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Home My WebLink About025691 - Construction-Related - Contract - McClendon Construction Company, Inc.� s City of Fort Wortli, Texas Mayor and Council Communication DATE REFERENCE NUMBER LOG NAME PAGE 2/29/00 **C-17886 30MEAD 1 of 2 SUBJEC7 APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO MCCLENDON CONSTRUCTION COMPANY, INC. FOR RECONSTRUCTION OF MEADOWBROOK DRIVE (HANDLEY DRIVE TO SANDY LANE) RECOMMENDATION: It is recommended that the City Council: 1. Authorize the transfer of $747,566.00 from the Water and Sewer Operating Fund to the Water Capital Project Fund ($413,006.00) and the Sewer Capital Project Fund ($334,560.00); and 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Water Capital Project Fund in the amount of $413,006.00 and the Sewer Capital Project Fund in the amount of $334,560.00 from availab{e funds; and 3. Authorize the City Manager to execute a contract with McClendon Construction Company, Inc. in the amount of $2,144,914.22 for reconstruction of Meadowbrook Drive frlom Handley Drive to Sandy Lane. DISCUSSION: The 1998 Capital Improvement Program included funds for the reconstruction of Meadowbrook Drive from Handley Drive to Sandy Lane. The proposed improvements include the construction of standard cor crete pavement, driveway approaches, sidewalk and storm drain improvements. Water and sanitaiy sewer improvements are also to be made. The project was advertised for bid November 18 and 24, 1999. On Decernber 16, 1999, the following bids were received: BIDDER McClendon Construction Companv, Inc. Stabile & Winn, Inc. J.L. Bertram Construction & Engineering, Inc. Walt Williams Construction, Inc. Jackson Construction, Inc. Ed A. Wilson, Inc. Texas-Sterling Construction, Inc. AMOUNT $2.144,914.22 2,283,152.75 2,490,211.76 2,469,695.20 2,560,834.85 2,601,797.15 2,657,122.65 This project is located in COUNCIL DISTRICT 4, Mapsco 80A, B and C. TIME OF COMPLETION 250 Working Days i � City of Fort Worth, T'exas Mayor and Council Communication DATE REFERENCENUMBER LOG NAME PAGE 2/29/00 **C-17886 30MEAD 2 of 2 SUBJECT APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO MCCLENDON CONSTRUCTION COMPANY, INC. FOR RECONSTRUCTION OF MEADOWBROOK DRIVE (HANDLEY DRIVE TO SANDY LANE) McClendon Construction Company, Inc. is in compliance with the City's M/WBE Ordinance by committing to 9% M/WBE participation and documenting good faith effort. McClendon Construction Company, Inc. identified several subcontracting and supplier opportunities on the above listed project. The M/WBEs contacted in the areas identified did not respond or did not submit the lowest bids. The City's goal on this project is 30%. Funding in the amount of $47,000.00 (Water: $26,000.00; Sewer: $21,000.00) is included for associated water and sanitary sewer construction inspection and survey. Contingency funds to cover change orders for water and sanitary sewer replacements total $34,000.00 (Water: $19,000.00; Sewer: $15,000.00). The contingency for possible change orders for pavement construction is $44,350.00. FISCAL INFORMATION/CERTIFICATION: The �inance Director certifies that upon completion of recommendation 1, and adoption of the attached appropriation ordinance, funds will be available in the current capital budgets, as appropriated, of the '� Water and Sewer Capital Project Funds and the Street Improvements Fund. MG:j ' Siibmitted for City Manager's Oftice by: Mike Groomer Originating Department Head A. Douglas Rademaker 6140 6157 I FUND I ACCOUNT � (to) I 1&2 PW53 472045 I1&2 PS58 472045 2) PW53 541200 � 2) PS58 541200 � 2) PW53 531350 � 2) PS58 531350 I (from) � 1) PE45 � 538070 CENTER I AMOUNT 060530175410 $ 070580174550 $ 060530175410 $ 070580174550 $ 030530175410 $ 030580174550 $ 0609020 � $ 413,006.00 334,560.00 387,006.00 313,560.00 � 26,000.00 I 21,000.00 � � 413,006.00 � CITY SECRETARY APPROVED 2/29/00 ORD. NO. 14118 t . � City of Fort Worth, Texas Mayor and Council Communication DATE REFERENCE NUMBER LOG NAME PAGE 2/29/00 **C-17886 I 30MEAD 3 of 2 SUBJECT APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO MCCLENDON CONSTRUCTION COMPANY, INC. FOR RECONSTRUCTION OF MEADOWBROOK DRIVE (HANDLEY DRIVE TO SANDY LANE) Additional Information Contact: � 1) PE45 538070 0709020 $ 334,560.00 � 3) PW53 541200 060530175410 $ 368,006.00 � 3) PS58 531350 070580174550 $ 298,560.00 I A. Douglas Rademaker 6157 I C115 541200 020115023229 $1,478,348.22 I CITY SECRETARY�� CONTRACT� NO. ��•-��'� � C1N SECRET��P C�F��i"��ON� A�1�3 �ONTRACT t9tJCUNiE�IT� D.O.E. FILE FOR CONTRACTOR'S,��f'�AL IMPRO\/EMEN�� PROJECTS CONSTRUCTION'S COPY F4�R THE CLIENT DFPARTi�11EldT IiEC�I�SYRUCTION O� MEADQWBI��OK DRIVE W9TH i�EW' CRa�CRET� PA`VEMENT (Handley Drive �� Sand� Lane) CC)ldT�t,ACt 21 Unif I: UVate� & Sar�eta�r� Sev�Qr Replacement iJnst 11: �avireg IR�con�trr�Ci�on & Sto�m �rain trt9pro�ements IN THE ��Y �� 0�� i�AS � WATER PR�JECT NO. PVV 53-0605301754 i0 '"�' SEWER PROJECT NU. PS 58-070580174550 , T/PW PRO.IECT NO. C1 1 5-0201 1 5040543 D.O.E. NO. 2�89 Lee C. Bradley, Jr., P.E. A. Doug!as Rademaker, P.E. Directc, Director Water Department Dep�rtmeni of Engineering PRE�ARED BY � � 1:�UNAW'AY ASSOCIATES, INC. ENGINEERS + PLANNERS • SURVEYORS 1501 Merrimac Circle, Suite 100 Fort Worth,Texas 76107 Phone 817.335.1121 Fax 817.335.?437 NOVEf416�R, 1999 DA1 �ja. 9809400 ��4�'�� ,��,� ��, ��.,' � r r �rb Huro Malanga, P.E. Directcr TiP`JV Department � f �` ,�.,��. ...--� �,��,.4.�,�s •��¢�� 4F �-�.y�i ��,� *�e ��*'� i.D�4�UI�L G�N�NG�IlC r *'� •.,v I.��, $*��S� : � f+�'�t"��"� ��ENSE�. '�,�.: �1 ��'��: :��`�+ 1�� l �, �� ` �j��, �� C'��"'�4"��UVN �l �,'��4 ��. _ � � 1?/1�/1999 13:23 �1?3357437 DUNAi�JAY A�SOC. FFGE ��2/'�"i T" CITY OF FORT WORTH, TEXAS DEPARTMENT OF ENGINEERING ADDENDUM NO. 1 TO TH� SPECII�ICATIpNS ANp CON7RACT DOCUMENTS FOR 1998 CAPITAL 1MPROVEMENT5 PR4JECT'S CONTRACT 21 UNlT 1: WATER 8. 5ANITARY SEWER REPLACEMENT ,- UNI7 II: AAVING R�CONS7RUCTIQN � 3TORM DRAIN IMPROVEMENTS Tp SERVE R�CON3TRUC�ION OF MEAbOWBROOK pRIVE WITH N�W COIVCRETE PqVEMEN7 (HANQLEY bRIVE TO SANDY LANE) D.O,E. Project No. 2189 Water project No. AW 63-060630175410 Sewer Project No. PS 58-070580174550 T/PW ProJect No. C115-020116040543 Addendum Issued: December 1U, 1899 Bids Received Until: December 16, 1999, 1:30 p.m. The Contract Documents for the subject project are hereby revised or amended as follows: I. SPECIFICATIONS A. Part 7 — Proposal � Unit I: Section A- Water - Changed Pay Item No. 33 to reflect inclusion of vault (Sae Page 7(4)J • Unit I: Sectlon B- Sanitary Sewer Replacement - Changed Pay Item Nos. 1 through 6 to reffect ID dimensions. - Changed Pay Item Nos, 11 through 14 to ref{ect min. ID dimenstons (Sse Pages 7(8) 6 7(7)J • Unit II: Paving Reconstruction & Storm Drain � Base Bid: - Changed Pay ltem No. 2 to a quantity of "21,255" in lieu of "20,805". �� - Changed Pay Item No. 3 to a quantity of "21,799" in lieu of "21,349". ^ � Changed Pay Item No. 6 to reflect corrected wrttten price. - Deleted Pay Item No. 10 in its entirety and renumbered subsequent pay � items. • Changed Pay Item Nv. '15 (previously No. 16) to a guantity of "840" in Ireu of t+ „50„ . - Changed Pay ltem No. 16 (previously No. 17} to a quantity of "29,696” in lieu of "31,360". - Delet�d previous Pay Item No. 19 In its entirety. � - Changed Pay Item No, 20 (previously No. 22) to a quantity of "13" in lieu of "15". - Changed Pay Item No. 21 (previously No. 23) to a quantiiy of "4" in lieu of 2". � - Deleted prevsous Pay Item No. 38 in its entirety. - Added new Pay Item No. 38 in its entirety. 1 � � r �2/1�l/1999 1S:2� c173357437 DUNA4JAY ASSOC. Pr�GE l�/�9 CITY OF FORT WORTH, TEXAS DEPARTMENT OF ENGINEERING ADpENDUM NO. 1 - Changed Pay Item No. 40 (previously No. 42) to a quantity of "27 CY" in lieu of 300 LF". � (See Pages i(10)-7(13)J • Alternate 8id � Added Altemate Bid in its entirety. , (See Pages r(14)•7(17)) L • Option A - Renumbered Pay Item No. 48 to No. a4, t,., - Added Pay Item No. 45 in its entirety. (See Page 7(18)J • Pre-Summary of Amount Bid and Summary of Total Bids , - Added total amount bid for Alternate Bid. - Added "TOTAL C" in its entirety, � - Added "TO7A1. D" in its entirety. (see Paye 7f7s1) B. Part 8-- Special Conditions (Water Department) • Deleted "D-37 — Contractor's Responsibility for damage Claims" in its entirety. The contralling section concerning cvntractor responsibtlity for damage claims is as stated in Section C1, Paragraph G, Page C 1-2. (See Pages SC-1 i and SC-12; C. Part 13 — Special provisions (Transportation $� Public Works Department� • Changed number of working days to complete Units I and II combined to "250" in lieu ot "200". (see Peye 13(1)J • Changed "Pay Item No. 2— 7-inch Reinforced Concrete Pavement" to "Pay Item No. 2 Base Bid — 7-inch Reinforced Concrete Pavement". • Added "Pay Item No. 2 Alternate Bid" in its entirety. jsea 93f9I1 • Changed "Pay Item No 12 — 6-inch Reinforced Cvncrete Driveway" to "Pay Item No. 11 Base Bid — 6-inch Reinforced Concrete Driveway", • Added "Pay Item No. 11 Alternate Bid in its entirety". • Changed "Pay ltem No. 14 — Replace 4 St�ndard WheelChair Ramp" to "Pay Item No. 13 � Reinforced Concrete Wheelchair Accessible Ramp". (See Page 13(10)J • Changed "Pay Item No. 15" to "Pay Item No. 14". • Changed "Pay Item No. 16" Eo "Pay Item No. 15". • Changed "Pay Item No. 18" to "Pay ftem No, 17". • Deleted Pay Item No. 38 in its entirety. (see Pege 93(t 1)) I!. DRAWINGS �, A. Pas�e 20 — Nalbe�t Street Profife • Changed text to "Construct Standard 20' Inlet" in (ieu of "Construct Standard 15' � inlet". 1'?/10:'1y99 18:2? �1�33574�7 Duria4��a�Y� t�ssoc . P�;GE �J�'+!'�� . CITY Q� FORT WORTH, TEXAS DEPARTMENT OF ENGiNEERING � ADDENDUM NO. 1 B, Paqe 21 • Nottingham Street Profile - Changed text to "Construct Standard 20' inleY' in lieu of "Construct Standard 15' inlet". • Milam Street Profile - Added two 10' curb iniets. C. Pa�e 23 — Muse Street • Changed "20' curb inlets" to "25' inlets". BfDDEFt SHALI ATTACW THE REPLACEMENT pAGES TO ORIGINAL DOCUMENYS This Addendum forms a part of the Contract Documenfs referenced above and modifies the original Contract Documents and plans. Acknowledge receipt of this Addendum on the space provided below and on Page "6 (30}" of your 8id Proposal and note on the outer envelope of yo��r bid. Failure to ac�nowledge rece:pt o'this Addendum could subject bidder to disqualifieation R�CEiPT ACI<r�OWLE0G�D� E5y. Title� Address: Telephong; 4 B y: .r�� Rick Tnce, P.E. and Manager Consultant Servlces (DOE) �� . _______.. r�,� 1 E7/ 1995 13: 2:? 31' ��57437 DUN�IWAY f�S�OC. UN1T 1: S�CTION A- WA7ER PAY APPROX. DESCRIPTION OF ITEMS ITEM QUANT�TY Wt7H BID PRICES WRI77EN IN WpRDS 25. 3 �A 2-in, service tap to main Do�tdrs and Cents ver EA S 26. 2 EA Replace 2-in. domestic meter complete and In place I � Dollars � and Cents per EA $ 27. 2 I� EA Relocate 2-in. domestic moter complete and in place OoUars and _ Cents per EA $ ' 28. 33 EA G255 "B" meter box repldcement Dollars and ._.__,_ _ CenLs per EA b 29. 35 l.F 2•in. domestic Type "K" copper servlea reptacement for single sarvice Dotlare and _ Cenis per LF � 30. 11,idu I LF Temporary WMAC pavement repalr per Fig. A I Dollc�rg and _ _ . __ Cents per l.F $ � 31 4,020 LF ?rench safety system (>S-!t. dapth) � Oollar9 I and Cents per LF 5 I 32. 1 L5 Finish and �ay 2-in pipe and Flttings �or temporary water service conn3cdon (all streets) Doliars ! and _ _.. Cents per LS $ 33. 1 EA 2-in. combinat!on air release and vacuum valve and vault Dollars _ and Cents per EA $ � 34. 1 EA Standard blo�v oH val�e per Fig. 18 I � Dollars and Cents per EA a 35. 1 EA 4•in, detected cheCk valve � � Dol!ars � � and _ � Cents per EA 3 Pai�E �3F,,' ,,� UNIT TOTAL VAL.UE VAIUE 3 E� 5 $ $ 3 5 5 5 ►� �a..a,.,,, �..,... ,.,�,h „n �.__ .._..__ 7 rn� e�l.I�....,...-- a�_ . 1n,.R.,,,nn 12/10/159'1 1�: �� ,c,�1 ?? �57�13 r DU�IA4lAY A»Or, Fhc�E Ft��! ��1 UN1T I: SECTION B- SANITARY SEWER R�pLACEMENT 'PAY APPROX. DESCRIPTION OF ITEMS UNIT ITEM QUANTI'fY WITH 8lb PRICES WRITTEN IN WORDS VALVE 1 fl7 LF 8-in 10 sewer pipe (aA depths) i Dollars Iand __ _ .. Cents per �F $ 2. �� 25 LF 15•in. !D sewer pipe (all depths) � Dol�ars I and Cents Per LF $ 3. ZO LF 12-In, !D sewer pipe (a!t depths} � � � Doilars � and _ ,_ Cents pe� LF $ 4. I 145 LF 18-in !D ductile iron SS plpe (all dep�hs) I Dotlars I j and Cents per lF $ 5. 67 LF 16•in. 1D ductlle iron SS pipe (all depths) I I Doilars and Cents per LF $ ' o. 205 l,F 12-In. 1D c�uctile iron SS plpa {a�l dep'hs) ' I Dollars I � and Gents per LF 3 � 7 3,655 �F Pre-r,onstruction talevis�on inspectiun of o�d 55 lines (pre- construct!On j i ; � ' Dollars ; and Cents per LF $ 8 3,655 LF Pus; construction talevisio� inspection of new �S lines (post ' construction) Dollars � dnd ,_ __ Cents per lF $ I 9. 3.�00 LF Trench safety system (>5-ft. depth) � � Doiiars " and Cents per LF $ I 1�. ' 70 �F Concrete encasement G Do(lars Iand � Cents per LF $ I 11. ' 1,545 l,�' 15 to 15-in, min. I.D. sawer by pipe enlargement method"' Dollars I � and Cents per lF $ 7`l � 6�J2 LF 8 to 12-In. min. I,D. sewer by pipe enlargement method" I Dollars Iand , __. _. Cents per LF $ 5 $ S 3 $ �S 5 $ I S 5 T07A� VALU� " Contractor must complete City Approved Prodt�ct and Method form on Page 7(9} A 1 L/ 1 C�;� 1 7�9�y 1 ��: �L�J �l f_�._:J f�4.� ! UUf�iHNJHY Fi7J�Jl�. UN1T I: S�CT(ON B- SANITARY SEWER REP�.ACEMENT PAY APPROX. DESCRIPTION OF ITEMS UNIT ITEM DUAN7ITY � WITH BID PRICES WRITT�N IN WOROS VALUE 13. 450 LF 8 to 8•in. I.D. mfn. sewer by p�pe eniergement method" Oollars and Cents per LF $ 14 710 LF 8-In. to 10-in. I.D. min. sewer by plpe enlargement method" Dollars � dnd Cent5 per LF 3 � 15, 300 lF Sag adjustment (polnt repa r) e D0112f5 � ( and Cents pAr LF $ 16. ', 7 EA Remove existing sanftary sewer manholes � ; � Dollars an� Cents per EA $ � 17. 10 �A Standard 4-R. aiameter SSMH (to 6-it. dep�) 1 i pvllars � � and Cents per EA $ 18. � 1 EA 4-tt diameter drop SSMH I � , � Dollars and Cen:s per EA S 19. 20 vF 4•ft. diameter extra depth S54+H Dollars anC Cents er VF 3 20 10 EA V�,'atertight manhole Inserl fo! SSMFi (15-�n, or smaller� , ooltars � and i Cents per EA $ I 21. ' 1 EA Stainless steel manhole inser lor SSMI-� (18-in. or greater pipe diameter) with IocklnA device IDotiars � and Cents qer EA S 22., � 11 EA Concrete collars for 5SMH � IDollars I and Cents per EA $ , 23. � 30 f VF SSMI-1 corrosion resistant coating I i I —. — Oolla�s and _ . ,,,, Cents per VF $ I 2a. 51 EA V2cuum test SSMH � _ Dollars I I I I and Cents per EA � $ $ I 5 $ $ 5 �� 5 5 S rh�at. � � r ;� � y TOTAL VALUE i "' Contractor must complete Clty Approved Product and Method form on Pa�e 7(9} ..._... .. ...__ __ ...._ . ... .__ 7 f71 ArlrlPnrlum 111n 1 .- i?/10/99 12/10�`1999 1r3:2� 817?35'r437 DUNA4,iAY ASSOC . P��E E�,?,!?y UNIT II: PAVING RECONSTRUCTION & STORM DRAIN IMPFtOVEM�NTS , � p • a � .. ��hr cr^n� 1 1 ,y � ,,� +,�. , � _ �� it" �� :�.,F � �i�.'k��•��ti ��' y �ti.R.",:t�, �1.. BQ�3��1��„� .is;f'1 `"'+' :: Ki. �� ; : s. . �� .�F . ., r a � . :�.��. d , . _ . ...e . , . . , - .� . PAY APPFtOX. DESCRIPTION OF tTEMS UNIT TOTAL ITEM QUAN711'Y WITH BID PRICES WRITTEN IN WpRDS VALUE VALUE 1 2 EA Project sign , I Dollars and Cents per EA S 5 y 2 21,255 SY 7-in. reintorced concrete paysment I , ' Dollars � and Cents per 5Y $ $ I 3 21,799 I SY 6-in. cement sta6itize�su�flrade Oollars � and Cents per SY $ � 4 ' 4p1 ', TN Cement � d5 IbS�SY I D0IIdf9 I � and Cents per TN $ $ 5, � 2a2 TN HMAC transltion pavement � i I ' Oollars � and . Cents per TN $ S ' 5 1 LS i Utility adjustment ' IFif�een Thousand Dollars � � and No Cents p2� LS $ 15,000.00 $ 15,OCO OG 7. 9,010 �F Demulish and remove reinforced concrete cur� and gutter � I Dollars , � l � and Cents per LF 5 S b. 9.010 i l.F Reinfvrced cOncrete curb `�`"�_ i ' DollarS � ; ; � � and Cents per LF $ � S I P � 450 SY I Oemolish and remove 7-in. reinforced concrete valley guttar � ' Dollars '� and Cents per SY $ I$ 10 a9,903 SF Demollsh and remove relnforced ccncrete driveway, � � sideWalk, and wheelChBir r8mp � Do(Idrs ; and __.. Cents pe� SF $ $ . 11. 51.714 SF 6•in. rein`orced concrete driveway I ! � Dol;ars ar,d Cents per SF $ 5 ?2. 882 � SF Relnbrced concrete sldewalk and leadwalk I � Dollars � I 1 � and —_--- _. _—__ Cents per S�' S I S � I .i 12/10!1959 18:�3 31?3357437 DUNAta1F�Y ASS0C . Pr�C�E ��;` _�9 UNIT II: PAVING RECONSTRUCTION 8� STORM DRA{N IMPROVEM�NTS • !. � .. �� .'. . � . .. .�� I.F � ,+� . .) �Y � I i- } f J �1�. � FF .� � 5 - 'w i _ �Y l 3a h4 i� �ti i r�yr �y��; +� F" h7�'A4n�;'�'�'�TS�� :i..,J ir� i.:;.. , tiy'' r I� $Aa�1E8Q,''�Y $�i.?FF.S� �rC� e�.lrr';:'1��r1il'�Ai .''E'S :'�; PAY APPROX. DESCRIP71ON 4F 17�MS UNIT iOTAL ITEM QUANTITY WITH BID PR�CES WRIT�'�N IN WORDS VALUE i VALUE � i3 , 5 EA Reinforced concrete wheelchair acceasible ramp � �ollers � i � and Cents per EA $ S i , T4. 1 EA Manhole adjustment ; 7hree H�andred FiRv Dollars � � � and No Cents per EA $ 35�.00 $ 150.0o 15. ' 840 CY Topsoll I � Eleven Doilars I 1{ and No Cents per CY $ 11.00 � 8,240.00 li I96. 29,696 l.F Silicone joint sealant I Dollars ' and _ __ _. .,_,__ . Cents per LF $ $ ' i 17. T,900 C.Y Unciassified street excavation ' Dotlars , and Cens per CY S $ 18. 15 EA Remove existing storm drain inlets 'i � �ollars I � � I i and _ Cents per EA S $ j I 19. j 12 EA 1Q-ft. storm dra?n Inlet � I Do!lars � and . . Cents per EA $ $ 10. � 13 ! EA 20•ft. storm drain inlet � � j � Dollars i and __ Cents per EA $ $ I I 21 4 6A 25-k, s�orm�rain inlet � � I Dollars ; ' and Cen�s per EA $ 5 �2. 550 LF 21-In. Class III RCP StOrm drain pipe I�I Dollars . . � i and . Cents per LF S $ IY3. � 1,395 lF 24•In. Class III RCP storm drain plpe � IDollars � and _ . Cents per �F 5 y : � 24 25 L� 27•in. Class�fl RCP storm dra�n plpe Dollars � + � and _ Cens per lF S $ 12/10/1999 14:23 8173357�37 DUNAIJAY ASSOC. F�1GE 10/''9 UNIT II: PAVING RECONSTRUCTION 8 STORM DRAlN IMPROV�MENTS � •r ..� — � ,� J�, �' �w � 3 �� ,,� '�yy�F� f � ' � f �J` A�� 3�T7r V:-'-�� h t* ��r � �t �o , 1! � , � ��, , -,b�� .I�' j"'�" .. , tir��i. �� ,�,rc�14•��r , fr '�c �.� , . .�n��' - �x��.'�� ,a„ PAY APPROX. DESCRIPTION OF ITEMS UNIT TOTAL ITEM �UANTITY WITH BID PRfCES WIZITTEN IN WORDS VALUE VALUE , 25. 428 LF 30-in. Class Ilt RCP storm draln plpe Dollars and Cents per LF S S ' 26 1,405 LF 33•in Class 111 RCP storm drain pipe � Dollars � I and Cents per lF $ 5 ' 27, a0 LF a2-In. Class III RCP storm drain pipe Dollars � and Cents per �� 5 S i 28. 516 l.F 8' x 5" relnfo;cad concrete box culvert Dollars j and Cents per lF 3 I S � 29. 168 LF 8' x 5' reinforced conc'rete box culven � , �ollars I � and Cents per LF 3 5 30 55 I LF 7' x 4' reinforced concrete box culvert � Dollars ( and , C=nt5 per lF $ I S 31, 2,900 LF Trench safety system � + 0ollars I� and , _ ,,,_, , . , _ , Cents per �F a S 3? � 6 EA 4•ft. square manholes (7011d f 5 I . � and Cents per EA a � 5 I33. � EA 7-fc square manholes ' Dollars and Cents per EA 5 S 3d ' 1 EA 8•ft. square manholes i i ' , Dollars ! I and • Cenls per EA $ 5 I35. 1 EA 9•it. :square manhoies � Dollars Iand ___ Cents per EA $ $ I36. 1, lS Headwall and wingwa��5Tpr 5' x 6' concrete culvert � I DOllars ! and Cents per L5 $ 5 drirfanrlr�m No. 1— 12/10/99 r r r . r r 12/1�/1999 1�:2� 8173�57437 DUNAWAY ASSOC . PA�;E 11,` 29 UNIY II: PAVING R�COfVSTRUCTION 8 STORM DRAIN IMpROVEMENTS �'��. y �� 1{� F�`� �*.:•''�g �°.__,_,�,— � � � ��' s "- �;'; � pAY APPROX. D�SCRIPTION OF IT�MS UNIT TO7AL IT�M QUANTITY WITH BID PRICES WRITTEN IN WOROS VALUE VALUE 37. 40 LF Slandard guardreiis DoOars I ond _ _ Cents per LF 3 ' J8. 1,060 LF Wedge m!lJing I Dollars I and Cents per LF $ 39. 2,311 SY 2-In. HMAC overfay (Type "b' mix) dolla�s I i and _ . Cents per 5Y 3 � 40. 27 Cv 2-R. retalning walls per Oetail No. S-M13 I Dollars I � and „ _ Cents per CY $ ; �41, 6.790 I CY Trench excavat�on and backflll V I I Dollars I I � � ! � and _ , _ _ ._ _ Cents per CY $ I 42. � ;,t8o I LF 7•in. curb and 18•in. gutter � I I Dollars � I � and Gertts per [,F $ I 43, j 41 U I LF Permanent trench repair per Fig. 4 ! { ! I Qollars � I � end _ Cents par LF $ �p' ^@,. �'.�', ,�� „' � �',�'.n . � r '�'F+., �,�^1 �� FY.y' a-f� 1�' 4. fi t w.4��r^ �+i 4� L`� G'3��1�� ! .,;., ''� ; '4 ',�'��' �y�� x�v �.� � 3��"M'� � �+£ � ��j � ° � ,p?y, y �-�r�w r ,� �y [��y ��=s�� ., «�' ��. r41 . � .;'s _ '� �¢ d"�.R�d^ 1'�^'ni��Y..s�F�+��.Ci��5 '41*'T' � NO7� THAT TN1S SCHEDULE O� VALUES MUSY EQUAL AMOUN7 BID � S CAl?4�nn 6�,.rr• �n��n n., .,--- .... 1'?; 10/1999 18: 23 �173357437 DUNAWAY ASSOC. UNIT !I: PAVING RECONSTRUCTION & STORM DRAIN IMPROVEM�NTS F'A�;E 1'�.'�9 ALTERNATE BID ` � ' . � ��' � PAY APPROX. DESCRIPTION OF ITEMS UN1T I TOTAL ITEM QUANTITY W/TH 8/O PRJCE3 WRITT�N 1N WOROS VALUE VALUE 1. 1 EA Project sign � Do!lars i and Cent� per EA S S ?, 21,255 SY 7-1n. relMorced concrete pavomertt: s!x sack mrx. Road � to be reopened fo tra�c within 72 hours I Aollars f Iand--, ••, ^ �-- ............._Centsper5Y 3 S � I3 21,799 SY 6•ln.cementsta��lisedsubgra e ' Dol/ars i and Gents per SY S S I I 4. 48i TN Cement @ 43 Ibs/SY Do!lars � and Canta per 1'N S S � I 5. I 24,Z ', TN HMAC transition pavemenf Dolfars -- _ 1 � � pR�} Cents pe� TN a $ I 6 f' LS � Utility adjustmeni � Fift�en T'housand Dol/drb , i I and No Cents perLS S 95,000.00 S 15,000.00 � 7. 9,0'�0 LF � Demolist� and remove retn/orcad concrefe curb and � � gutter � Dollars 1 and Cents per�F S S I 8. 9,0?0 LF Rernlorced cohcrete curb � Dolla�s � I � and Cents per LF ; S I 9. �450 I SY I Demofish and remove 7-in. re�nlorced concrete valley � , , gutter � . I Dollars . �I and Cents per SY S S � 90. 49,903 5� l7emolish and remove relnforced concrote drlveway, ;, sldewa/k, and wheelthair ramp � Dollars , and Cents pAr SF S ,6 I i 11 51,7i4 SF 6-!n. reJnforced concrete dr►vewey • six sack m!x IDollars Iand Cents per SF S S � 7 (141 Addendum No. 1 - 12/10/99 12f 10; 1999 18: 23 �3173 �57437 DUNA4�IAY ASSOC . FAGE 1 _ . �' 9 UfVIT II: PAVING RECONSTRUCTION & STORM DRAIN IMPROVEM�N7S ` ��i f' , 7,,��,f,�,�a� ,,� ,v " ' �n � 'd��; ' '� , � ��A[.?'�F7Na 7E ��L� . v, , �;. - �^ , � . ,,. , s ,�ie-�,�•�, -� _ ,� ,��. , t�.-�3, PAY APpROX, DESCRlATION OF lTEMS UNIT TOTAL !J'EM I QUANil7Y W1TN BJD PRICFS WRITIENlN WORDS VAl.UE VALfJE 12 i 882 SF Relnlorced concrete sidews/k and feadwalk I Dollars � and Cents per S�' S ' S i 13. i 5 FA Relnlorced canc�ete wheelchair accessible ramp I Dollara � and .. „ _,, _ _ _ __ Cenfs per EA 3 S � 14. 1' EA Menhole adJustment ; I i thiee Hv�dred FiftV bollars and No Centsper,E'4 $ 35A00 S 350.0U ' 15. 8Q0 CY Topsoi! � Eleven Dol/ars j and No ,. ,..,.,,_, ,... Cents per CY a 11 00 S 9,240.�0 I 16 29,696 LF SfliconeJolntsealant � , � � DO!lars � � __ i I ' .,.. I ` and Cents per LF S $ 17• ; 7,900 CV Uncl�ssiFed street excavdt�on i � i Dollars and Cents Aer CY S S � 13. 15 EA Remove exlsting storm drain inlefs I __ Dollars , � � ! and Cents per EA a a I i9. 12 EA 10-N. sIo/m drain inlet IDo!lars � and CentS per EA .� S � 20 ?3 EA T0•tt. storm drain lnfet _ _ Dollars � • I and , „ „ Cenfs per �A $ s , 21 4' EA , 25•fi. storrn draln Inlat i � Dollars �, and ` Gents per EA a � 22 550 � LF 19•in. C/ass U! RCP storm draln plpe �I Da!lars '. � � and Cents perLF s S � n�r�..�....� ae� .e �n�.rninn 12!10/1'399 18:23 8173357437 DUNA�JAY ASSOC. FAGE 14!'��1 . _. UNi7 II� PAVING RECONS7'RUCTION 8� STORM DRA1N IMPROVEMEN7S L :o�.� � � � r� . .i '.I a � �- +7Ir. '� � f. `i., ..• � � i'��'�• �'. �� , ,!. w�r� ,,:'� wf� "�. st � -:AL.TERNA7F481D . . �t"�' *� "-'.� .�, , � , , .;u • _ . •�, � � . , PAY APPR0X. DESCRlPT1ON 0FITEMS UNIT I TOTAL lTEM QUANilTY WlTN 81D PRlCES WRlTTEN 1N W0RIJS YAl.UE VALUE 23. 1,395 LF 24•!n. Class !!! RCP storm drein pipe boflars � and. ___,___ ,,__ __ ___ Cents perLF S S I ?4. 25 LF 27-lri. Class �II RCP storm drain prpe Doflars � and Cents per LF j � S I 25. 428 LF 30-ln, Claas H! RCP storm draln plpe Do!lsrs and Cents per LF ; S ! 26. 1,405 LF 33-ln. Cl�ss lll RCP storm drain pipe � Dollars �� and Cents per tF S S � 27 40 LF 42•in. Class iJl RCP storm drafrt plpe , i Do/lars � � � � and Cents per LF S � S I 2@. � 518 LF 6'x 5'relnforced concrete box cufvert IDollars � and Gents per LF 3 I S I � 29. 168 I LF 8' x 5' relnforced concrete box culvert Dolfars , i I � snd Cents per LF a a I 30 i 55 LF 7'x 4'refnforced concrete box culvert � � � Doflars end Conts per LF S S � 31 I 1,900 LF Trench safety system I i i DoJlars Iand Cents Aer LF S S I3?: 6 EA 4-h. square manholss , Dolfars j i i and z Cents per EA S S I 33 1 EA 7-ft. square manhofes � pollers �. � and Cgnts par EA S S ; 34. 1 l EA 8-R. square manhvles II Dorlers i ` i I � y_Y�and Cents pe� EA 3 T .�..�,. n e.... �nen nn o.,._ s....� ,nn,• 7 (16) Addendum No. 1 - 12/10/99 12;'1�;''1'399 18: �.; 81733574:�7 DUNAWAY ASSOC. P�GE 15:'2g UN1T t1: PAVING f2ECONSTRUCTION & STORM DRA1N IMPROV�MENTS . � �S _ - _ .tx h„ � r.y�Y PAY APPROX. DESCR1PTiONOFITEMS UNIT TOTAL ITEM QUANTlTY VYl�M81OPE21GESy1/RlTTENINWORDS VALUE I VAI.UE i 3b. 1 EA 9-!k aquere manhoJes 38 39 � ao. Do!lars and Cents perEA � $ ?� LS Heachval! and wingwafls for 5'x 6'concrete cuivert — — Dollars � and Cents per L9 S S 40 (.F I Standard guerdralJs DoJfars �� and Cenis per LF S S 1,080 tF I Wadge mllJing I Dollers and Cencs per LF a E 2,311 SY 2-!n. NMAC overfay (Type "D"m!x) Dollars end Cenfs per SY � S � I ?7 CY 2-�'. retainrng wa/ls per Decall No. S•MiJ Dol/ars ; and Cents per CY 5 S 6,790 CY l"rench excavafion and bac�!l I DoUars , i � ; � j and _ ___ . _ Cents per CY S S I 42. J,180 � LF 7•In. curb and i8-fn. gutter IDollars � � and Cents per LF 3 S I 43. I 410 LF t Permanent trench repalr per Flg. 4 � I � , Dol/ars � -. � I � and Centa er LF S 5 �;'�_'�� >,� r�r ;;� .': ?mtr ¢ °" ��Y �•ta w � � A ? q } � ty T , � 'r . r 9 a. �i`X� �� ,�,_ �,; T,�Ytry �l kr '"j . }, i N .Y'' S I y�Q`l� ii ' �; �� y5.� { '7. �"� - ,,ft�1 `�'( �. �1'�P f '�I fi'F�� }'t�� ,CJ. � Y � 't` I � . 6 }b'Ji .Faw ! Ik,�' .."�'I��' r� w,;�� '+ �')�f �. � � . , i r3.� p,� i � C � p �F �•, w y p�'X 'R� �¢ � � ,b� �n, .� i 1 Y.a�y :� 1+ `k'f t' _ '"T I '�A � �X�' �_I'4 �rf�-. .r �"a _ : �3. N � NOTE THAT THIS SCHEDULE OF VALUES MUST EQUA[. AMOUNI',BlD I � � ?'?11�J/1999 18: �3 817335743? DUNAWAY ASSOC. FAc�E lE/'�9 � � UNIT Ii: PAVING RECONSTRUCTION & STORM DRAIN {MPROV�MENTS :l�,.. . � il�: � . " ,- �� i 'a',.� bVC` A �V[�f + '� � � ili �� G,i . �' �4.,, �. 1' � I �, o t �'��iJ �.f + . ._ .. ' . r . .�4 �� . �''.;'.ti41k.�. iA .. , .rft �� . . .. PAY APPROX, DESCRIP71ON OF ITEMS UNIT TO7AL I7EM QUANTITY WITH �ID PFtIC�S WRITTEN IN WORDS VALU� VALUE 44 13,300 SF Additional reinforced concrete sidewalk (from Milam to Sandy Ln) Dollars ' and _ ___ Cents per SF $ 5 d5 0' EA Refn/orceU concrete wheelcha+'r access/bfe ramp do!la�s � j and -- -�-- Cents Aer EA s � S � r- TOTALUNiT II �PTIO�V A �;�I` ;" • ; � � � • � u+' o .* �. �� ,a r f ,"' : ..� . , . ... � . ii., � ; • �t.k. '�!t' •�'�� '��E' ..I t . ...,. �rt.w°;� �, k �' ye� , t� . . _i r��U`�.�' I NOTE THAT THIS SCHEDULE OF VALU�S MUST EQUAL AMOUNT BIO � ! , . s n . � e s a hl/.�rA+A ,- i'?/10/199'3 18:'Z3 8173357437 DUNAWAY �SSOC. F�GE 1,i2'3 �� 1 �' ' � �� PRE-SUMMARY OF AMOUNT BID UNIT I' WATER & SANITARY SEWER R�PLACEMENT Total Seclion A - Water $ Total Section B- Sanitary Sewer Replacement $ 707AL AMOUNT BID UNIT ! $ UNIT II: PAVING RECONSTRUCTION & STORM bRAIN IMPROVEMENTS T07AL AMOUNT BID - UN1T II BASE 61D $ TOTAL AMOUNT B1D - UNlT 1! ALTERNATE BID $ TOTAL AMOUNT BID - UN17 II OF�710N A $ SUMMARY O� TOTAL BIDS TOTAL A Tvtal Unit I+ Total Unit II Base gid $ TOTAL S Tvtal Unit I+ Total Unit II Base gid + Total Unit II Option A $ TOTAL C TotaJ Unit !+ Tota! Unii !! Alfernate Bld � T07'AL D Total Unit !+ 1'ota! Unit !1 Alternafe Brd + Tota! Unit !1 Option A $ _� The City rese�ves the right to aLvard the contract to the responslve (ow bld of ei�her Totai A, B, C, or D. � rwn� A�I�l�..J..�. •Y_ 3' IAlJAIAIM � 1'2ii��!iss� 18: �? E173357�137 DUhJAWA'r A�S0C. FA��E 1.�/'?9 r� �. ' _ _ ___ PAR7 t] - SPECIAL CONDITIONS b'Vorth or fts reprasentative This deanup shaf� include removal of ali objectlonable rocks, piecos of asphalt or concrete and other consiruction materials, and in general preparing the site of the work in an orderly manner end appearance. Fir�a; acceptance of tha completed project work sheli be given by the City of Fort Worth Department of Engineering D-34 PROPER7Y ACCESS Access to adjacent property shal► be maintained at all times uniess otherwise directed by the �ngineer. D-35 CONSTRUCTION SCHEDUL� AND SEQU�NCING OF WORK Prior to exacuting the Contract, it shail be the responsibility Of the Cantractor to furnish a schedule outlining the anticipated � tirne for each phese of construction with Starting and Completion dates, including suYicient time bair,g allowed tor cleanup 1 b-36 SAF�TY R�STRICTfONS - WORK NEAR HIGH VOLTAGE LINES � � The following procedures will be followed regarding the subject iiem on this contract� ^ � A waming sign not less tnan five inches by seven inches, painted yellow with btack letters that are leyible at twe,ve fee; shall ba placed inssde and outside vehicles such as cranes, derricks, power shoveis, drilling rigs, pile drivers � hoisting equipment or similar apparatus. The warning sign shall read as follows; �WARNING - UNLAWFUL TG OPERATE TH{S E�UIPVI�NT WITHIN SIX FEET OF HIGH VOL7AGE L1NES." 2 Equipment that may be opereted within ten feet of high voltage lines shall have insuleting cage-type of guard about the boom or arm, except back hoes or dippers, and insuletor links on the lift hook connections. 3. Nlnen necessary to work within six feet of high voltage electric lines, notification shall be given the power company (Texas Ucility Etectric) who wil{ erect temporary mechanical barrlers, de-energize the lines, or raise or lower the lines. The work done by the power company shali not be at the expensa of the City of Fort Worth. 7he notifyirg departmen� shall r�aintain an accurate log oi al1 such calls to Texas Utility Electric, and shall record action taken in each case 4 The Contractor is required to make arrangements �vith the Texas Electric Serv�ce company for the tempera�y re!oCation or raisiny of high voltage lines at the ContraCtof's sole cost 2nd expense 5 No person sh&II v�ork wlthln six feet O( e high v0ltage line without proteCtion having bee� taken as out!�ned ir Perag�aph (3) p-37 CONTRACTOR'S RESPONSIBILITY FOR DAMA�E CLAIMS ,(OMITTEDJ ' ,. ' , �2+�-yc ew�tyee , ` : i►. I�ii � ��;,;r�t w��--aa� ill ►lai^,s ��-. �ag�.,�if �e�r�wy ii t k , , �� ii � � �� , xaet#�ea� as�.e�t��, c.,�;�,3 � t 1_ ~: Y„ . $.3'' 7� th� o+i�6�i6�F, 1'�►'!� , , K�9�V t SSI'i� ■.'lll. 'a69A-6i -S6'PJtf.e; � . �-aRE�-�ee K�� s_ I �! �rT Se':' }t�F+A�a: C�-3 7�9. f I'1�A P: ^ � ��-9i:Fi ' , i#� O�� _-t= � , � 3�'$` . �, % !�'/1 � . i �.. ua+�S-af+d-G15� 4 !�VY, i/, . �-i � r��. 7, th7 rr� � Fy � li �! 1 � = �est+e�+-�t�a1 . !aa'} ' a f% �'�/ I c � aF-a0�-�y.-� �rrh t:il inl?�^ . �"` •rr � ��I v � hw �ved �! �� rtr�ralr, ��ticr, �#-tbe-a�ey «�ed-t�-a-ser�� a-t�e ' '.f! 4f �.^�` ` �::f ■,` f�3 a �6Fi9ffi�48i369�6� , � :.2/10/1995 12:23 �173357437 DUNAWA`l ASS0C. PA�;E 1'3;"�9 �� - PART D - SPECIAL CONDITIONS �e-�}festef-� h a I I� � 1 r�sush � r I a r r^ '. cc- �+d+�tY: F a-petie�--ei-s�c-r�►aa �ieF,�e�-�a�ess•tbe-GeRiFa�e�-sa�a�t6�e.��eF�� ►r�-ws�t�-sa ��r-�I�ir^ wAt � �i--■.-I, irn�e�ved;� � �s^ ;� ' • kr-q&r�' •zi'h tµ � i� r.^��1 � � EFie-saFis�ae4iep-et-�Me-�ires�eF � ��cr a�?rtt4-w�iar� ■ •��^� ��a+x�a� n �� t.t ` rw-�a �� • - �� D-38 SANITARY FACILITIES FOR WORKERS Tha Gontractor shall provide all necessary sanitary conveniences for the use of workers at the project slte. Specific attentior is rlrected to thls req�irement D-39 L�GAL RELATION5 AND RESPONSIB1LITf�S TO TFiE PUBLIC The Contractor's particular a�ention is directed to the requ�rements ot Item G-6-8, "Legat Relations and Responsibilities to tne Public' of the Fort Worth Cieneral Gonditions. b-40 RIGHT TO AUbIT A. Contractor agrees that the City shell, until the expiration of three (3) yaars after tinai payment under this coniract have access to and the right to examine and photocopy any directiy pertin2nt books, documents, papers and records of t��e Cor,tracto� involving transaetions relating to this contract. Contractor agrees that the City shall h�ve aecess du��r.y normai working hours to all necessary Contractor facilities and shall be provided adequate and approprlate work spac� in ord�r to conduct audits in compliance with the provisions of this section. The City shall give Con;raetor reasonabie a�vance notice of intended audits. 5 Contracror fu�ther agrees to inciude in a!f its subcontrects hereunder a provision to the e'fect that the subcon'rac;�r a�rees that the Ciky shall, under the explration of three (3) years after final payment under the subcontract, have eccess to and t�e rignt to examine and photocopy any directly pe�tinent books, documents, papers and reco;ds of suc�� sutcontractor, involving transactions to the subcontrect, and tufther, that City shall have eccess during normsl workin: hours to all subcon'ractor facilitias, and shell be provided edequete and eppropriate work space, in order to conduct audits in compliance with the provisions ot this article together with subsection (c) hereof. Gry shall give subcontracto� reasonable advance notice of intended audits. C Contractor and subcontractor agree to photocopy such decuments as may be requested by ihe City. The City agrees to re�mburse Contractor for the cost of copies as follows: 1 copies and under - 10 cents per page � 2. more than 50 copies - 85 cents for the first page plus fifteen cents tor each page thereafter D-a1 INCREAS� OR DECREASE IN QUANTITIES The quan:ities shown in the proposal are approximate. It Is the Cor,tra�tor's sole responsibility to verify all pay i;er., quantities prior to submitting a bid. When the quantity of the work to be done or materials to be furnished under any pay item o( the contract Is more then 125?� ot the quantity stated in the contract, whether stated by Owner or by Contractor, then either party to the contract, upo� demand, sha11 be entitled to negotiate for revised consideration on the portion of work above 125% of the quantlty in the contract. VVhen the quantity of the work to be done or materlals to be furnished under any pay item of the contract is less than 75% of the quantity s'ated in the contract, whether stated by Owner or by Contrector, then e(ther party ta the contract, upo� � �l 12i 10!1999 18: 23 $173357437 DUNAWAY ASS0C. FAGE �'U!'�'9 :� SPECIAL PROVISIONS CITY OF FORT WORTH TRAN5PORTA71ON & PU�LIC WORKS DEPARTMENT FOR: 1998 CAf'17AL IMPROVEMENT PROJECTS - CONTRACT 21 Reconstruction of Meadowbroak Drive with New Concrete Pavement (Handley Orive to Sandy Lane) DOE NO � 2189 UNIT I� WAT�R & SANITARY SEWER REPI.ACEMENT Water Project No.� F'W 53-060530175410 Sewer Project No.� PS 58-07058017�4550 UNIT II� PAVING RECONSTRUCTION & STORM DRAINAGE IMPROVEMENTS T/PW ProjeCt No.: C1 1 5-0201 1 5040543 1 SCOPE OF WORK: This work shall include all materials, labor, equipment, tools and incident2ls necessary to construct the proposed paving improvements and other appurtenances in accordance with the pla�s and SpecifiCat�orl5. Award of Contract and Working Qays: (1) Brd Alternatives: The proposal section of ihis dvcurnent is desiqned as ona proposal: UNIT I� WAi�R & SANITARY SEWER REPLACEMENT Water Project No.; PW 53-060530175410 Se�ver Project No.� PS 58-070580174550 UNIT II� PAVING RECONSTRUC71ON 8� SiORM DF�AINAG� IMPROVEMENTS T/PW Project No.: C115•020115040543 (2) Submission of Bids: The proposal sections of the special contract documenis are arranged to allow the Contrector to submrt one sinyle bid on all units combined; this � document is designed as one set of contract documents and shall be conslrued as a � single packafle. Award of contractor shall be to the low bidder of Units i and I; combi�ed. (3) Th� number of working d�ys Shall be as follows' Units I end II combined; 250 warking days. 2 Coniract will be awarded to the Iowest responsive bidder. 3. The Contractor agrees to complete the Contract within the allotted number of working days. If tne _ Contractor fails to complete the work within the number of working days specified, liquidafed damages shalf be charged, as outlinad in Part 1, Item 8, Paragraph 8.6 of the "General Provisions" of ihe Standard SpeCification for ConstrtlCtion of the City of Fort Wo�th, Texas, 4. INCREASE OR b�CREASE IN QUANTI7IES: 7he quantities shown in the Proposal are approximate. It is the Contractor's sole responsibifity to verify all the minor pay item quantities prior to submitting a bid When the quantity of the work to be done or materials to be furnished under any maJor pay Item of the Contr•act is more than 125% of the quantiiy steted in the Contract, whether stated by Owner or by Contractor, then either party to the Contract, upon demand, shall be entitled to negotiate for revised conslder�tion on the portion of work above 125% of the quantity stated in the Contract. 12/10/1999 1�:23 8173357437 DUNAWAY ASS0C. P��GE 21;'?'� SPECIAL PROViSIONS CITY OF FORT WORTH TRANSPORTAiION & PUBLIC WORKS DEPARTMENT CONSTRUCTION NON-PAY ITEM NO. 1-- C�EARING AND GRUSBiNG: All objectionable items within the Ilmits of this project end not otherwise provlded for shall be removed under this item in accordance with Standdrd Specificatlon Item 102, "Clearing and Grubbing". However, no direct payment wilf be made fpr this item and it shall be considered incidental to this eontract. N�N-PAY ITEM NO. 2- SPRINKI.ING FOR DUSI' CONTROL: All applicable provisions of Standard Specifications item 200, "Sprtnkling for Dust Control" shall app�y. However, no direct payment will be made for this item and it shall be considered incidental to this contract. . NON-PAY ITEM No. 3-�ARRICADES AND TRAFFIC CON7ROL� Contractor shall be responsible for providing barricades and traffic contral as set forth in the "1980 Texas Manual on Unifarm Traffic Control � Devices for Streots and Highways" and per Standard Specification Item No. 524, "Barrier end Warning and;or Detour Signs", Fort Worth Public Works. Payment for traffic control and traffic control devices shall be considered subsidiary to �vork performed as stated in Standard Specification Item No. 524, City Of Fort Worth and no additional compensation wfll bo allocated. � NON-PAY ITEM NO 4— MAINTAINING ACCESS: Contractor shall be respons�bSe for maintaining access to all homes and businesses during consiruction, NON•PAY ITEM NO, 5- C�OROINATION, MEETING. AND PR�S�NTA71ON: Contractor to schedule one meeting with the Homeowner's Associations. The following will be present at the meeting: • An officer of the prime construction company • All the foreme� that will be supervising work Agend� of iterns tv be covered: ^ • Construction schedu!e , ! • Construction mothods • Impact on homeowners � - Tra�fic re-route plan PAY ITEM NO. 1— PROJECT DESIGNAT�ON SIGN� 7he Contraclor shail construct and '+nstall one (1) '` Project Designation Signs for each end of project and It will be the responsibllity of the Contraetor to .. maintain the signs in a presentable condition at all times on each project under construction. M2intenance �vil; include painting and repairs as directed by the Engineer. ^ It w;ll be the responsibility of the Contractor to have the individual project signs lettered and painted in 2ccordance with the enclosed detail. � PAY 1TEM NO. 2 BASE BID - 7-INCH REINFORCED CONCRETE PAVEMENT: All �pplicable provisions of Standard Specifications Item 314, "Concrete Pavement", shall apply. The contractor st�all use a six (6) sack concrete mix for all hand placement in the intersections. The unrt price bid per square yard shall be full payment for all labor, material, equipment and incidentals necessary to complete the work. PAY ITEM 1J0. 2 ALTERNATE: Contractor sha!! use a six sack concrete mix. 7"he road sha11 be open to trafflc wlthln 72 hours. .-, ,rr.ti n -R_�_._ .� rr_ � �•xl,trrfnn � 12/10/1999 13: 23 8173357437 DUNA4JAY ASSOC. PAr;E '??� �� r • SPECIAL PROVISIONS CITY OF FORT WORTH TRANSPORTATiON 8 PU9LIC WORKS DEF'ARTMENT PAY ITEM NO. 5- HMAC TRANSI71ON. This item will consist of the furnishin9 2nd placinfl at v2rying thiCknesses 2n HMAC surface in transition areas where indicated on the pl�ns snd at other lacations as , mey be directed by the EnQlneer. 7his iter7� shall be 9overned by all applicable pravisians of Standard Specificatrons Item Na. 31'l. The pnce bid per ton for HMAC Transition as shown on the Proposal will be full payment ior al! materizls, I�bor, equipment, tools and incidentals neCessary to complete the work. PAY ITEM NOS. 7, 9, AND 10 - DEMOLITION O� CONCRETE FEATURES: This item shall be for savrcutting, removal and disposal ot all exlsting concrete curb, gutter, sidewalks, d�iveways, and concrete pavement required to canstruct the new paving improvements as indicated vn the plans. Item 104 applies. The unit price bld shall be full compensetion for all labor, tooiS, and equipment necessary to complete th� work As subsidiary to this Pay Item, contraCtor shall provide gravel dikes for poilution preventi�n as shown on plans or directed by engineer. PAY ITEM NO. 8- 7-INCH CONCRETE CURB: The Contractor may, at his option, construcf eitner integra� or superimposed curb. Standard Specification Item 502 shall apply except as herein modified. � (a} fntepral Curb 1, Inteyraf curb shall be constructed along the edge of the pavement as an integral part ot the slab � �nd of the same concrete as the slab. The concrete for the Curb shall be dep�sited not more than �. fhirty (30} minutes after the concrete in the slab. (b) Superimnosed Curb �- Concrete shall have � minimum compressive strength of three thousand (3,000) puunds per square inch at twenty-eight (28) d�ys. The quar.tiiy of mixinQ waler Shal! not exceed se��er� (7) U.S, gallons per sar,k (94 Ibs.) of Portland Cement. The slump of ihe concrete shall not exceed � three (3) inches. A minimum cement content of five (5) sacks of cement per cubic yard of col�crete is required. � PAY ITEti1 ►vO. !1 BASE BID - 6-INCH C EINFORCED CONCRETE DRIVEWAY: All applicabie i-� provisions of Standard Specifications Item 314, "Concrete Pavement", shail apply, The contractor shall use a tive (5) sack concrete mix. The unit price bid per squarc� foot shall be full payment for �II labor, � material, equipment and incidentals necessary to complete the work. PAY ITEM NO, 11 -- ALTERNATE B/P: A slx sack concrete mix shall be used. 1'he driveway sha11 be consiructed at the same trme wifh fhe paving. �.. � PAY ITEM NO. 13 � REINFORCED COIdCRETE WNEELChIA/R AGCESSlBLE RAMP: The Gontractor shall consiruct standard concrete wheelchatr ramps as shown on the enclosed details, or as directed by the Engineer. Pay limits for laydown curb and gutter are as shown in the Standard Pay Limit Det�il (WR-1). The pay limit will extend from 9" outside the lip of the gutter to 15" back from the face of curb. Any asphalf tie-in shall be subsidl�ry to the curb and gutter pay item. Pay limits for "5tandard Wheelchair Ramp" will start 15" beck from the face of curb and encompass the remainder of the �amp and sldewaEk. All appticable provision of Standard Specificativns Item No. 504 "Conerete Sidewalk briveways" sf}�II � apply axcept as herein modified. � 12/10/1999 18:�� 3173357437 DUNAIJAY ASSCIC . PAGE '� �; 29 r � � � L� CI J SPECIAL PROVISIONS CITY OF FORT WORTH TRANSPORTATION & PU6LIC WORKS �EPARTMENT PAY ITEM NO. 14 - ADJUST EXISTING MANHQLE RIM TO GRADE: The Contractor shall be responsible to provide all labor, materials, equipment and incidentals necessary to adjust manho�e tops, reflardless of type, to appropriate grades associated with the street and right-of-way improvements of this project. 7he unit price for this item is a pre-bid amount of three hundred fifty dolfars (5350.00) each and shall b� full compensation to compiete this wo�k. PAY 17�M NO. 95 — 7O1'SOIL: This item shalt be governed by Item 116 of the City of Fort Worth Standard Specifications for Construction. Loc�tions of the topsoil shall be directed by the Engineer. 7he proposal quantrties shown are calculated to provide topsoil four tv six inChes in depth (comp2�cted} over the parkway area and do not include material deeper than design depth behind the curb. The pay item is intended to pay for topsoil that must be imported where suitable material is either not available or the job or cannot reasonably be stored on-site. Payment wi11 be mads on the basis of loose truck volume (full truCk with sideboards up) tickets and mate�ial must meet City of Fort Worth standards for topsoit. Only the volume imported will be paid for and may be substantially less than the proposed quantitios listed. The unit price for this pay item is a pre-b�d amount of eleven do►lars (S11.00) per cubic yard. PAY ITEM NO. 17 — UNCLASSIFI�0 STREET EXCAVA71ON: See Standard Snocffication Item No. 106 "Undassified Street Excavation" for specifications �7overning this item. Removai ot existing penetr�tion or asphalt pavement shall be included under thls item. All objectionable material found withln the limits of excavation shall be removed from the job site and disposed of in a mannQr satisfactory to the �ngineer. Removal of such shall be subsidiary to this item unless otherv�ise provided herein. Operatrons necessary to wind�ow existing gravel bare in order to lower or raise subgrade shall be considered � subsidiary to this item and no additional compensation shall be given as such. The intention of the Owner to pay only the plan quantity without measurement. Should either contracting party be able to show an error in the quantities exceeding 10 percent, then actual quantities will be paici for the unit price bid 7he party requesting the payment of actual rather than pfan quantities is responsible for bearing any survey and/or measurement Costs neCessary to verify the actual quantities. 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C1TY OF FORT WORTN MONUMENT �7467 SET FCUSH IN SOUTN E�Ip t�' INLE'T WEST CURBLIN�' MlL4M 5'iREE7 APPROX. 92' NORTH OF NORTH CURBCIN£ ME40dW8RO0K OR�V�. �i __ ,59.3.54 UTILlTY NOTES TNE UTlL1TlES SH0WN 0N TM£ PUSNS WERE C0MP/CED FR0M �ARIUUS SOURCES ANp A.RE lNTENPED T0 SHOW iHE GENE'RAL EXlSI'ENCE AN�� L0CATl0N 0F UTIL�T/ES IN rHF ARE4 0F C0�lSTRUCTl0N. 1 HE £NGlNEER ASSUMES NO RESPONSIBl�lTY FOR THE ACCURACY OF iHE UTlLITY lNFORhfATlON SH0NIN ON THE PLANS. TN�' C0Nl'RACi0R SHtiLL YERIfY 7'HE EXACT LOCATlON OF ALL UTIUrIES PRIOR To CONSTRUCrION. 7HE CONTR4CrOR SNALL CONTAC� UnLl1Y CO�aPAN/E5 48 NOURS IN AOVANCE OF ANY CONSTRUCTION ACJ7�ITIE5 IN ORDEP, TO DETERMINE IF 7HERE 15 ANY CONfT.ICT WI rH TNE PROPOSED FAC1CI71�S. THE CONTR4CTOR SHALL NOTIFY rHE ENCINfER IMM£DIATELY WHEN CONFI.(CTS WlTH EXISTING UTlLlTIES ARf DISC0V�RE0. THE F0LL0WINC PH0NE NUMBERS AR� PROVIDED F0R CUNVENIENCE. CONS/DERATlON OF 07N�R UT1L�71ES MAY B£ REQUiREO fORi WORrH WATER DEPT FORT WORTH 7'PW rxu Ec�crRrc & cas SOUTHWEST�RN BELL (817) 871-8296 (8 J 7) 871-310iv r-aoo-zz3-z,�� 1-800-395-044.n. CONTRACTOR SHALL CONTACT ALL PROPERTY OWNERS TO A�LOW THEM TO SALVAGE SHRUBS AND FLOWE'R5. Ma,1pR CONS7'RUCT�ON rrEMS 21 " R. C. P- 24 " R. C. P. 1 S0 L F. 240 LF. � � �v� �v�V V�' �.,�470 L.F. 10' CONCRETE CURB 1NLE'i 2 Eq 20' CONCRE7E' CURB /NLET � �,q � 25' CONCRE7E CURB INLET 2 Eq 5QUARE ,�? 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' �-- �_ - -� -.�..}. � �_ _I __ .:� �� . 7. - —. -�-� � r��-^;+3,.�� .� .- � �� — , /� _— � —__ � ��• _ �.-�" � _r-._. _ _ _F�_" ` _ ___ , � r �, --�- �. ��,7 1 — —1. �*�`._._.' —._�_— __ _�.�.� �'� •� � 6 - - _�� * —_ � — --- r . ___�_. _ � -- .--�-�� r — - _.�� _ _ r, � �-�.�-�---- .- _-_�. _ _ - � . *, � _ _== --, _- - --- _-�-- - - _o j--- -- , � �f _ � '�-.-��: -:_ _ � � . ' ; �_ I , ��----- _ - _��.,� ► ��1 '�- -.� � _ --�t= ~� � __ ---�- : � � r � ` �� _ , ;� _-�-- ~ - --__ `_ � --�� _,"'� � _ ' 't ;►i.,� � -F- � � .� ,, [.fi� ii,',!� � _ - - �- �► --- - _ - , ` - - - . � . � � _ � i i . - -�".i� _ -- i _ i ' - '' �' � ��1� �-� ��u"� --�-� � I �,: ,--.-�- � - ,- _ � _7 "`� _ _ -�-�.�- =�1 � �.- �_-= �� : �- -��- - � =--- . ---.:-� , r_ ..�--��.r � - --- -...._ _ � ` ; _ . . r. �+ —r r. r. . . .... �+-� �� THES� DETAILS ARE PART UF PAGE - DUNA�tiAY ,A.SS�CIATES, I1 12f 1 3i 1�3�3a 18: 55 8173 �5?437 DUNAWAV ASSOC. P�GE ��/ 11 r- CITY OF FORT WOR7H, TEXAS DEPARTMENT OF ENGINEERING ADDENDUM NO. 2 TO TME SPECIFfCATIONS AND CONTRACT DOCUMENTS FOR � 1998 CAPITAL IMPROVEMENTS PROJEGTS CONTRACT 21 UNIT 1: WATER & SANITARY SEWER REF'LACEM�N7 UNIT II: PAVING RECONSTRUCTION & STORM DRAIN IMPROVEMENTS TO SERVE RECONSTRUCTION OF MEADOWBROOK DRIVE WITN NEW CONCRETE PAVEMENT - {HANDLEY DR1VE TO SANDY LANE) D.O.E. ProJect No. 2189 Water Praject No. PW 53-0s0530175410 . Sewer F'roject No. PS 58-070580174550 TlPW Project No. C115-020115040543 Addendum Issued' December 13, 1999 Bicis Received Unttl: December 16, 1999, 1:30 p.m. The Contract Docurr�ents for the subject project are hereby revised or amended as follows: I. SPECIFICATIONS A, Part 7 - Proposal • Unit I: Sectlon A- Water - Changed quantity of Pay Item No. 30 to "6,337" in lieu of "11,186". (5ee Page 7(41/ • Unit I: Section B- Sanitary Sewer Replacement - Changed Pay Item Nv. 5 to "15-in." rn lieu of "16-in " - Ch�nged quantity of Pay Item No, 27 to "404" in lieu of "1,600". (Sea Fdgas 7(6) and 7(F)f � • Unit il: Paving Reconstruction & Storm Drain • Base Bid� - Changed Pay Item Nos. 22 through 27 to "Class IV" in lieu of "Class III". (See Pages 7(11! enA7(12)j • Alternate Sid ° - Changed Pay It�m Nos. 22 through 27 to "Class IV" in lieu of "Class III". � (See F'eges 7(?5) and 7; f6)f 8. Part 13 — Speclal Provislons (Transportation & Public Works Department) • • {ndicated driveway to open within 72 hours on Pay Item No, 11, Alternate Bicl.. /Sda F'aqa 13(lU)J BIDDER SNALL ATTACH THE REPLACEMENT PAGES TO ORIGINAL DOCUM�NTS 4 � 1•Li1''19`�g 1S:c; �17�357437 DUNA4�lAY ASS0� . P�GE Ei?;'ll CITY OF FORT WORTH, TEXAS DEPARTM�NT UF ENGINE�RING ADO�NDUM NO. 2 This AddAndum forms a part of lhe Contract Documenis referenced �bove and modifies the original Contract bocuments and plans. Acknowledge receipt of this Addendum on the space provided below and on Page "7(16)" of your Bid Proposal and �ote on the outer envelope of your bid. Failure to acknowledge receipt of this Addendum cou�d subject bidder to disqualification. RECEIPT ACKNOWL�DGEb� By. Title: . .... _ .. A�ddr�ss; 7eE�phane: . eY� � �--- — � Rick `�e, P E and Manaper � Consultant Services (DOE} U 1'?/13; 1999 1�: 55 8173?57437 DU�JAWA`r ASSOC. UNIT I: SECTION A- WATER PAY APPR0X. DESCRIPTION OF ITEMS ITEM pUANTITY I WITH BID ARICES WRITTEN 1N WORD3 I 25. 3 EA 2-in, servlca tap to main , Dotlars ar,d Cents per EA $ � 26 2 EA Replace 2-in. doPnest{c meter complete and In placa � I Dollars I � ; I ; and . . _ _ Cents pe EA $ 27. � 2' EA Relocate 2-in. domestic meter compfetd and In place i Dollars � , � a�d CenU per EA 5 � 2d 33 �A Ciass "B" meter box replacement IDollar9 � I and Cents per EA a 29 35 LF 2•in. domestic Type "K" copper service replacement for s!ngle service IOollars + and __ _ Cents per �F 3 ! 30. 6, 337 LF 7emporary HMIAC pavement repa�r per Fig. A � ' Doliars � � and Cents per LF $ 3i. a.020 ! F I Trench safety system (>5-ft depth) , , i Dollars I� I and _ _., Cents per LF $ 'I 32. I 1 LS I F�nish and lay 2-�n. p�pe and flttings'or temporary water , , � servlce connection (all streets) I I Dollars � � and . ____� _ Gente per �S $ 33. � S EA 2-in. combination a�r rele2se dnd vacuum valve and vault I I Oollars I ; • and Cents aer EA S I 34. 1 EA Standard blow oH valve per Fig. 18 � � � � pollars p I � and ` � Cants per EA $ i ig. 1 EA d-In. detEcted check valve ! � ' I DOlial3 I' and _ Cents per �A $ FAGE i_�4;' 11 lfN1T � TOTAL I VAI.UE VAI.UE � I 3 �$ I I �� I � � $ I I 13 I$ 5 �.r.w.,.,.�.�.., xe�, 7 ��/1a/A0 � 12;'13,�199'3 12:55 81?3357437 DUNAWA`t A� �OC. P�GE ��;' 11 UNIT I: SECTION B- SANITARY SEWER REPLAC�MENT PAY APPROX. DESCRIPTION OF ITEMS ITEM QUfiNTITY WITH BlD PRIC�3 WRITTEN IN WqRbS t 97 LF 8-In. ID sewer pipe (a�� depths) UNIT 70iAL VALUE VALUE IDollars and ____ . ___ . _ Cents per LF $ 3 � 2 25 LF 15-In. {D sewer pipe (all depths � � Oalars � I' I anci Gen�s per LF $ $ ; f 3. � 20 LF 12-In. ID sewer pipe (all depths) I Oollars I � I I and Cents per LF $ 5 Ia. 145 LF 78-in. IO ductile iron S5 pipe {all depths) � Dofiars , � and r_ Cents per LF $ $ � ' S 67 lF 15-Jn. IO d�ch e iron SS pipe (aY depths) � JDo�lars 1 I and _., Cents per l.F $ $ � � n. I 205 LF 12•in. �[7 ductlla iron SS pipe (all depths) I I Doliars � � and Cents per LF $ � � 7 3,655 j LF Pre•constructfon televislon Inspeciion of old SS Ilnes (pre- � ` con;truction) � i I Dollars � � i I � and . Cents per �F S � � 8 3,655 LF I Post constr�r,tlon teievision inspection of new SS lines (post I � constiuction) � Dollars + � � and Cents ver LF � $ � 9. 3.0CG LF I Tre�ch safety system (>S-ft. depth) I � Do��ars I and _, _, Ce�ts Der l.F S 5 � I10. 70 LF ConCrete encas�ment Dollars I Iand _� __ Cents per LF $ $ i , 11 1.545 L� 15 l0 15-in. min. E.O. sewer by plpe enlargement method" � ' pollars I i I I and __ __ Cents per lF 5 $ I � 12 6a2 � L� � 8 tc� 12-In min LD sewer by pipe enlaryemant m6thod" � � Uolfars � � I. and ___ __ _ Cents per LF $ 5, _� " Contractor must complete City Approved Product and Method form on Page 7(9) 7 f�1 n.JrlerN�irr Aln �1 _ '1'J'l1 �fQ'� � I � L 12i13!1999 15:55 8173357437 DUNAWAV ASSOC. PAGE �3E�,� 11 UNIT I: SECTI(3N B- SANITARY SEWER R�PLAC�MENT PAY APPROX. DESCRIPTION OF IT�.MS UN17 TOTAL � ITEM QUAIVTITY WITH BIO PRICES WRITTEN IN WOR0S VALUE VALUE 25 370 l.F 4-In. sanitary sewer service lines (a{I depths) � IDollarg � ' � � and _ Cents per LF $ 5 ' 20. I 27 I EA 4-in, SeMce tap Dollars I �� I and . . , , _ __ Cents per EA $ $ � � ?; 104 �F Temporary pavem�repair per FTg. B I � �ollars � , I � and Cenis aer �F 5 S � 2d 1 �0 ' LF Permanent trench repair per Fig. d I II Do(lars � ` and _ _ ,__ ___ _ Cent� per LF $ S I 29. � 3 EA Clay dam � � � j Dollars � � end Cents per EA $ 3 . � �. � .- Mh. ,,,, . ;. ,,.. _�.:... ;� �+�iii i" ': ' ' •''r' 707AL UNIT I: � SECTtON B -, 5AN17ARY SEWER REPLACEMENT `•` ,� � $ �,'`� ;�I � � . " . �•� � � i . ,; ��:�t . .� � I N07E THAT THfS 5CHEDULE OF VALUES MUST EQUAL AMOUNT BIO � E . "` Contractor must complete City ApprOved Product and Method form on Page 7(9} -- • 7 fRl d�rfrianriTrri] ltifD. ?— 1Z%13,�'99 12/13/1999 18:55 8173357437 DUNAWAY ASS�C. FAGE 07rb1 UNIT Ii: PAVING RECONSTRUCTION & STOFtM 0RAIN IMPROVEMEN7S �� . xN.�: 9.��°,cF �. . . tl .1 �fl,. �f .7 ' u1� ' . i EP�JE G71� r.:F;:f��.�f �' 'fl '.1 1 (� .. � � .�(!• �, . � , y 1 I. .� . IAI. .� . _. � . - . . i.4 f .�' 1 � �- . . . . �r , ' n.', . , PAY APPROX. DESCRIPTlON OF ITEMS UN1T TO7AL ITEM QUANTITY WITN BID PRICES WRITTEN IN WORDS VAIU� VALUE 13 5' EA Reinforced concrete wheelchair accesslble ramp Dol�ars I Iand ______ __ __ _ __ ___ , Cents per EA $ � ' 14 � � EA Man�ole adjustmen� � Three H�andred Fifry Dollars � ' i and No _ Cents per EA $ 350.00 $ 350,00 I 15. 8�0 � CY Topsoil � I � I Eieven Dollars � i M and No Cents per CY E 11 00 S 8,2n0 0C I 16. 29.b96 LF Silicone jolnt sealant � � , Dotiars � ` I I I I and Cents per LF $ 3 : 17. I 7,9Uo � CY Unclassifled street excavation � � Dollars and Cents per GY S $ I 1� 15 EA Remove exlsting storm drain inlets ' I � Dollars I �� ( and _ _ . ___ _ Cents per EA $ � 3 ' 9. 12 EA 10-ft. storm��8in lnlet ; � I Oollars I G � � and Cents ver EA 3 � 5 I I :C '? i EA 2�-ft. srorm drain inlet � I � � ' � Dollars ( p � � I and Cents per EA 5 S ' 21. 4 EA 25•ft, storm draln inlet f �Dvl;ars � a�d Cents per EA $ $ � 22. � 550 LF 21•inf Class !V RGP storm drain pipe poilars � I and ` Cen►s per �.F � 3 23. j 1,395 LF 24-in, Class fVRCP s!orm drain pipe Y I� Ooliars � and _ _ _ Cents per LF 3 � I 24. 25 LF 27-in. Cfass /V RZ:P storm draln plpe ' � , Dollars � � I , ,and ., Cents per LF $ I S � `� �T�1 nr�[.d,..,�rfr�nn M1�n ?_ i71f'�/hQ 1'�!13/1999 1P:55 �173357437 DUNAWAY ASS0C. PAGE t�i3/ P 1 UN17 II: PAVING RECONSTRUCTION & STORM DRA1N IMPROVEMENTS ' " � . �+(�� F;-�� :.��.��,��PI:, . . . "`��JG ��.:-�-qa-i�.7 ��F ilf�'��'�« .� 1 Y�._. . , . _ �� . .. � �' � L;r .� . ' 7' � • , d. 1 " - , . o.✓ub. . . .. , .. . . ��• .f � . . PAY � APPROX. D�SCRIPTION OF ITEMS UNIT 7OTAL ITEM QUANTITY WITH Blb PRICES WRITTEN IN WORDS VALUE VALUE 25. ' 428 L� 30-In. Class !V RCP storm drain pipe IDollars { I and _. ___„ Cents per LF $ 3 I 26 1,405 I LF 33-in. C/ass !V RCP storm draln pipe I Oollars �i ' I and Cents per LF $ $ I 27. I a0 I LF 42•�n �lass TVRCP storm drain pipe � � � Doilars ; and . _ __ __ _ _ __ Cents per LF $ 5 � 26 I� 516 � L� 6' x 5' rein(o�Ced concrete box �u��ert i � boltars ! ; and Cenls per LF $ S I 29 9 � v8 LF 8' x 5' relnforced concrete box culvert � y � oo�lars i � 1 and __ Cents per lF 5 � � 30 j 55 I LF � 7' x 4' relniorced co�crete bax culvert I � Dollars l I � and Cents per LF 5 S I 31. ; 2,flCu LF � Trench safety system � I Dollars N and _ .,. Cents per LF S $ f3.'.. ' 6 EA 4•ft. square manholas I A � Doliars f I I � and ! Cents per EA S S f 33 1 EA I 7-f;. squar¢ manholes � I � Dollars I �� and Cents oer EA 3 $ I 3a � � EA 8•ft. sqvara manhotes � � Dollars I I i and � Ce�ts �er EA $ S I 35. I 1 EA j 9-ft. square manholes � � I Ooll2rs I and Gents per EA 5 $ r 30. 1 I LS Naadwall and w ngwallsTor 5' x 6� concrete culvert ` I Dollars r I and ^. C:ents ner LS � $ � IIr�Iv+ianrir�M �flin '�.� "��f'�.�/Qt} 12r`13/1999 18:55 817335743' DUNAWAY ASS0C. F'AGE ��'�/11 UNIT II; PAVING RECONSTRUCTION & STORM DRAIN IMpROVEM�NTS - � � . . - � �. '�` '� �.AL.'�RNA`fER1D �,r�,��s�+7r��rri� �..t �1' k"-" ' , . . , t: .� v�. . ., �..- �� .��a�J ;�a.��-'. . �'r. t I'�;! ,� . PAY APPROX. DESCRIPTI4N OF ITEMS UNIT TOYAL ITEM QUANTITY WITH B1D PRICES WRITTEN IN WORDS VALUE VAt,UE i 12 887, � SF Relnforced concrete sldewaik and leadwalk � ( Dotlars dnd __ Cents per 5F 5 S '13. 5 EA Reinforced concrete wheelchair accessible ramp ! II Oollars I i I a�d Cents per EA $ $ I 1a. 1 EA Manho�e adJustment � � Three Hundred Kiftv Ooilars and N�_ Cents per EA � 350.00 5 350.00 ; 15. I 840 I CY Topsoil � � ElavEn Dollars I I and No Cents per CY $ 11 A0 $ 43,240.00 J � �6 29.096 I LF Silic�r.e join; sea:ant � � I � , Oonars j � ' and Cents per LF $ S , I � � ?,gp0 � Cy Unclassif;ed street exca�ation I � ' Dollars I I and Cenls per CY $ 3 I 1d. 15 I EA Remove existing storm drain inlets ; � ` Do!lars I , and Cents �er EA S S ! I ig 12 � EA ' 10-fl. storm drain infet I , ` Dollars I � � � and Cents per EA $ 5 ( 22 13 EA I 20•ft storm drdin Inlet I � � pouars � � ' � • I � and Cents �er EA S � i � ." »� EA � 25-h s;orm drain inlet� � E I Oollars I I, and _._____ � _ Cerlts per EA � $ � p 22 55p L= 21-In. Clsss /V RCP storm draln pipe I ` f Dolfars I � � and __ ._._ Cents per LF $ � S � .. .._. w_rJ_��....,— Ki.... �s �!7/��/00 i � UNIT II: PAVING FiEC:UNJ I KUGTION 8� 3TORM DRAIN IMPROVGMCNTS ' � . i I�t . � � . . , � �.r � � �1t.��i�+4lY�'�� 41�� '+.� �,,`- �V L �. w i+� �,�e+ `a1 , i _r ,I „J:. .� � � . . . . . , . . _ . . �,. !�T�'. ��' �-:I;s . .. PAY APPR�X. I Q�SGRIPTION OF ITEMS UN17 TOTAL ITEM QUANTITY � WITH BIO PRI�ES WRITTEN IN WOR0S VA�UE VALUE 23. 1,395 � LF 24•�n Cfass !V RCP storm drain pipa � Dotlars and , Cents per LF $ S 2a 25 LF 27-in. Ciass ►V RCP storm drain pipA ' Oollars � � I I 8r.d Cents per LF $ $ i 25. ; a28 I LF 30-in C/ass IV RCP storm drain pipe II Dollar5 i � and Cents per L,F $ S I 26. �,405 �F 33-in. Class !V RCP storm drain pipe Dollars � and Cents per LF $ $ .m��-.� . I27 4C LF 42•in. C/ass�lV RC�' storm dram pipe II Dollars � and Cents per LF $ $ � 2H 515 LF 6' x 5' reinforced con�rete box culvett � � Dollars ! I _ � and — _ Cents per �F 5 � I 29, 168 � L- , 8 x 5 relnlurced cor.crete box culvgrc ' I Dollars � and _. _ ,_ Cents per LF $ $ � 30 55 LF 7' x 4' reinforoe� �oncrete box culver� I Dollars 1 � I ard _ ___ Gents per LF $ $ � 31. 2.9C0 l.F Trench sa�ary system � � �ollars . I anc Cents per LF $ $ � 3?. � E EA i 4-h. square manhoies Dollars j ' and Cents per �A S 5 • ?3. t � �A 7-ft. square manholes I� Dullars I � and Cents per EA $ $ � 34 y I EA 8-ft. square manholes �o��ars i and Centa par EA $ S I� gP.�5s^0_Specs_1039_O!? Prnp_.lJ�?Aoc 7 (16) Addendum No. 2 - �f 2/13/99 � 12/13/1999 19:55 8173357437 DUN/�WAY ASS0C. PAGE 11/11 � SPECIAL PROVtSIONS �" C17Y OF FORT WORTH 7RANSPORTATION & PUSLIC WORKS DEPARTM�NT � _ PAY {iEM NO. 5— NMAC TRANSITION: This item will consist of the furnishing and placing at varying thicknesses ar, MMAC surface in transition areas where indicated on the plans and at other locations �s __, may be directod by the Engineer. This item shall be governed by all appiicable provislons of Standard Specifications Item No. 312. Tf1e price bid per ton for WMAC Transition as shown on the Proposaf will be fulf p�yment for alf materials, labvr, equipment, tools and incidentals necessary to complete the worlc. PAY IT�M NOS 7. 9. ANO 10 - O�MOLITION OF CONCRETE �EATURES: This item shall be fvr sawcutting, removal and disposa! of aIl existing concrete curb, gutter, sidewalks, driveways, and concrete pa'Jement requirod to construct ihe new paving improvements as Indicated on the plans. Item 104 applies. The unit price bid shall be full Compensation for all labor, tools, and equipment necessary tv complete the ' work. As subsidiary to this Pay Item, contractor shall provide gravel dikes for pollution prevention as shown on pl�ns or directed by engineer. PAY ITEM NO. 8— 7-INCH CONCRETE CURB: 7he Gontractor may, at his optian, construct either inteyral or superii�posed curb. Standard Specification Item 502 shall apply except as herein modified. (a) Inteqral C�irb Integral curb Shall be constructed along the edge of the pavement as an integrzl part of the slab � and of the same cvncrete as the slab The concrete for ihe curb shal! be deposited not more tnar , thirty (30) minutes after the concretQ in the slab, , (b) Su�erimposed Ct�rb Concrete sh811 have a minimum compressive strength of three thousand (3,000) pounds per square inch at twenty-eight (28) days. The quantity of mixing water shall not exceed se�✓en (7) ' U.S. gallons per sack (94 Ibs.) of Portland Cement. The slump ot the concrete shall no` exceed � threv {3) inchos. A minimum cement content Of tive (5) Sacks oF Cement per Cubic yard of ; conCfete is requlfed. � PAY ITEM NO. 11 BASE BID — 6-1NCH R�INFORCED CONCRETE DRIVEWAY� All applicab�e provisions of Standard Specifications Item 314, "Concrete Pavement", shall apply. The contractor sha�I use a five (5) sack concrete mix. The unit price bid per squ��e toot shall be full payment for afl Izbor, '� m�terial, equi{�ment �nd incidentals necessary to Complete the work, PAY ITEM NO. 11 — ALTERNATE �ID� A six sack conerete mix sha11 be used. The driveway shail be open wlthin 72 hours. PAY IT�M NC�. 13 — REWFO�CED CON�RETE WHEELCHAIR ACCE5SIgLE RAMP� The Con;ractor shall construct standard concrete wheelchalr ramps as shown on the enclosecS details, or as directed b; � the Er.yineer. 0 Pay limits for laydown curb and utter are as shown in the Standard Pay Limit Detail (WR-1). The pay � limit will extend from 9" outside t e lip of the gutter to 15" back from the face of curb, Any asphalt tie-in shall be subsidiary to the curb a d gutter pay item. Pay fimits far "Standard Wheelchair Rarnp" �vill sta�t 15" back from the face of curb an encompass the remainder of the ramp and sidewalk. A�� applic2ble provision of Stanr. �rd Specifications Item No. 504 "Concrete Sidewalk Driveways" sh2�; � � pply excapt as herein modified I - . . . .�...__ .�_ � .fqlA7Mi1 � 1�i 1�lll�aqi 1�,.�� GZ%.:3J7'�Jf DUN�WHY A�Sl7C. P�GE Er� ; E� �, . r l CITY OF FORT WORTH, TEXAS D�PARTMENT pF ENGINEERING A0DENDUM NO. 3 TO THE SPECIFICATIONS AND CONTRACT OOCUMENTS FOR 1998 CAPITAL IMPROVEM�NTS PROJECTS CONTRAC7 21 UNIT 1; WA7ER & SANITARY SEWER REPLACEMENT UNIT II: PAVING F�ECONSTRUCTIQN & STORM DRAIN IMPROVEMENTS TO SERVE RECONSTRUC71ON OF M�ADOWBROOK DRIVE WI7H NEW CONCRETE PAVEMENT (HANDL�.Y DRIVE TQ SANDY I.ANE} b.O.E. Project No. 2189 Water P�oject No. PW 53-060530175410 Sewer Project No. PS 58-070580174550 T/PW ProJect No. C115•020115040543 Addendum Issued: December 14, 1999 Bids Received Until: L}ecember 16, 1999, 1:30 p.m. The Contr�ct Documents for the subject project are herEby revised or amended 2s follows• I. SPECIFICATIONS A. Part 7 - Proposal • Unit I: Section B- Sanitary Sewer Replacement - Removed "ID" from Pay Item Nos, 1 through F. - Changed Pay Item No. 5 to "16-in." rn lieu of "15-in,". (Sea Paye 7iFil BIDDER SHALL ATTACH THE R�PLACEMENT PAGES 7O ORIGINAL DOCUMENTS This Acidendum forms a p�rt of the Contract DOCumenis referenced above and modifies the orig�na� ' Contract Oocuments and plans, Acknowledge receipt of this Addendum on the sp�ce provided below �nd on Page "7(16}" of your Bid Proposal and note on the outer envelope af your bid. Failure to acknq�,vledge rec�ipt of this Addendum coulcl subject bidder to disqualification. R�CEIpT ACKNOW�EDGED , �y Title. AG'dress. Tele�hone� �q]94pC AGO:n.!u•.��_t:�ei9_��AO: ��By; �- Rick 7rice, P.E anc� Manager Consultant Services (DOE) 1'�i14;`1'�g�� 1E�:3_, 817:_35; �t3? DUN�,IJAY A�S0C:. FAGE i!;;� E�5 UNIT I: SECTION 8- SANITARY SEW�R REPLAC�MENT IPAY APPROX. DESCRlPTION OF ITEMS UNIT TOTAL ITEM QUANTITY WITN BID PRICES WRITfEN IN WORDS VALUE I VAL.UE � I7 97 � LF 8•in sewar pipe (all dopths) � � Dollars I � S l f � � I I and , _„ ,_ __ Cen!s per LF �$ I 5 1 � 25 lF � 15•In ;ewer pipo (a�l depths) I I , I , Dollars � b � � i a�u! _ Cents por LF I$ $ � i 3 + 20 1 LF � 1:•in. sewer pipe (all depths} I � y� Dollars � � l and _, Cents per LF $ S ' 4. t a5 LF ' 18-in, ductile Iron SS p�pe (all depths) I I I I I Ooll2rs I and Cents per lF S I S � 5. � 67 l l.� 16dn. ductlle iron 5S pipe (all depths) ' ' I � I I �ollars � I and Conts per l.F S 5 6. 205 LF 12•In. ductile iron SS pipe (all depths) I I II I 1 O0ll�r9 I and Cent9 per LF $ l� � 7 V 3.655 � LF Pre•construcdon televisiun Inspection ot old SS lines (pre- I � � coristruction) � Dollars I l I and Cents per LF '$ � 8 3.655 ' LF I Pos: consiruction television Inspection of new SS lines (post ', � j � Construction) � IDollars I , I , � and Cent9 per LF $ g � � 3,000 LF ` Trench sal6ty system (>5-ft. depth) ( � � I � � _ Dollar9 and �_ _ _ Cer,ts por LF $ 5 I 1C�. 70 I LF Corcrete encasement � ! D0110fS � I 1 � I � a�:� Ge�ts per LF ,� �$ , � 11. 1,545 LF I 15 to 15-in min. I D sewe� by pipe enlarggment motl-�od" I �ollars I I I � I I and . Cents per LF I S $ 12. G42 � LF I 8 to 12•in min. I,p, sewer by pipe er.largement method" � I I Dollars � i � land C� r F� • _ _. _ e, ts pe L � S _._I " Contractor must complete City Approved Product and Method forrr� on Page 7(9) ae�v:�C_$:2C5_!V59 CO_Prnp A0:a„� 7(6) Addendum No. 3— 12/14/99 � i � � 1'�':`1J;`19'3'� 1E,: �': ��1'='='5!4?'r DUNA4JAY AS`�OG. F'A��E l4/il5 -•-_•--._ �.__ ___ . __.... , . . __. __.. _....... ..__... _._ ,- -- ADDENDUM N0. 3 �XHIBIT ' 1' � � E,_r 1, lC1r 1 � .. �-r • �-r}' � � ��_T GREEri �-!I�� .'_':��T�C'i .:�F�, � � ,=; 't;,�. , � , 111�1'�v � , 1 �' � .-.; j�fi�—,f,•'Crrlcy_yv`'r �; E 1_�r.75 Fi��_T0�I �Iv 1��24 � � i: ;�,, : _ � . 7;' .24r.-.��.,i ,� . . � �� .. 7nll . , .. .�T� 6'�'iJ ti�c:%+ilG'„G�,�;);j�. :.r,, � C0NTR0L POINT �y286J 60 D NAI� � �I P1� �!� . ��. t � � , . . r'r" E , - - .- - •,;,.;,,;. ; : - . � STA p+67.4 PRO�' i. � ELEV = 596._3 � STA 0+00 EX/ST C--. I ^� h' 6915.3280 PROPOSED SSMx ir�� I 0� E 6700. 6260 , t� CONC COLLAR & ti��+ � � � , N 6912. 3390 I ,. � � g �� 6sos. �s�o rr- S�— r d aah � ,� �' � i,^�`y ,,.� _. � - - - , k� ��"'v c � �1 • ,., � ,--,r-- � 4y � . ,ti.�_. MF_-z_ . �+ '� 'wG�� r .�) �F_.,a'a� � � , � r I ,3,.�qr a� r'.� , .. i�� t � �• �6� �% �� _ v-_..� � I�_;`..I lf � i 1/2" 1R� � `"x`` �a��_ . 1 — , _ � ._ -�0" SS- - _ `� � .�.� : � , � � �� • �W � . L+� SED C-5433 � ' ' 4 , ~ �� " •, sr�:ru..��F H�•: (S£ PACE 14) I I f �� 1��+ +�,."',�i�1 �� . r`�.n�..=7 �._vL .. - r .. ... .._ . . ..r —.__ _'I' r � c�. -) �__ � �--.^.�� .�— �� —..r., , ._. I •- . � ' � � 1 r 1. . ��1y� A , � .� � . � - .� � � + . . . . � ^ ._— " � i � � � . . .� .�... .___ ..�. —. '\ � . ,t�...� .... . _— _ . .. � .� . � � ... . . �.._...a ._ . . . . _ � _ i � •.. ....� .�... � i.... � � i � .. r �s e ". . �PHA��A l'EAAEMT� � �!i'1 � � � C� 'O 9� �! G� � 41� � (� � � - � ;�?_ � . � __ _ � � � � - � _- -- 1S�- - -- - - - p.��- L� �-^-,-, _- -- - �- -- PROPosEo � E � . . .� .... .. _ _ .. . ---- ._r _ � SA NI TAR Y SElNER �Y _ �� -� -, � _ — _, _ .- ��., — —� � �, � � - �,._ � � ; � , ` ` I' I y r.i��•. _Fv --�� I !'f " � M I! � L-5744 � _ � � � ' � ��j -s' 1 � - ^ • ,� _,. � �-�� _ � + +' � � � � . .,l l � f � ' _ ; - rnnaK ��' IP.F � , _ � I � � r � _ i l' � . . � - _. -. . ; J. :�'� J ?,4' ' ��,�� ` ,I I , � � � _=�— � I � i� �V �� Y� i '� R F4 i � ��. I i .i' • „ ;�,.4..�i—� 4� � (� I I � � '�� '"� � f? ��J/ +N- I ' 1 x � . =,.., � _ -=�� - �- ! - � , - _ � ,- CON TROL PO�N r #53 P. K. NAlL ELEV = 592.99 N 70�4.6960 _ E 6640.OS40 �� . �Vi _JE, �,�_a[,�;l�cF�";,•.. E�— n��D. C�qr��:7 1 r�.a �r �,SF\p:' ^c�=�`��.1� j•..� �.-_ THESE DETAtLS ARE PART OF' PAGE 13 OF 4� � � � �� - � � ``�� r STA 0+00 �r�'� • � 4'�,, '�'� STA 237+9Y c 4`' `� SSMH BUIL T A`. � �, � I; ' M-238 REPL � ! ;�` ' � �''� SEE PAGE '� < . � � ; � � E 6603.89kG , � � N 6979. 7180 .� � -� � � �-- --._ �� ' DUNAWAY ASSOCIATES, Inc. cicertsra - uvc,ecAr� �certrcra ruYt�m - zvmsYom �4oi �ac cscu wtrd eoo }ORT �UYTA TQ.IA 'N1O7 �(al�i5� 1 t71 O:i}/J�El]6 t�s(e17�70-7 ' 1 �� : � l �i �ti �i l F� . _ _ �� 1 ^ _ -� C� 7 ,} � 7 t-+ n c J UUP�I�4�1,=;Y !�S'�QC� . 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'j7G�L'SJ - IwK7&�.➢1 A.�7�fG'[� - vuNlfIIt9 - SVY'/RY0f� 1401 �aamut c�C� eQiT1 l W fVItY Y0R7H :Sfi9 Tl1QT �$ (b r YJ.dC'� 1 4� l 1O�R0(! 1 t Lt2� 81 J8 T wI(8l t j1Ed -1 it'� � TABLE OF CONTENTS 1 NOTICE TO BIDDERS 2 COMPREHENSIVE NOTICE TO BIDDERS 3 PREVAILING WAGE RATES 4 SPECIAL INSTRUCTIONS TO BIDDERS (Water Department) 5 SPECIAL INSTRUCTIONS TO BIDDERS (T/PW Department) 6 MINORITY AND WOMEN BUSINESS ENTERPRISE SPECIFICATIONS 7 PROPOSAL 8 GENERAL CONDITIONS (Water Department) 9 SPECIAL CONDITIONS (Water Department) 10 ADDITIONAL SPECIAL CONDITIONS (Water Department) 11 SPECIFICATIONS (Water Department) 12 DETAILS (Water Department) 12A PROJECT DESIGNATION SIGN (Water Department) . 13 SPECIAL PROVISIONS (T/PW Department) 14 SILICONE JOINT SEALING SPECIFICATIONS 15 DETAILS (T/PW Department) 16 PROJECT DESIGNATION SIGN (T/PW Department) 17 VENDOR COMPLIANCE TO STATE LAW ' 18 CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW 19 CERTIFICATE OF INSURANCE . 20 PERFORMANCE BOND 21 PAYMENT BOND 22 MAINTENANCE BOND 23 CITY CONTRACT 24 SOIL TEST ' 9E09400_Specs_.1099_DO tloc � V -1- NOTICE TO BIDDERS � , � ' � � ' � 9809a00_Specs_1099_DO.doc V NOTICE TO BIDDERS Sealed Proposals for the following: FOR: 1998 CAPITAL IMPROVEMENT PROJECTS - CONTRACT 21 Reconstruction of Meadowbrook Drive with New Concrete Pavement (Handley Drive to Sandy Lane) DOE NO.: 2189 UNIT I: WATER & SANITARY SEWER REPLACEMENT Water Project No.: PW 53-060530175410 Sewer Project No.: PS 58-070580174550 UNIT II: PAVING RECONSTRUCTION & STORM DRAINAGE IMPROVEMENTS T/PW Project No.: C1 1 5-0201 1 5040543 " Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas, will be received at the Purchasing Office until 1:30 p.m., Thursday, December 16, 1999, and then publicly opened and read r aloud at 2�00 p.m., in the Council Chambers. Plans, Specifications and Contract Documents for this project may be obtained at the office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. One set of plans and documents will be provided for a deposit of fifty dollars ($50.00). A Pre-Bid Conference will be held on Monday, December 6, 1999 at 9:00 a.m. in Room 255A of the Department of Engineering conference room. All bidders are encouraged to attend. The major work on the above-referenced project shall consist of the following: Unit I: Water & Sanitary Sewer Replacement 5,026 LF 12-in. water pipe replacement 500 LF 10-in. sanitary sewer replacement by open cut 205 LF 12-in. sanitary sewer replacement by open cut 68 LF 15-in. sanitary sewer replacement by open cut 145 LF 18-in. sanitary sewer replacement by open cut 1,570 LF 15 to 15-in. sanitary sewer by pipe enlargement 642 LF 8 to 12-in. sanitary sewer by pipe enlargement 495 LF 6 to 8-in. sanitary sewer by pipe enlargement Unit II: Paving Reconstruction & Storm Drainage Improvements 20,805 SY Concrete pavement 9,100 LF 7-in. reinforced concrete curb 45,800 SF 6-in. reinforced concrete driveway This project is a combined contract as defined in the Ordinance No. 13781. The offeror shall list all first and second tier subcontracting and/or supplier opportunities. All other provisions of Attachment 1 of Ordinance 13471 as amended by Ordinance 13781 apply to this contract. For additional information, please contact Mr. Daniel Ochinciuc, P.E. at (817) 335-1121, or Ms. Dena Johnson, P.E. at (817) 871-7866. Advertising Dates: November 18, 1999 November 24, 1999 � 9809400_Specs_1099_DO.doc 1 (1 ) w -2- COMPREHENSIVE NOTICE TO BIDDERS � � � r � � I � � 9809400_Specs_1099_DO.0oc � COMPREHENSIVE NOTICE TO BIDDERS Sealed Proposals for the following: FOR: 1998 CAPITAL IMPROVEMENT PROJECTS - CONTRACT 21 Reconstruction of Meadowbrook Drive with New Concrete Pavement (Handley Drive to Sandy Lane) DOE NO. 2189 UNIT I: WATER & SANITARY SEWER REPLACEMENT Water Project No.: PW 53-060530175410 Sewer Project No.: PS 58-070580174550 UNIT II: PAVING RECONSTRUCTION & STORM DRAINAGE IMPROVEMENTS T/PW Project No.: C115-020115040543 Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas, will be received at the Purchasing Office until 1:30 p.m., Thursday, Thursday, December 16, 1999, and then publicly opened and read aloud at 2:00 p.m. in the Council Chambers. Plans, Specifications and Contract Documents for this project may be obtained at the office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. A fifty dollar ($50.00) deposit is required for the first set of documents and additional sets may be purchased on a non-refundable basis for fifty dollars ($50.00) per set. These documents contain additional information for prospective bidders. A Pre-Bid Conference will be held on Monday, December 6, 1999, at 9:00 a.m. in Room 255A of the Department of Engineering conference room. All bidders are encouraged to attend. All bidders will be required to comply with Provision 5159a of "Vernon's Annotated Civil Statutes" of the State of Texas with respect to the payment of prevailing wage rates and City Ordinance No. 7278, as amended by City Ordinance No. 7400 (Fort Worth City Code Sections 13-A-21 through 13-A-29), prohibiting discrimination in employment practices. Bid security is required in accordance with Paragraph 1 of the Special Instructions to Bidders. The major work on the above-referenced project shall consist of the following: Unit I: Water & Sanitary Sewer Replacement 5,026 LF 12-in. water pipe replacement 500 LF 10-in. sanitary sewer replacement by open cut 205 LF 12-in. sanitary sewer replacement by open cut 68 LF 15-in. sanitary sewer replacement by open cut 145 LF 18-in. sanitary sewer replacement by open cut 1,570 LF 15 to 15-in. sanitary sewer by pipe enlargement 642 LF 8 to 12-in. sanitary sewer by pipe enlargement 495 LF 6 to 8-in. sanitary sewer by pipe enlargement Unit II: Paving Reconstruction & Storm Drainage Improvements 20,805 SY Concrete pavement 9,100 LF 7-in. reinforced concrete curb 45,800 SF 6-in. reinforced concrete driveway This project is a combined contract as defined in the Ordinance No. 13781. The offeror shall list all first and second tier subcontracting and/or supplier opportunities. All other portions of Attachment 1 of Ordinance 13471 as ammended by Ordinance 13781 apply to this contract. Included in the above will be all other items of construction as outlined in the Plans and Specifications. 9BC9400_Specs t099_OO dcc 2 �� `LJ COMPREHENSIVE NOTICE TO BIDDERS The City reserves the right to reject any and/or ali bids and waive any and/or all irregularities. No bid may be withdrawn until the expiration of forty-nine (49) days from the date the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate is received by the City. The award of contract, if made, will be within forty-nine (49) days after - this documentation is received, but in no case will the award be made until all the responsibility of the bidder to whom it is proposed to award the contract has been verified. SUBMISSION OF BIDS: The proposal consists of Unit I(water and sewer) and Unit II (paving and storm drain). The City reserves the right to award the contract to the responsive low bidder. Bidders are responsible for obtaining all addenda to the contract documents prior to the bid receipt time and acknowledging them at the time of bid receipt. Information regarding the status of addenda may be obtained by contacting the Department of Engineering at (817) 871-7910. Bids that do not acknowledge all applicable addenda may be rejected as non-responsive. In accord with the City of Fort Worth Ordinance No. 13471, as amended by Ordinance No. 13781, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. In addition, the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The documentation must be received no later than 5:00 p.m., within five (5) City business days after bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the Documentation was received by the City. Failure to comply shall render the bid non-responsive. �� The Managing Department for this project is the Department of Engineering. ,-- For additional information, please contact Mr. Daniel Ochinciuc, P.E. at (817) 335-1121, or Ms. Dena Johnson, P.E. at (817) 871-7866. v BOB TERRELL CITY MANAGER ALICE CHURCH CITY SECRETARY ADVERTISING DATES DEPARTMENT OF ENGINEERING A. DOUGLAS RADEMAKER, P.E., DIRECTOR November 18, 1999 November 24, 1999 By: .��r�c �rr�.,�.,�� . f2ick Trice, P.E�' � Manager, Consulting Services � 9809400_Specs_1099_DO.tloc G �2� N -3- PREVAILING WAGE RATES , � ' � � � � 98C9400_SCecs_1099_DO.dcc PREVAILING WAGE RATES CITY OF FORT WORTH HIGHWAY CONSTRUCTION PREVAILING WAGE RATES FOR 1999 CLASSIFICATION Air Tool Operator Asphalt Raker Asphalt Shoveler Batching Plant Weigher Carpenter Concrete Finisher (Paving) Concrete Finisher (Structures) Concrete Rubber Electrician Flagger Form Builder (Structures) Form Liner Form Setter (Pav & Curb) Form Setter (Structures) Laborer, Common Laborer, Utility Mechanic Oiler Servicer Painter (Structures) Pipelayer Blaster POWER EQUIPMENT OPERATORS Asphalt Distributor Operator Asphalt Paving Machine Broom or Sweeper Operator Bulldozer Concrete Curing Machine Concrete Finishing Machine Concrete Paving Joint Machine Concrete Paving Joint Sealer Concrete Paving Saw Concrete Paving Spreader Slipform Machine Operator 1 1 RATE �9.00 39.55 58.80 $11.51 $10.30 $10.50 $9.83 �8.84 $15.37 �7.55 59.83 59.00 5924 $9.09 $7.32 $8.94 312.68 S10.17 59.41 $11.00 �8.98 $11.50 $10.29 $10.30 �8.72 310.74 $9.25 511.13 $10.42 59.00 $10.39 $10.50 $9.92 CLASSIFICATION Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel Foundation Drill Operator (Crawler Mounted) Foundation Drill Operator (Truck Mounted) Front End Loader Milling Machine Operator Mixer Motor Grader Operator (Fine Grade) Motor Grader Operator Pavement Marking Machine Roller, S[eel Wheel (Plant-Mix Pavements) Roller, Steel Wheel {Other Flatwheel or Tamping) Roller, Pneumatic Self-Propelled Scraper Scraper Tractor - Crawler Type Tractor - Pneumatic Traveling Mixer Wagon-Drill, Boring Machine Reinforcing Steel Setter (Paving) Reinforcing Steel Setter (Structures) Steel Worker - Structural Spreader Box Operator Work Zone Barricade Truck Driver - Single Axle (Light) Truck Driver - Single Axle (Heavy) Truck Driver - Tandem Axle (Semi-Trailer) Truck Driver - Lowboy/Float Truck Driver - Transit Mix Truck Driver - Winch Vibrator Operator - Hand Type Welder RATE $11.04 $10.00 $11.83 $9.96 $8.62 $10.30 $11.97 $10.96 $7.32 $9.06 $8.59 �8.48 �9.63 $10.58 S9.15 $8.83 512.00 $13.21 $13.31 $14.80 $10.00 $7.32 �8.965 �9.02 $8.77 $10.44 $9.47 $9.00 $7.32 $11.57 9809400_S0ecs_t099_DO.doc � 3 (1) � �� i I 1 � r I � � � �_! � � � � � -4- SPECIAL INSTRUCTIONS TO BIDDERS (WATER DEPARTMENT) � 9809400_SDecs_1099_DO.doc SPECIAL INSTRUCTIONS TO BIDDERS (Water Department) PREQUALIFICATION REQUIREMENTS: All contractors submitting bids are required to be pre-qualified by the Forth Worth Water Department prior to submitting bids. This pre- qualification process will establish a bid limit based on a technical evaluation and financial analysis of the contractor. It is the bidder's responsibility to submit the followrng documentation: a current financial statement, an acceptable experience record, an acceptable equipment schedule and any other documents the Department may deem necessary, to the Director of the Water Department at least seven (7) calendar days prior to the date of the opening of bids. a. The financial statement required shall have been prepared by an independent certified public accountant or an independent public accountant holding a valid permit issued by an appropriate State licensing agency and shall have been so prepared as to reflect the financial status of the submitting company. This statement must be current and not more that one (1) year old. In the case that a bidding date falls within the time a new statement is being prepared, the previous statement shall be updated by proper verification. b. For an experience record to be considered to be acceptable for a given project, it must reflect the experience of the firm seeking qualification in work of both the same nature and technical level as that of the project for which bids are to be received. c. The Director of the Water Department shall be the sole judge as to the acceptability for financial qualification to bid on any Fort Worth Water Department project. d. Bids received in excess of the bid limit shall be considered non-responsive and will be rejected as such. e. The City, in its sole discretion, may reject any bid for failure to demonstrate experience and/or expertise. Any proposals submitted by a non-pre-qualified bidder shall be returned unopened, and if inadvertently opened, shall not be considered. g. The City will attempt to notify prospective bidders whose qualifications (financial or experience) are not deemed to be appropriate to the nature and/or magnitude of the project on which bids are to be received. Failure to notify shall not be a waiver of any necessary pre-qualification. 2. BID SECURITY: A cashier's check ar acceptable bidder's bond payable to the City of Fort Worth in an amount of not less than five percent (5%) of the largest possible total of the bid submitted must accompany the bid, and is subject to forfeiture in the event the successful bidder fails to execute the Contract Documents within (10) days after the contract has been awarded. To be an acceptable surety o the bond, (1) the name of the surety shall be included on the current U.S. Treasury, or (2) the surety must have capital and surplus equal to ten times the limit of the bond. The surety must be licensed to do business in the State of Texas. The amount of the bond shall not exceed the amount shown on the treasury list or one-tenth (I/10) the total capital and surplus. 3. BONDS: A performance bond, a payment bond and a maintenance bond each for one hundred (100%) percent of the contract price will be required, Reference C 3-3.7. 9809400_Specs_1099_DO_SpednsqWD)doc 4 �� SPECIAL INSTRUCTIONS TO BIDDERS (Water Depa�tment) 4. WAGE RATES: Not less than the prevaifing wage rates established by the City of Fort Worth, Texas, and set forth in the Contract Documents must be paid on this project. 5. AMBIGUITY: In the case of ambiguity or lack of clearness in stating prices in the Proposal the City reserves the right to adopt the most advantageous construction thereof to the City or to reject the Proposai. 6. BIDDER LICENSE: Bidder must be a licensed Contractor in the State of Texas. 7. NONRESIDENT BIDDERS: Pursuant to Article 601g, Texas Revised Civil Statutes, the City of Fort Worth will not award this contract to a nonresident bidder unless the nonresident's bid is lower than the lowest bid submitted by a responsible Texas resident bidder by the same amount that a Texas residen# bidde� would be required to underbid a nonresident bidder to obtain a comparable contract in the State in which the nonresidenYs principal place of business is located. "Nonresident bidder" means a bidder whose principal place of business in not in the State of Texas, but excludes a contractor whose ultimate parent company or majority owner has its princspal place of business in the State of Texas. This provision does not apply if this contract involves Federal funds. The appropriate blanks of the Proposal must be filled out by all nonresident bidders in order for the bid to meet specifications. The failure of a nonresident contractor to do so will automatically disqualify that bidder. 8. PAYMENT: If the contract amount is $25,000 or less, the contract amount shall be paid within forty-five (45) calendar days after completion and acceptance by the City. 9. AGE: In accordance with the policy ("Policy") of the Executive Branch of the Federal Government, Contractor covenants that neither it, nor any of its officers, members, agents, employees, program participants or subcontractors while engaged in performing this contract, shall, in connection with the employment, advancement or discharge of employees in connection with the terms, conditions or privileges of their employment, discriminate against persons because of their age except on the basis of a bona fide occupational qualification, retirement plan, or statutory requirement. Contractor further covenants that neither it nor its officers, members, agents, employees, subcontractors, program participants, or persons acting on their behalf, shall specify, in solicitations or advertisements for employees to work on this contract, a maximum age limit for such employment unless the specified maximum age limit is based upon a bona fide occupational qualification, retirement plan or statutory requirements. Contractor warrants it will fully comply with the policy and will defend, indemnify and hold City harmless against any claims or allegations asserted by third parties or subcontractors and/or its subcontractors' alleged failure to comply with the above referenced policy concerning age discrimination in the performance of this agreement. 10. DISABILITY: In accordance with the provisions of the Americans With Disabilities Act of 1990 ("ADA"), Contractor warrants that it and any and ai1 of its subcontractors will not unlawfully discriminate on; the basis of disability in the provision of services to the general public, nor in the availability, terms and/or conditions of employment for 98094D0_Specs_1C99_DO_Speclnst(WD)doc 4 �2� SPECIAL INSTRUCTIONS TO BIDDERS (Water Department) applicants for employment with or employees of Contractor or any of its subcontractors. Contractor warrants it will fully comply with the ADFA's provisions and any other applicabie Federal, State and local laws concerning disability and will defend, indemnify and hold City harmless against any claims or allegations asserted by third parties or subcontractors against City arising out of contractor's and/or its subcontractors; alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this agreement. 11. MINORITY AND WOMEN BUSINESS ENTERPRISES: In accordance with the City of Fort Worth Ordinance No. 13471, as amended by Ordinance No. 13781, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. The bidder shall submit the MBE/WBE UTi�izATiory FoRM, PRIME CONTRACTOR WAIVER FORM and/or th2 GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The documentation must be received no later that 5:00 PM, five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the documentation was received by the Ciiy. Failure to comply shall render the bid non-responsive. Upon request, Contractor agrees to provide the Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and/or a Women Business Enterprise (WBE) on the contract and payment thereof. Contractor further agrees to permit any audit and/or examination of any books, records or files in its possession that wilf substantiate the actual work perfo�med by an MBE and/or WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal state or local laws or ordinances relating to false statements. Further, any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three (3) years. Revised 9/24/97 9809400_Specs_1099_OO_Speclnst(WD).doc 4 �3� 1 -5- SPECIAL INSTRUCTIONS TO BlDDERS (T/PW DEPARTMENT) � ' � 1 1 � � 98094C0_Specs_1099_DO.doc L.f SPECIAL INSTRUCTI4NS TO BIDDERS (T/PW Department) BID SECURITY: Cashier's check or an acceptable bidder's bond payable to the City of Fort Worth, in an arnount of not less than five percent {5%) of the total of the bid submitted must accompany the bid, and is subject to forfeit in the event the successful bidder fails to execute the contract documents within ten (10) days after the contract has been awarded. To be an acceptabie surety on the bond, (1) the name of the surety shall be included on the current U.S. Treasury, or (2) the surety must have capital and surplus equal to ten (10) times the limit of the bond. The surety must be licensed to do business in the State of Texas. The amount of the bond shall not exceed the amount shown on the treasury list or one-tenth (1/10) the total capital and surplus. 2. PAYMENT BOND AND PERFORMANCE BOND: The successful bidder entering into a contract for the work will be required to give the City surety in a sum equal to the amount of the contract awarded. In this connection, the successful bidder shall be required to furnish a performance bond, as well as a payment bond, both in a sum equal to the amount of the contract awarded. The form of the bond shall be as herein provided and the surety shall be acceptable to the City. All bonds furnished hereunder shall meet the requirements of Article 5160 of the Revised Civil Statutes of Texas, as amended. In order for a surety to be acceptable to the City, (1) the name of the surety shall be included on the current U.S. Treasury List of Acceptable Sureties {Circular 870), or (2) the surety must have capital and surplus equal to ten (10) times the amount of the bond. The surety must be licensed to do business in the State of Texas. The amount of the bond shall not exceed the amount shown on the Treasury List or one-tenth (1/10} of the total capital and surplus. If reinsurance is required, the company writing the reinsurance must be authorized, accredited, or trusted to do business in Texas. No sureties will be accepted by the City which are at the time in default or deltnquent on any bonds or which are interested in any litigation against the City. Should any surety on the contract be determined unsatisfactory at any time by the City, notice will be given to the contractor to that effect and the contractor shall immediately provide a new surety satisfactory to the City. If the contract amount is in excess of $25,000, a Payment Bond shall be executed, in the amount of the contract, solely for the protection of all claimants supplying labor and materials in the prosecution of the work. If the contract amount is in excess of $100,000, a Performance Bond shall be executed, in the amount of the contract conditioned on the faithful performance of the work in accordance with the plans, specifications, and contract documents. Said bond shall solely be for the protection of the City of Fort Worth. 3. LIQUIDATED DAMAGES: The Contractor's Paragraph 8.6, of the "General Provisions" Construction of the City of Fort Wor#h, Texas, completion of prajects. attention is called in Part 1, Item 8, of the Standard Specifications for concerning liquidated damages for late 4. AMBIGUITY: In case of ambiguity or lack of clearness in stating prices in the proposal, the City reserves the right to adopt the most advantageous construction thereof to the City or to reject the proposal. 9809400_Specs_1099_DO_Speclnst(TPW).doc 5 (1) SPECIAL INSTRUCTIONS TO BIDDERS (T/PW Department) 5. EMPLOYMENT: All bidders will be required to comply with City Ordinance No. 7278 as amended by City Ordinance No. 7400 (Fort Worth City Code Section 13-A-21 through 13-A-29) prohibiting discrimination in employment practices. 6. WAGE RATES: All bidders will be required to comply with Provision 5159a of "Vernon's Annotated Civil Statutes" of the State of Texas with respect to the payment of prevailing wage rates as established by the City of Fo�t Worth, Texas, and set fo�th in Contract Documents for this project. 7. FlNANCIAL STATEMENT: A current certified fsnancial statement may be required by the Department of Engineering if required for use by the CITY OF FORT WORTH in determining the successful bidder. This statement, if required, is to be prepared by an independent Public Accountant holding a valid permit issued by an appropriate State Licensing Agency. 8. INSURANCE: Within ten (10) days of receipt of notice of award of cantract, the Contractor must provide, along with executed contract documents and appropriate bonds, proof of insurance for Worker's Compensation and Comprehensive General Liability (Bodily Injury -$250,000 each person, $500,00 each occurrence; Property Damage -$300,000 each occurrence). The City reserves the right to request any other insurance coverages as may be required by each individual project. 9. NONRESIDENT BIDDERS: Pursuant to Article 601g, Texas Revised Civil Statutes, the City of Fort Wo�th will not award this contract to a nonresident bidder unless the nonresidenYs bid is lower than the lowest bid submitted by a responsible Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder to obtain a comparable contract in the state in which the nonresidenYs principal place of business is located. "Nonresident bidder" means a bidder whose principal place of business is not in this state, but excludes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. "Texas resident bidder" means a bidder whose principal place of business is in this state, and incfudes a contractor whose ultimate parent company or majorrty owner has its principal place of business in this state. This provision does not apply if this contract involves federal funds. The appropriate blanks of the Proposal must be filled out by all nonresident bidders in order for its bid to meet specifications. The failure of a nonresident contractor to do so wi�l automatically disqualify that bidder. 10. MINORITY AND WOMEN BUSINESS ENTERPRlSES: In accord with the City of Fort Worth Ordinance No. 11923, the City of Fort Worth has goals for the pa�ticipation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the office of the City Secretary. In order for a bid to be considered responsive, the AFFIDAVIT STATEMENT included within these bid documents must be completed and submitted with the bid. Failure to submit the completed AFFIDAVIT STATEMENT shall render the bid non-responsive. fn addition, the bidder shall submit the MBE/WBE UTILlZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as 9809400_Specs_7099_OO_Spednst(TPN),doc �J t2� SPECIAL INSTRUCTIONS TO BIDDERS (T/PW Department) appropriate. The Documentation must be received no later than 5:00 p.m., fsve (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the Documentation was received by the City. Failure to comply shal! render the bid non- responsive. Upon request, Contractor agrees to provide to Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) on the contract and payment therefore. Contractor further agrees to permit an audit and/or examination of any books, records, or fifes in its possession that will substitute the actual work performed by an MBE and/or WBE. The misrepresentation of facts (other than a negligent misrepresentation} and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal, state, or local laws or ordinances relating to false statements; further, any such misrepresentation (other than a negligent misrepresentatron) and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three (3) years. 11. AWARD Of CONTRACT: Contract wifl be awarded to the lowest responsive bidder. The City reserves the right to reject any and/or all bids and waive any and/or all formalities. No bid may be withdrawn until the expiration of forty-nine (49) days from the date bids are opened. The award of contract, if made, will be within forty-nine (49) days after the opening of bids, but in no case will the award be made unti{ all the necessary investigations are made as to the responsibility of the bidder to wham it is proposed to award the contract. 12. PAYMENT: The Contractor will receive full payment (minus 5% retainage) from the City for all work for each pay period. Payment of the remaining amount shall be made with the final payment, and upon acceptance of the project. 13. ADDENDA: Bidders are responsible for obtaining all addenda to the contract documents prior to the bid receipt time and acknowledging them at the time of bid receipt. Information regarding the status of addenda may be obtained by contacting the Department of Engineering Construction Division at {817) 871-7910. Bids that do not acknowledge all applicable addenda may be rejected as non-responsive. 14. CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW: a. Workers Compensation Insurance Coverage: Definitions: Certifscation of coverage ("certificate"). A copy of a certificate of insurance, a certificate of authority to self-insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. Duration of the project includes the time from the beginning of the work on the project until the contractor's/person's work on the project has been completed and accepted by the governmental entity. 9809400_Specs_1099_DO_Specinsl(TPW).doc 5 (3) SPECIAL INSTRUCTIONS TO BIDDERS (T/PW Department) Persons providing services on the project {"subcontractor" in §406.096) includes all persons or entities performing all or part of the services the contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the contractor and regardless of whether that person has employees. This inciudes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner-operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other services related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. 2. The contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) or all employees of the contractor providing services on the project, for the duration of the project. 3. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. 4. If the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project, the contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. 5 6 The contractor shall obtain from each person providing services on a project, and provide to the governmental entity: a) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and b) no later than seven (7) days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. 7. The contractor shall notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project. 8. The contractor shall post on each project site a notice, in and manner prescribed by the Texas Worker's Commission, informing all persons providing services on 9809400_Specs_1099_OO_Speclnst(TPW ). doc 5 (4) the text, form, Compensation the project that u SPECIAL INSTRUCTIONS TO BIDDERS (T/PW Department) they are required to be covered, and stating how a person may verify coverage and report lack of coverage. 9. The contractor shall contractually require each person with whom it contracts to provide services on a project, to: a) provide coverage, based on proper reportsng on classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44} for all of its employees providing services on the project, for the duration of the project; b) provide to the contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; c) provide the contractor, prior to the end of the coverage periad, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; d) obtain from each other person with whom it contracts, and provide to the contractor: (1 } a certificate of coverage, prior to the other person beginning work on the project; and (2) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; e) retain all required certificates of coverage on file for the duration of the project and far one year thereafter. f) notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and g) contractually require each person with whom it contracts, to perform as required by paragraphs (1) -(7), with the certificates of coverage to be provided to the person for whom they are providing services. 10. By signing this contract or providing or causing to be provided a certificate of coverage, the contractor is representing to the governmental entity that all employees of the contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classrfication codes and payroll amounts, and that all coverage 9809400_Specs_1099_DO_Spednst(TPW).doc 5 (5) SPECIAL INSTRUCTIONS TO BIDDERS (T/PW Department) agreements will be filed with the appropriate insurance carrier or, in the case of a self-insured, with the commission's Divisian of Self-Insurance Regulation. Providing false or misleading information may subject the contractor to administrative, criminal, civil penalties, or other civil actions. 11. The contractor's failure to comply with any of these provisions is a breach of contract by the contractor which entitles the governmental entity to declare the contract void if the contractor does not remedy the breach wrthrn ten days after receipt of notice of breach from the governmental entity. b. The contractor shall post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure ta provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other Texas Worker's Compensation Commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text, without any additional words or changes: "REQUIRED WORKER'S COMPENSATION COVERAGE" "The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee." "Call the Texas Worker's Compensation Commission at (512) 440-3789 to recesve information on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage." 15. NON DISCRIMINATION: The Contractor shall not discriminate against any person or persons because of sex, race, religion, color, or nationaf origin and shall comply with the provisions of City Ordinance 7278, as amended by City Ordinance 7400 (Fort Worth City Code Sections 13A-21 through 13A-29}, prohibiting discrimination in employment practices. 16. AGE DISCRIMINATION: In accordance with the policy ("Policy") of the Executive Branch of the federal government, Contractor covenants that neither it nor any of its officers, members, agents, or employees, will engage in performing this contract, shall, in connection with the employment, advancement, or discharge of employees or in connection with the terms, conditions, or privrleges of their employment, discriminate against persons because of their age except on the basis of a bona fide occupational qualification, retirement plan, or statutory requirement. Contractor further covenants that neither it nor its officers, members, agents, or employees, or persons acting on their behalf, shall specify, in solicitations or advertisements for employees to work on this Contract, a maximum age (imit for such 9809400_Specs_ 7 099_DO_Speclnst(TPW ).doc 5 (6) � SPECIAL INSTRUCTIONS TO BIDDERS (T/PW Department) employment unless the specified maximum age limit is based upon a bona fide occupational quaiification, retirement plan, or statutory requirement. Contractor warrants it will fully comply with the Policy and will defend, indemnify, and hold City harmless against any and all claims or allegations asse�ted by ₹hird parties against City arising out of Contractor's alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this Contract. 17. DISCRIMINATION DUE TO DISABILITY: In accordance with the provisions of the Americans with Disabilities Act of 1990 ("ADA"), Contractor warrants that it wiil not unlawfully discriminate on the basis of disability in the provision of services to the general public, nor in the availability, terms, and/or conditions of employment for applicants for employment with, or current employees of Contractor. Contractor warrants it will fully comply with ADA's provisions and any other applicable federal, state, and local laws concerning disability and will defend, indemnify, and hold City harmless against any claims or allegations asserted by third parties against City arising out of Contractor's alleged failure to comply with the above-referenced laws concerning disability discrimination in the performance of this Contract. Revised March 15, 1996 9809400_Specs_7a99_DO_Speclnsl(TPW).dac rJ �%� 1 1 ' i� ' 1 ' � � -6- � MINORITY AND WOMEN BUSINESS ENTERPRISE SPECIFICATIONS i 1 � 1 1 1 � � � 9809400_Specs_1099_DO aoc ATTACHMENT 1A � • Page 1 of 2 Rev�sed 0E D2198 CITY OF FORT WORTH MINORITY AND WOMEN BUSINESS ENTERPRISES SPECIFICATIONS � MBE/WBE UTILIZATION r+� � I i i ��1P11 il �� '�� '�� irL��+Qi+''h �k��i�� ThursdaV, DecembeJr 7,6a„ 7,'��i �I�. � ti.l ne Company Name ' Bid Date "" '�-�` -' � � � ,9;� _r _ "t,, _ . _ � �ect Name �T CITY'S M/WBE PR0JECT G0AL: 30% P� .. .,,:;b::1�45�". PW 53 r;;;�i.,.�� " _�-.,�. ___, _ Project Number� � MNVBE PERCENTAGE ACHIEVED: iiiure to complete this form, in its entirety with supporting documentation, and received by the Managing Department on oF before 5:00 p.m., five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non-responsive to bid specifications. •K• The undersigned bidder agrees to enter into a formal agreement with the MBE and/or WBE firms for work listed in this �4rhedule, conditioned upon execution of a contract with the City of Fort Worth. The willful misrepresentation of facts is ounds for consideration of disqualification and will result in the bid being considered non-responsive to specifications. � ompany Name, Contact Name, Certified � Address, and Telephone No. � � � � —��J 1i1 A� /1/�l �, +� f� I�sf r ' � Q ,�, a� � � i ,�_��, _ . �' _ �� '��8�-� �i� f � � r» � �,� �r,. � � � �r, � -�+�o i �r(Q,. c� _ �� r �_� �, r�L r �ic'��G�rc ,�• n !C r u►n n.+ L� ��c r. �� - `'= � /�.< <� z Tr�. � , '- � .��.t � �� 1� �- � „ �-� f e��/�...� '7ir..rl� � , �� a Specify All Contracting Specify All Items to Scope of Work (*) be Supplied (*) �Qu �o �� T�cc��C,� � � I��r u (o �t�' 1��'�Cc ��ac� N�� . l� � � ��Ccc.�,r ��, S � ��I Dollar Amount � ��j �� v � M,'WBEs must be located in the 9(nine) county marketplace or current�y doing business in the marketplace at time of bid. '1 Specify all areas in which M/WBEs are to be utilized and/or items to b@,,supplied: ' a complete listing of items to be supplied is required in order to receive credit toward the M/WBE goal. '•) Identify Each Tier Level. Tier: Means the level of subcontracting below the prime contractor/consultant, i.e., a direct payment from the prime contractor to a subcontractor is considered 1 st tier, a payment by a subcontractor to its supplier is considered 2nd tier. THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID OPENING, '- EXCLUSIVE OF 7HE BID OPENING DATE '7�:_Soecs_ CS>_ ,� h1`,`iEE ooc r ,. . Pages 1 and 2 of Attachment 1A must be received by the Managing Department 6 (2) � I� CITY OF FORT WORTH MINORITY AND WOMEN BUSINESS ENTERPRISES SPECIFICATIONS r�i i.��rt�Y�thi 1N Page 2 of 2 Rewsed 06 J298 I� I �mpany Name, Contact Name, .Address, and Telephone No. ------.._.,. _ �� -��,� -�- � � .�.� � lr� C �n�r, r � � �' 7�� 4 MBE and WBE UTILIZATION FORM Certified SpecifyAll Contracting Specify�,l Items to Scope of Work (*) be Supplied (`) � F ,≥ L � O � � 3 x H = � � ./� p�� ►q�.� E _ �crir�o�P' c� � �. � r �`�,1 e �� a,� �Gti��S !" fi1. �. � d 1= `�': U � Q� a !!1 Dollar Amount l /18, ��o � r bidder further agrees to provide, directly to the City upon request, complete and accurate information �garding actual work performed by all subcontractors, including MBE(s) andlor WBE(s) arrangements submitted itb this bid. The bidder also agrees to allow an audit and/or examination of any books, records, and files held y 7eir company that will substantiate the actual work performed by the MBE(s) and/or WBE(s) on this contract, y�n authorized officer or employee of the City. Any intentional andlor knowing misrepresentation of facts will a grounds for terminating the contract or debarment from City work for a period of not less than three (3) years � for initiating action under Federal, State, or Local laws concerning false statements. Any failure to comply i; this ordinance and creates a material breach of contract may result in a determination of an irresponsible °feior and barred from participating in City work for a period of time not less than one (1) year. ALL MBE(s) and WBE(s) MUST BE CERTIFIED BY THE CITY BEFORE CONTRACT AWARD � �.. , l� t.rr �/ v'i Gt P r'I° 6 l/1 / V�� '� a orized Signature Printing Signature t�.�_ �mpany Name i �ess t �tate!Zip Code Contact Name and Title (if different) Telephone Number(s) Fax Number Date THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID OPENING, � EXCLUSIVE OF THE BID OPENING DATE Pages 1 and 2 of Attachment 1A must be received by the Managing Department .7 _ �._� _ _ :_titWBEaoc 6 (3) rdyc < �i c � . Re��sea 06%029& CITY OF FORT WORTH MINORITY AND WOMEN BUSINESS ENTERPRISES SPECIFICATIONS � �Co.�rpany Name, Contact Name, �cress and Telephone No. � MBE and WBE UTILIZATION FORM Certified Specify P��I Contracting Specify All Items to N Scope of Work (') be Supplied (`) G F- ' .�, p o � O � 4 ./�. ��„ �' , �c� i ��, � � ;_� ��- . �'� r . ti �� , �r .7-�� ,✓� ; _ _ . C 5 1� � r� �, �e �� k n� c c ,� � 4G - "�i t S�, I 4. � � L � c� �oi�l � � � � s� ,�. � Dollar Amount �r caer fu^her agrees to provide, directly to the City upon request, complete and accurate information � g=r��r5 actuai work performed by all subcontractors, including MBE(s) andlor WBE(s) arrangements submitted �;r ;n;s o�a The bidder also agrees to allow an audit andlor examination of any books, records, and files held c^e;r company that will substantiate the actual work performed by the MBE(s) and/or WBE(s) on this contract, -� a��ror�zed officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will . 7; o:;nas for terminating the contract or debarment from City work for a period of not less than three (3) years �c ror �n��ating action under Federal, State, or Local laws concerning false statements. Any failure to comply �,;n,s ord�nance and creates a material breach of contract may result in a determination of an irresponsible ,'erc� and barred from participating in City work for a period of time not less than one (1) year. ALL MBE(s) and WBE(s) ST BE CERTIFIED BY THE CITY BEFORE CONTRACT AWARD � � � � � i� �i� /'l�f� �� G'3 J�' f+C i t�[ 0�1 _ � ��;n .�r `�� Printing Signature � ._ �Q � �� :.� Contact Name and T� le (if different) �_ l _�_ X � � ��l�/L. �Q � ��A S► � �.[.'r.eL. ,it� f l�i � / /�i ! s� �� i0 SD �� ::v� , `.dmr ` Telephone Num�e�(s) �''� �� x. 7 � �a � ' � � 7 /�� '�� l��'/ "r� _ �ss Fax Number �` � , � ,� � � , l �C �' co C� t �j 1 � /f � I �'t �' �,�.��e Z G Code � Date ' f -� :_::k': '.��ST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID OPENiNG. EXCLUSIVE OF THE BID OPENING DATE � Pages 1 and 2 of Attachment 1A must be received by the Managing Department _ _ _ . .. _� _3_ 6 (3) � HIlHLhMthllL Page 1 of 3 Rev�sed 06�02i98 CITY OF FORT WORTH MINORITY AND WOMEN BUSINESS ENTERPRISES SPECIFICATIONS � � �# Prime Company Name __;� ___ - �C'vT?.A��_ �_ Project Name GOOD FAITH REPORT Thursday, December 16, 1999 Bid Date PS Sd-07G5801'4550. PW 53-ficG5"sJi'59_C. _li`_-u�G115u405is Project Number If you have failed to secure M/WBE participation and you have subcontracting and/or supplier opportunities or if your MNVBE participation is less than the City's project goal(s), you must complete this form. If the bidder's method of compliance with the M/WBE goals is based upon demonstration of a "good faith effort", the bidder will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 6 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation of the facts or intentional discrimination by the bidder. Failure to complete this form, in its entirety with supporting documentation, and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non-responsive to bid specifications. 1. Please list each and every subcontracting and/or supplier opportunity (DO NOT LIST NAMES OF FIRMS) which will be used in the completion of this project, regardless of whether it is to be provided by a M/WBE or non-M/WBE. �'Use ad 'tld�r�l sheets, if neces�a►Y} �� a� � � � � T �� -� �`,� ,� l �� ' Lis� of: 5ubcantea�ti n�avrt nitres ��st ofi: ppli�er C3ppc�rtunities � ��'t 1 �1O t'. �lQ �" C � �J (+�'.S J� � ,�f � �I Y C.Q Gt � (�''�° f�., �f � I.4 G ��''+Ci 1 � � +� I� � � — r _ � ��'� 1 �-' ��l _ �� vI .�i c l� C. �s �l� �v „� �� f �� f },�"l G r/► rnr+� C � �i+'h'�°rt�-��'Gs�r.f ' _ C'� _ — ,r � , �� ,� � � � r r � � �£' � ,t? t� � + d'�?��, ��I.��- �� J �T i� � .S�a /r �r� � �r vr � �c �?,r � _� aP r.a ,P�� 1'�P� �11z�1 d'[.�4t,� � c. J / '�r � � . � � '� � � r 'r`"I � �► v � :S 4 r� 1' �r � � ►�� f � � [ � !' � +�' rY7 4�^ t� �"' � � G - ��'Gl u � C) �� l'�Lt �� r i7 � �� f� � d` �Q Lt +iC' �' � C�c��r� � �� 1 � g c.t.1 a c� ��' c.4"� r� c�-�-'� N'V �-{ �o a�� i� � L�J �oG5»OC_Specs_��.i99_�0_MWBE aoc 6 ��J� ATTACHMENTIC Page 2 of 3 Revised O6i0298 � � � 2. Did you obtain a current list of M/WBE firms from the City's M/WSE Office? The list is considered in compliance, if it is not more 3 months old from the date of bid opening. �YES Date of Listing �O l(3 1 i�( �2ue('7�1�/) NO 1 1 . ICf� '�l'� �f-'►/'S��i�/� 3. Did you solicit bids from MIWBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? � YES If yes, attach M/WBE mail listing to include name of firm and NO address and a dated copy of letter mailed. 4. Did you solicit bids from M/WBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? 1� YES If yes, attach list to include name of M/WBE firm, ep rson contacted, NO phone number and date and time of contact. NOTE: A facsimile may be used to comply with either 3 or 4, but may not be used for both. If a facsimile is used, attach the fax confirmation, which is to provide M/WBE name, date, time, fax number, and documentation faxed. NOTE: If a SIC list of W/MBE is ten or less, the bidder must contact the entire list to be in compliance with questions 3 and 4. If a SIC list of M/WBE is more than ten, the bidder must contact at least two-thirds of the list, but not less than ten to be in compliance with questions 3 and 4. 5. Did you provide plans and specifications to potential M/WBEs or information regarding the location of plans and specifications in order to assist the M/WBEs? �YES NO 6. If M/WBE bids were received and rejected, you must: 1. List the M/WBE firms and the reason(s) for rejection (i.e., quotation not commercially reasonable, qualifications, etc.) and 2. Attach affidavit and/or documentation to support the reason(s) listed below (i.e., letters, memos, bids, telephone calls, meetings, etc.) (Please use additional sheets, if necessary, and attach) Company Name Telephone Contact Person Scope of Work Reason for Rejection �+� Y+� n �l56�c'h�e� r.. (�o c�s .�+��► -r�o3o . e (��- +� N's No �- !o w - �,�. s-a x?3/ S S lH d� /M � A� l �� , �x +� � �r r ,�G� I w f,� �� /"��.+� �+ � ( f� E(0 e' 1. e� GA � �r�' G I' G Vti°�₹ �? rrf r.{ r��,�l''� �7 n t- r f i�' r� r'� 2 C�, v� c7'� � i�R ✓. � 98G9aCC_Specs_1G99_CO_MWBE doc v �v� H I I r11.f1iVICfV I I V Page 3 of 3 Rev�sea G6rC2�98 ADDITIONAL INFORMATION Please provide additional information you feel will further explain your good and honest efforts to obtain M/WBE participation on this project. The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment therefore and any proposed changes to the original arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State, or Local laws concerning false statements. Any failure to comply with this ordinance and creates a material breach of contract may result in a determination of an �,,, irresponsible offeror and barred from participating in City work for a period of time not less than one (1) year. The undersigned certifies that the information provided and the M/WBE(s) listed was/were contacted in good faith. It is understood that any M/WBE(s) listed in Attachment 1C will be ce� �d and the r�asons f�r n�rt usi the� will be r�e��fied by the City's MfWBE C�ffice. � /'� ,J� ,�,,l'� I /,� ��iV f/ � . � �"i+ � / V l � �� G'L t izec�Signature'� f�r�ntsd 5ignature � � jLD C I ri_.p L� +�` Tit1e Conlact Name an Title {if difiFerentj { ��/' � C' ` �P /,. �f ��t Ga � LC _i �� r Compan�y Narr�e _ c� r��,� �. �' �� Address �� %�� City�StateJ�i�s �vde 1�,� �c�CC� �' � (� �(7��"�.S'�C�QCv� ielephane Nu�rrber�sp � r 7�''� �'.�`- � 7 �r � F�x Numb�er � � /'�� I'f,�� f ❑ate / �' ' 9B��5a00_SGecs., t 099_DO_ MW BE.doc 6 (7) � PROPOSAL �. TO: Mr. Bob Terrell City Manager � Fort Worth, Texas FOR: 1998 CAPITAL IMPROVEMENT PROJECTS - CONTRACT 21 Reconstruction of Meadowbrook Drive with New Concrete Pavement (Handley Drive to Sandy Lane) DOE NO.: 2189 UNIT I: WATER & SANITARY SEWER REPLACEMENT Water Project No.: PW 53-060530175410 Sewer Project No.: PS 58-070580174550 UNIT II: PAVING RECONSTRUCTION & STORM DRAINAGE IMPROVEMENTS T/PW Project No.: C115-020115040543 Pursuant to the foregoing "NOTICE TO BIDDERS", the undersigned has thoroughly examined the plans, specifications and the site, understands the amount of work to be done, and hereby proposes to do all the work and furnssh all labor, equipment and materials necessary to fully complete all the work as provided in the plans and specifications and subject to the inspection and approval of the Director, Department of Engineering of the Ciry of Fort Worth. The Contractor must be pre-qualified in accordance with the Water Department of the City of Fort Worth requirements. Upon acceptance of this proposal by the City Council, the bidder is bound to execute a contract and furnish Performance, Maintenance Bond, and Payment Bond approved by the City of Fort Worth for performing and completing the construction work within the time stated and for the following sum, to-wit: , , � 1 ' � � 9809400_Specs_t09S_DO_Prop.doc % �� i� UNIT I: SECTION A- WATER I � �� I � PAY APPROX. DESCRIPTION OF ITEMS UNIT ITEM QUANTITY WITH BID PRICES WRITTEN IN WORDS VALUE 1. 104 LF 6-in. water pipe (including removal of existing waterline, complete and in place) ] � r±�� :fYr ;�`.� l �` 1��.1 �' �Y� .� Dollars � .:, !? �-T .1-t� and '✓ .�i Cents per LF $ G+ r' • 2. 225 LF 8-in. water pipe (including removal of existing waterline, complete and in place) � .(/��.t. {�r!'f.CJ Dollars � ( and -�� Cents per LF $ 3. �. � 3. 67 LF 10-in. water pipe (including removal of existing waterline, complete and in place) . 1-*"�.! �s{�YE- �.'�`�.�vvL.L Dollars �� 0 0 and � Cents per LF $ � 4. 5,026 LF 12-in. water pipe (including removal of existing waterline, complete and in place) � �� "�� Dollars and �� Cents per LF $ 7�� 5. 19 LF 4-in. water pipe including removal, complete in place �L i. n ��Lvk�% Dollars and Li1!) __ Cents per LF 5,�f'� �"� 6. 2 EA 4-in. gate valve with cast iron box and lid � �r�}1�.G' �"./..t�[.�h3 Ol. Dollars and � �? Cents per EA $ �j� �, � 7. 6 EA 6-in. gate valve with cast iron box and lid r.'f �fJ� (�(�.�,P Ol � Dollars c�,.,_ �/ od and 7 c-v Cents qer EA $`f/J?i, 8. 5 EA 8-in. gate valvewith cast iron box and lid /�C�� l�,��t,;.r�P.C D�> Dollars DO and `�`�,!} Cents per EA $ II ��. 9. 6 EA 12-in. gate valve with cast iron box and lid ( Y '�t .I � �Lti �`-- Dollars BtJ and `�'y� Cents per EA $ � � �. 10. 2.5 TN Cast iron fittings ,. �.�{ .� . r��-f1G�-d�-1it G� Dollars 00 and �� Cents per TN $� O ��, 11. 5 EA Standard fire hydrant (3'-6" bury) � i A b-� _7..L.r''1 ► I�.�L{M�Dallars OO and ��lJ Cents per EA � �$��, 12. 10 VF Barrel extension for fire hydrant (over 3'-6" bury) ��iL� Dollars and "°~�ILl7 Cents per VF $�� D 0 TOTAL VALUE �a�o�,� � %n �' %�S. °�° � :� 3 5'� a cr S.��"�ii, �(n►�d, � �� $ '�.'S�� 0 D � a�ao. a o $ �oo�, OU � � OOQ, 00 $ %'SDO.'v $ ��.00 �9809400_Specs_1099_DO_�rap.doc % �2� I UNIT I: SECTION A- WATER PAY APPROX. DESCRIPTION OF ITEMS ITEM QUANTITY WITH BID PRICES WRITTEN IN WORDS 13. 5 EA RerTlQve and salvage existing fire hydrant �' � � � �. UNIT TOTAL VALUE VALUE i � �n P f,! ,�!! , � .6�_ Dollars � Cents per EA $ l�Q�, �� $ J��Q , 6 0 14. 1,334 LF 1-in. water service replacement copper �d _��:±`" Dollars D-C' 15. � 16. 17 18. 19. 20 21 22. 23. 24 and �.� Cents per LF $ �. � S �Q, � %a , 53 EA 1-in. service tap to main � .�.,L�'',C.P lW�LC.I� I�4 � � �uC-s�� r pollars U �' •o and � .O Cents per EA $ .S,� . $,� /� . 8 EA Replace 1-in. domestic meter complete and in place � L� �'�F-L-f✓1l � � Dollars and �"i� Cents per EA $��• �a � l� 0Q. 00 19 EA Relocate 1-in. domestic meter complete and in place �^3� .� 1 Dollars and �/�f7 Cents per EA $�. �� $ �C�� 0O 26 EA Relocate bull head meter �� YU�.s' Dollars and �� Cents per EA $ �. � 0 $�� 00 990 LF 3!4-in. domestic Type "K" copper service replacement for single services � � Dollars p 00 and %�,O Cents per LF 5�• �v $�� p �. 27 EA Class A meter bo�c replacement (for single meters) P k��l ��, Dollars and � Cents per EA $�� 00 g�(0�0 00 4 EA 1-1/2 in. service tap to main fY.i� I"...Y%1_-4'C.Ls'�Ik.c�G�- �+'�G"l ll�c.x+R1t�'�i�allars DU and 71.(i Cents per EA $�300. � � $ J�d-�� . 3 EA Replace 1-1/2 in. domestic� complete and in place Dollars and �A Cents per EA $�• D� ��, D O 1 EA Relocate 1-1l2 in. domestic meter complete and in place �C.Q1 Dollars and 7� Cents per EA $,1�. �� $�� A D 40 LF 1 1/2 in. domestic Type "K" copper service replacement for single services ,.�_.�'}��P�si s Dollars +�,, _ E� G� and l[.�) Cents per LF $/+ �� SoZ-O• 9809400_Specs_1099_�O_Prop.doc 7 (3) i� i, ia�a�a 1�_. �_ �;1��_,��a^� ��_��'i�i�x��l i� ASr[Ir, F'��E i�a 'l l UNIT I: SEGTION A- WATER PAY APPR4X �� DESCRIpYION OF ITEMS UNIT � TQTAL l ITEM �UANTITY WITH BID PRICES WRITTEN IN WORD3 VAL.UE VALUE 1 25 3 EA 2-in, harvica tap to main ��G'� r .�� , �%r �t�s��u�; 5 ! I � '/ oo � and ,_,�%!) Gents pPr EA $ � `f'�Q . � � � S 'fa00• 2— ��- �2 En ReplacP 2-in doirestic� meter complete and �n placa �� D�II q — .__ . ar, ' and �„ , Gents per EA $ /�r � � �.0 0 2 EA Ftelocate 2•ir domestir meter r,om�?letti and In p!ace , ' i i'�• Doliars I and � . Ca��is per EA � �i � � $ �_� � 33 I F.A Ctass "B" meter bor, replacemen: � I C.1�-- �l� I LC.'Yt-,G�'1_�° O� Dollars � �ncJ �1.� Cents per EA ' � `Q�, � �3oQ � 00 35 ! LF 2-in. domestic Type "K" copper service replar,ement for T I singie service �I ; ; * `a��'7.�f�t � � � �� Dollars I and `�D Gents per lF $/�� ; oo l 6,337 �F � enipuraiy HMAC paverr,r�nt repa�r per Fly. A � ' __ * �.��.'Yt_.� Do(iars � i � �ry 0 ) and _ _ �f�U Cents ppr LF ?� $ � ��''� � �� 31. a b26 � LF Trench ;afaty systAm (?5-ft. depihl I '� I :1� ?3. � 34 3'� _._ _ ,( � Dollars and �t �,P,�YP Ge�is per LF , $ . �0 __ �_��O2. ��_ I 1 LS Finish and lay 2-�n, pipe and fltdnys for temporary water aervlce ronnection (all treets) I ��L ��"�� Dollars � 00 ov , and _,�. `71��,_ , Cents oPr LS $ �� S,��%J�� 1 �A 2-ir combinatior, air release dnd vacuum valve anC vault � � � �_L�F �.f � � Uo�lars v 2 �t I and � Cents aer EA S d000, �� $� DOO. i 1' EA Standard blow of1 valve per Fig. 18 � � �7 �� 5 �7�L�1.� d� � Dollafs ,/ 0O dU _ and `%�i _ Cants per EA $ 7�� d ay. � 1 EA 4-Gi dEttcted check valve I _ _ �_.�r,��oG�,a�s � � ancl �I1.(� CP.nts er �A I DO no _ . ., _ p �5"S�D._.____ $55d0. eeo•3a,,o_sP,:<y_icar_on_v�oe.Aaa� o�., 7{4) Addendum No. 2— 1 Z/13/99 , � UNIT I: SECTION A- WATER �- PAY APPROX. DESCRIPTION OF ITEMS UNIT TOTAL ITEM QUANTITY 'i WITH BID PRICES WRITTEN IN WORDS VALUE VALUE � 36. 20 LF Concrete encasement w � ,��,C ,t.{,-� Dollars if �j � �' and `�/1 U U Cents per LF $ �Q , � � � r� � � TOTAL UNIT I: SECTION A- WATER I$ �/_ p� O/`�� CY 6� cv � �- � NOTE THAT THIS SCHEDULE OF VALUES MUST EQUAL AMOUNT BID y I� 9809400_Specs_1099_DO_Propdoc 7 (5) 1'�. 14/1999 16:3,r�, �17?;�,'4?' DU�I�I�JfI`i' Ac��0G. � � UNIT I: SECTION 8• SANITARY SEW�R EPLAC�M�NT P��E ��; E�� .r ITEM I QUANTOITY , WITH BID PRICES WRITTEN IN WOR0S I VALUE_ V�TAL DE5CRIPTION OF ITEMS UNIT T ALUE 1 97 LF 6•in se�.var pipe (all depths) � � , � Dollars q� � Q �I ' and i'�.� Cpn!s per LF $'�`+�', � ^5 S�po�p. � 2 25 l,F 15-In. ;ewer�ipo (all depths) � i i j i .�i -� 7 �� a Dollar,; � , � � �- and -{'�" Cents por LF y,�p�, fl'� �/r �� pj 3 20 LF 12-in. sewer �pe {all depths} 1 � ►�I�� '�L .t�':.t-l�� Dollars _ and __ �'�/)� (�ents per lF $ ii1�( , � � d 4• 1�i5 Lf 18-in, ducttl�lrori SS pipe (all epths) r � ' I +� Dollars � � aod '��7i�,� , Cents per LF 5. 67 L� 1�.In, ductlleyiron 5S pipe all de�ths} a :�.f�ii.�:'k� �.! t'�� C Dollar� and �`l',j� � Conts per l.F 6 205 LF 12-In ductile iron SS pipe (all depthsl �C ��r. �� . . DOlldrs and � � Cente er LF 7 3,655 LF Pre•constructl�n televisiun Insppction ot ald SS Gnes �re- CUr1$tr�iCt1011) 3 rld. �D � �'.3. �� S �r�`��=��I ,r . _ 1 r . „ OClldfs � and ` i�'� Cents per LF '� ,"T, O � '� ,/ � /� ,G �, a 8� 3,655 LF Post construction televislon Inspection of new SS lines Zpost � / , ConStruCiion) I , _, , , ,�'�"fJ DOllafs �1 00 and �i'J9 , _ , Cents per LF � S �(�, � �� S / � ��. i r"" 9 3,000 LF Trench safdty system (�5-ft. depth) � I l� Do118r5 i r- ....,. —_., and -- �� _ 10 � 70 LF ConcrPte encasement �� . � � � Q"� I , ,, Certs per L� i�� , � „ „ .Dollars � `jj� 'Q� Od � antl_ Cents�,r LF �� S f �.�. ,,,� 11 1,545 LF 15 l0 15-in min. I.0� sewer by pir:e enlarg�:ment moth�od'" l � � .�+�`��,,rC�1 � �� _Dollars �� y /� � �Iw aad "``� Cents �er LF 5�r �� 3D• � 12. 612 LF 8 to 12-in m�n. I.D, sewer by pipe enlargament method" i ' .. .. �� _ (lollars I G ��,1 � d o 0 O ' _ and�..,,_, _. -�._ Cents per LF � +�- _ _ � ��. r ��• ! �--._ "' Contractor must compfete City Approved Product ancl Method tarm on page 7(9) B505a��_gpe•:s_7G99_00_p�o0 Add9.doc 7(6) Addendum No. 3— i2/14;'99 � ' 1_, 1.11/ 1]'7'7 1�_� : L= � 1 r_� _�:� i�l.5 r Lli if•{H44H1' H�7i_i� :, � � '„ UNIT I: SECTION B- SANITARY SEW�R REPL.AC�MENT � PAY ITEM I 13 APPROX. � DESCRIPTION OF ITEMS � UN�T QUAN7ITY WITH BID PRICES WRITT�N IN WORDS VALUE 450 LK � f to 8�in � I.D. min. sower Uy p�pe enlergement method" ,►��17.�f.�}� �� ollars and I 1,�J Gents per LF $�pf ,� . .,.,. .. .., 71p LF 8-In to 10-in. I.D. mfn. sew�r by plpA enlargement method" ��tfi(,+V' ?�C.t.a - �1.�"�t-°'�r' Dollars ,�,� r a dnd _�'�� Cer�tS per LF $ � __ 3�0 �F Sag ad;��stmen; (point repa�rj I , �'� Dollar5 �j and -/�� Cents per LF � �, �� 7 EA Remove existing sanitary sewer manholes . `�,lfl /q{�Ld.`i^Lu�✓� -f G( Dollars r F-�17t !� r;' � J TOTAL VALUE s ��'7 ,�_-i � � �.�� 0dZ7.�0 � � ar1t1 �I� C:ents per EA g��Q, 00 �� p�' fJ I� _ �� I 10 EA Standard 4-h. diameter SSMH (to 6-tt depthy � ' `(J�'�id.��-��. �L� 7,�c-c.�cd�uc�oiiarg �_ � and `f"1 �� Cents per EA $ 1��. � � � � �%�!� .� 1 H. i EA 4-k, d ameter drop SSti1H j (Y�it,L c��'kO�— `,; ��f,.a/ /'�t�KG+�''�C�ollars , , - and ,,,�/ .�` _, Cents ep r EAT E [ (/ vv . � 5 ��' �,l�. � 13 20 vF 4-tt. diame;er extra depih S5MH , /�ty� � �c- Dollars ! an;1 _� � � Cents �er VF �. S � /��, �� ,� 2J 10 EA • VJatertight manhola InSert for 5Sfv1H (15-In, or smaller) II �%� �`f'�-C��-� � � Dolt?�rs / 0 0 � �, r� and '� .� Centsper EA £ f 0� � _ �, 21. 1 EA I Sta;nless stael manhole inser for SSMH (18-in or greater plpe diameter) with Iocklny deviC? � � �� ,�/ � r �" � �f Douars � � rs7 !A' and ,� � CentS per EA E�J� ' ��S�. 22. 11 EA Concrete collars for SSMH �L,��u � _�_�'`��w Dollar� ��, � v' � a � a o '. I and 7�J _ G��its oer EA 5or.3�.r • ��% ' 23. 30 VF SSMH corrosion resistant coating `�'G'�{�i �� i.� � � ..�- O0Ifdf5 _ and �� _ Cents per VF $�O�S. oo S(� %� v'aO ?4 i 1 EA V�cuum test SSMN ^ ` �� O� � �f. Dollars � , � U ! , and _ �) Cents per EA �/�. �� g l G SO ° o � 'w Contractor must cornplete Clty Approved Product and Method fa��r�� on Pafle 7(9) �aac�coo_sPa�•._+�94_DO„ProU_Ayd1 d�c 7(7) Adder�dum No. 1� 12/10i99 I�� 1 �I ' , ' J ' � 1� 1./1999 12;��5 �1?;�5?a;� ril_INAIJAV A�;n�., UNIT I: SECTIQN B- SANITARY SEW�R R�PLAC�M�NT F�;c�E nF.! 1 1 ITEM Q PAY A ANTITY WITN �TEMS UN17 j TO7AL � U 81D pqiCES WRITTEN IN WOROS , VALUE I VALUE PPROX. DE5 ON OF 2`; � 370 L.F .t-in sanitary sewer serv!ce lines (all depthsl (� R �� + Oollarq I I' I � �� 2nd __ �%,.,.. Cenls Ger LF $��_ k°s �A l� _; ?o. 27 EA 4-in. SP.rvica tap � � _ �{J�?G11T4 C . ,_Dollars I �� dQ f and �-� Cents per EA $�!� � $.S�D • � 27 40d LF Ternporary paveme ��repair per �IQ. B ' � '� _ I , C�ol lars � r� DO � I. _ 2nd C�1,/� Cents ner LF $ r/ . . -- •• � ,�,�,��' 26 1g0 LF Permanent trench repair per Fig. 4� I --�� w.�-�' Dollars �,." �, �a ° (�O�D anti i'l.11 ,,, CentsperLF ' $ ��, � S .� 29. 3 E,A Clay dam �- I � /_�'YT .f ! �C�{,J`t! � _�c�-t�'+�is Gollars - �' � OD e � i end � C;ents per EA $ ,� � S�.� ' ,, � , . I 70TAL UNIT I: SECTION 6- 5AN17ARY SEWER REPLACEMENi' �1 �I- $ X�+ " � I _ _�._ . ." -- � � . .... .� " Y �r�• ' �� .�.r.�.. � � � N07� THAT THIS SCHEDULE OF VALUES MUST EG2UAL AMOUNT BID c '" Contractor must comp(ete City Approved Product and Method form on Page 7(9) ;�AqAs.;U_.`iFecs_1oa•a_�o_r,�o_Qe�� o_ 7(8) Addendum No. 2— 42/13/99 � PROPOSAL CITY APPROVED PRODUCT � METHOD FOR *, *' "CONTRACTOR SHALL SELECT TYPE OF PIPE TO BE USED Standard Spec No. Size � E1-31 4" through 30" E1-25 4" through 15" E1-27 4" through 15" E1-28 18" through 27" E100-2 18" through 48" Consult with "City of Fort Worth, Texas Standard Product LisY' to obtain the Generic/Trade Name and the Manufacturer for the pipes listed above. '*CONTRACTOR SHALL SELECT PIPE ENLARGEMENT METHOD TO BE USED AND PROVIDE NAME OF SUBCONTRACTOR FOR INSTALLATION �� . � ,r � � PIM Method � ;�1 �.�t�,r � �� . ��i-�c r -��-�, � Name of Subcontractor if Applicable T.R.S. System Name of Subcontractor if Applicable McConnell Method Name of Subcontractor if Applicable Expanded System Name of Subcontractor if Applicable � Note: Only tee service connections will be allowed. � , Failure to provide the information required above may result in rejection of bid as non- � responsive. • Only products listed above will be allowed for use in this project. Any substitutions shall result in rejection of bid as non-responsive. ' 9809400_Specs_t099_DO_Prop.doc 7 �9� v ' 1'�';`1:�,'1��9� 10:'?3 ��1??�5'4;7 DUI�IAla�1aV A��Or'. PA(=�E ��c�,!'�"� UNIT II: PAVING RECONSTRUCTfON & STORM DRAIN IMi�ROVEM�NTS � �� r ,, " " ��" " 'BAS� BID �.. � + rY . � � ,, , PAY APPROX. DESCRIPTION OF ITEMS UNIT TOTAI. WRITTEN IN WOR0S VALUE VALUE ITEM QUAN717Y WITH BID PRICES ,, -. , 1 2; EA Project sign " , ( � �1GGc.ttG(/LQGL. ��Uollars ; . oa � I , and /�'i f� Gents per EA a�� ' 3�Ql�/, � 2 21,255 SY 7-in reinforced co�crefe pavement ' � �� r�Ll �!`"Jf '=h _l �ollars T � ��D and `�1�7� Cents per 5Y � ,✓ ,� � � ,��.�'�'l!� 3. 2i,799 Sl' 6-in cement stab�lized sub radP � ��[? Oollars � � and a„ I „`'��1A� CentsfJer SY �„--� �� T�_ �k 4P,1 TN Cement (�; 5 bSISY I �: Lt � �.+C e �. 'L' �.C� Dollars and � � {'%D Cents �er TN $ �7$ , �� S 1,�'� /o ^�J,�`�d 5. 242 TN MMAC transitlon,�avemont ` ��y' �p �j��_ �"�fP . (Jollars ` � Q Q'�" �_ � __ and �u% Cents per TN $ (A� � $ �S G�'� P�. 1 LS Utility adjustment ' ' 0 Flkeen Thousand Oollars � � 7 S 10 and No Cents per :.5 $ 15,000,�0 S 1 �,000 GG 9,01G �F Demolish and remove reinforced concrete curb and gutter (X��"w Dollars � / d and ��-� _.I, Cents par LF 5!' � 5�� ,�/�5, 9,010 LF Reinfnrced COncrete Curb/,� I _ %�i�`� Doll a rs � and 'i" / Cents per L� $�. � S��. .��a 450 SY Dsmolish and remove 7Lrn re for:ed concrete valiey gutter ' � ,. � -{ -GL�,1' Dollars and �-�r�t� 1" LU-G Cents per SY I $ J • �� --- _ $ ��P % %� �, a9,903 SF Damollsh anC remove(/eln!orced concrete drive�vay, I s�dew�ik, and wheAlchgir r8mp and 1�. 51J14 SF n•in. �.P ,P . and .. 7 ✓� ,� �2 BP,2 SF Relnfurced concrete�ldew�lk and leadwalk _._ `Yt �� , � _ _.. and �.�— _ � � ., ..,_.__.. DO113 rg Cents per SF 3 � �'� $ �� 1'%. '� Oollars � Cents ver SM $�'� s/ �'D, 999�a o � Dollars DU ' �1 o0 Cants per SF $�• ' 5 r,r�_— dP09aC0_°,�y.Jq �110&_00_P�.�p_A�A7.n0,: 7 (10} Addendum No. 1 - 12/40/99 i��. i=. i�a�a�a 1^: �_� �,i �_,;5 � a;� r�i_�raa�.�a�r Ar;nc. F�a��E ��,: i i UNIT ll: PAVING REC�NSTRUCI'ION & STOFtM DRAIN 1MPR�VEMENI"S 'i4 Y;+�n d. � ,�' , ., , i � :ii ;��. , > � � ,BA3'E BID , �� ' ; � , � ,Z „ . ,.. , ,,,` , � . . . PAY APPROX. DESCRIPTION OF 1TEMS UNIT TO7AL ITEM QUANTITY WITH BID PRICES WRITTEN IN WORDS VALUE VALUE 1? 5 EA Fteinforced conerete wheelchair aCcesslble ramp !�'� �G�u' G� Dollars , d� 4d and �'j�% /) � CentS Per EA 5�� 5�� ' 14 1 EA Manhole adjuslment � Three Huntlred Fiitv Dollars � � and N� �_ Cents per EA $ 350.00 �� 35u,0U ' � 15 8a0 CY Topsoil � Eleven Dollars � � and No Cents ner CY g 11.00 � S.�n� OC i 16. 29,&96 LF Silicona Joint sealant � �,. r„ !�� Uoilars � p�'L �� anct ��a^-�� Cents �er LF 3��'� 5�d, T� �, ' 17, 7,900 CY' Uncl�sslfied street excava n ' i �.�.�J Dollars I end_ �� Gents per GY $!, O� $ 7/ �� D� tP, 15 EA RpmOVA OXIStif1Q StO�R� drgin i�l6ts � I �'� �'LL�L/Lf �"� Uuliars ��r, BO d'f�I � and �� Cents per EA $ pwv ' 5�� ^ 9 12 EA 1D-ft. storm ar8!n inlet I�� ,`� �f� � // I I :Il/�(.t, .NI.d7.c.��-t,c�.I�,t� /1'u�(G(J�.PGtAoI!ars r' �/'�r �� / ar�C1 %1.� Cents Der EA $! t3 QtJ� ' S�l, �0 �0, GI D 2C. 13 EA 2C-ft storm drain inlet � � ��v� ,�� _��.� r� �l. �t 00 . � nllar5 3ad000 , � .� I �� r � ¢r,riar'. � and �'I/l.D Cents per EA $, $ '�� 21. 4 EA : 25-tt. sto�m drafn Inlet I � , n ' e.'7'71�Lf/) �. !�� Dol!ar5 ,r,/ ro / and �`+�.(i Cents per EA S "`T'"��1 ' $/�!'/ . ,t��, � 2�. 55U LF 21•in C1ass !V RCP storm drain pipe � � ��,// _ � � t)Olla!g ll N' yQ 0 o dG 2nd C� /i Cer�t5 Der LF $.JO � I`��0 �Q�. 23 1.395 LF � 24•in Claas !V RCP storm drain pipe � I a7�� ./ �Z��' Dollars ,./�� /2p Op + and �� Cents per LF � 7"7; �� CF �..7 61% ' � 24. 25 I LF 27-in. C/ass 1V �CP storm draln p�pe / ' . -�-{�l �t / w�l.� Dollars �` �/ � �7 OG I , I and �`id.�'�,_,,, Cents per LF $ 7% � $�oco�� q=.^.e3G0_Soecs_tC29_On_?ro� A,�n% n�r 7�'� �� Addendum No. 2- 12/J3,�99 e 1� 1,., 1,�,�,� 1;: 5� �1,.�,5,� �, ni �ria��.ak�� Assnc. F'AGE �� i 1 1 � , '.i ii • wl .� 4J ' � a.J � �' "1 I M.. r � UNIT II: PAVfNG RECONSTRUCTION +L�; �DRAIN IMPROVEMENTS PAY ITEM 25. " 25 27. �P i 2� i 30 31. 3�:. � � � 33 36. " � � �, ,s ,�� ASE 61D . ` '. , f; :. _ .-, , , , , � ApPROX. DE5CRIPTION OF ITEMS I UNIT I YOTAI. QUANTITY WITH Blb PRICES WRiTT�N IN WOROS VALUE VALUE 428 L� 30-In Class IV RCF storm drain pipe � �� -t l�� Dollars �7 _ 4�- �C�/ ' ,� `� '/ D a lJ and �✓'�.(J � Cents per LF $ Jr'T' � 5�3,//a, ; 1,405 LF 33•in. Class N�P slorm ciraln pi�e ' _,ll.c�f� ��.�'.2�� ' Dallars � u / �oo �jp ac� and �� Cents per LF $ r p,�, $ a d. Jr�s ! a0 � LF 42-in C/ass !V RCP Storm�drain pipe ` �L �Lf -J � �. �C �f � Dollars � � , and �� Cents p�r LF $ �� $ , �� g16 LF � G x 5' reinfo�eed concrete box culvert wt r .i/�'�a � 1 ollars � "� ��,�- �^u_c� �' � �f�i�� _ � Q"° � � � I and _�. U Cents per lF $!�� 5 ,�,��, , 108 LF ` 8' x 5' reinforesd concrete box culveR ' / ' �� f�(G{i1i �4d fX. ��.�.Q� p�IlAfs I �� G�J AD r� �� f�. and �'"�C7 Cents �er LF ��T� S�. �c�T, SS LF 7' x d' reinforred concrete box cu�vert ' � �� U,� � �l'.,�",•k � Dollars l I_ " �I d�0 �+�s 11'P and �%,� Cents �er LF I$�l�` �' �a ,� � 7 7+� � 2,900 lF Trench safety systern � �� r �J?'�,� ) Doll3rs i � � _ �� and %ZO Cents c�er LF � l� DO 6 EA 4-ft. square manhUlas ' ��% r ��rC-+.�t3'i�c- � Dol lars � n . i0 I L?� and ��rfJ � Cents oer EA � �� ' $ !� �� ' 1 EA 7-f:. squaro manholes r V ��f�.��%I,vh/ �t�`�Dollars �J�^ �y �d I and `� Cents per EA :6�X 7�. �� ¢�� ' � � EA 8•it. �quare manholes I � ,�e ��' � ��.��, o0��9 00 ou ' I and _ i/1 � . Cents Per EA $J�l11ZJ. ��J'DC�• 1 EA 9•ft. square manholes ��'1�1✓�-�`�a^KO�-�60 �.rtf(�'Y//� �0��2f9 , and „_ �`-��,ry Cents per EA �'��(�. � a g�3Q� 00 1 LS iiaadwall and wingwalls far 5' �: 6' concreta culvert � I _�.[ s�t ,bi�/.1-d:.0 �.� y� 7,�,k � �ollars I — ��_....,--' --' 00 /(j � and r CentK per lS ��1 ��, ��(�j 9U:�9Jr.�C,Sp�ca_' 094_Q�_P�ce_,noa2.00�: 7(12) Addendun� No. 2- 1Z/13/99 � 1'�il'��;:1q�� 1^:'�: �,1�_�35'4=,, IaLIhJA4�!A'�` �=r�0i_ . F'�� E 11 ' � � .. � � � 1 � � � 1 ' � � UNI7 II: PAVING F2ECONSTRUCTION � S70RM DRAIN IMPROVEMENTS pAY I APPROX. 0ESCRiPTION OF IT�MS UNIT 1T�M QUAhJTITY WITH B1D PRICES WRI1'TEN IN WORDS VALUE 31'. 40 LF Standard guardrails � �{ ,� . '�'L�k, .7'�.�i"L�C__ �ollars I �f�— D D $�� d77 i � and _ �,� � C�nts Der I F $ O1 � � 38. 7,060 I LF lNedge mlrling I y � Dollars �� I � 'f � + 0D� , � and , �" r_-� Cents per LF $ '��'� � $ �7�� ' .19. 2.311 SY 2-In HMAC overlay (T e"C�Iitnix) 'I � I I 1-I� .,"�� Dollars � I j� -7 '1 i � and r'I ,r1'r'�l�,�J � Cents �er SY � ,'� . � � $ � d � T� � � r 40. 27 Cv 2-�t re!alninc� wails pe Det No S-M13�,ti[ .'� 1 ' `�i�71 C . ,�,FG�f�� ?.! G� �0llars �SQ, � "�7"�(/, � , I I '`��J�� Oo � � and �%� Cents per CY ��.�.•�D E,�,--�.��- "� ! 41. 6,7≤an CY 7rench excavati�n and backfill � � � I� oc'L.�-2.�'�� Dollars O• I I and __ �.r? Cents per CY $,�, �� g� �, � i� � � 42. 1,180 LF 7-in wrb and g-in. gutter ' I �" ) � I � � �1.�--C/ry Dollers � � �S � c7 rA �p , I � and • Z� �' Gents per C,F �$.� �'� � O�� I 43. I 410 LF Fermanent trench repair pdv'F� I � I � ._�—� � k'"��1� 0nll�rs I I I � � a� ► ,� �a � �; � and Cents er �F • 5��'� ��a^��; �'�� ' � `r�Ci��t��) a II�R aE I�IIJF � Y — � � ; , � 2 { r . .� � • .� _� � "� � � r .„ r:t�l�;��I '�,�� -p"`l,v�t�_�"�f'� ..._ — - � .; , /; , �`'"a � �S�. ` % � N01'� THqT TH1S SCHEDULE ��' VALUES MUST E�U�,L AMOUN7 81D � TO7AL VALUE ri 980qd0G_Spts:? 1^uB5_CO_Pro� AAd1.Coc 7 (13} Addendurrm No. 1 -- 12/10/99 1'F'14_1,��a 1�_.�= �17?3`7�?7 tiIJP�1�4�JA°�' �lry��^. ��H�.-,E 1 = � �� n t. 1 r• ` UNIT fl: PAVING RECONSTRUCTION & STORM DRAIN IMPROVEM�NTS Al.TERNATE 91D , PAY APPROX. AESCRlPTlON OF ITEMS UN1T lTEM QUANTlTY WlTH 810 PRICES WRl7TL�N 1N VYO!?OS vatu� 1 2 EA ' Pro�ect sign � �i�+'�,..Gfi''t.+' dL. _ `��,�:� Oo!lers v � i and `�'�,f� A Cents per EA S�SQ, �� 2. 21,255 SV J 7-I» reLr/orced concreto pavornenf: slx sack mrx, Road to be reopened fo traAic within r2 hows , `� � i , I � —� ��"i.:T-P P�'��-- Dollars � � /% / as� snd ��%�(��J. -7�i(.L- Centa per $Y ��/�• 3 21,799 SY 6•!n, cement stabilise�l scrbgrade �1 �"�^i.�-D Doflers I and �"I�1,,� Gents per SY : S�• �� 4. 481 TN Cement (� 43lbs/SY / U( %Y� -�f� �.�A�� Doflars � � and -� {,� Cents per 1'N f�� 5. 242 TN I HMAC transition paveme»t �� Dollars � Do TOTAL VAL UE s ,3aD, a� s39�,S,�l- �'� � i s��.�'9$°�" � �.j I'�! �.� �d DA ' snd �j'l.� CenlsperTN $��, 3 �s�� 6 1 LS UtAiry edfustment � � Fif(Qen Thousand Dollarb and No Cents perLS $ lS,000.00 $ f5,000.00 , 7 9,010 LF Demolist� and remove rA1n/oiced concrete curb and yuit�r ,'� J�� J . � �� Yt,(.. Dollars F '� � D� I and �-�-s(�-C�t Cants per LF $ I� 3,�,� ��,� 8. 9,010 4F Rernforced corfcrefe 6�urb � �'�=':'l, �- Dollars and �.� .+��.l,r Cenfs per LF � S �� s� S I� �� 9. 450 SY Demolish and rem�%e 7�. re�nforped Concrete v�(ley � � � gutMr � a.��ti�i Do!l�trs -% r ,d and /��vt./�y ..�-�L Cents per SY 3�, 7� S p2% % 10. 49,903 S� Aemolis and re+r,(�ve relnforced concrete drlveway, sJdewslk, and wheelchair ramp � tt�� Dollers a�:d l�;� � �� .. - `�..L$�+L-t' Cen2s per SF j • t��✓ § "fi'�, '�i �r � i 1 51,7i4 SF � 6-fn. relnlo�xed con�te drivewey • six sack m!x � I � ��✓f�-2J'�-' Dollars - -- I and .- — /_��.�.G�-P �t�n � ,1� Cents per SF S �. �0 3 A � � �'��'.�f� � t �EC9JC0_Scet9_'096_O�].Pm0_AJ�1Aoc 7(14) Addgndum No. 9- 72/10/99 1�;`13;`1�359 18:�5 81?3;5'4�' D�IhlAl�iAl' ASSO[:, F�;�:�E �'�!11 � � L_�'J � ..,. UNIT II: PAVING R�CONSTRUCTION & STORM DRAIN IMpROVEMENTS ' � � ALYERN�TE Bl� `�, � r r � . n :•k'�� '� h PAY ��APPROX. DESCR1PTldN OF ITEMS t1NIT TO7AL ITEM QUANTITY WITH BID PRICE3 WRITT�N IN WORDS VALUE VALUE 1:.� SR2 SF Relnforced concre!e bldewalk and leadwa(k � I .-�.0 � � _, OOIIarS dnd �� S Gents per SF 5„J .�� 9�� p, �� I 13. 5 EA RPinforced concrete wheelchdir acGessible ramp --• �Ed��-D l�-GC�1{ �'� t� Dollars I and _ _, ai�/� Gents er EA T d� , � .� .,. _ ��_,��l�. ° ° s �r'.I�, , 14 1 EA M�nhole ad;ustmeni� Three Hundt�d Klftv �ollars � and Ni�,:___, „ ,,,,, Cents per EA $ 35tl 00 S 35C.0� 15 8a:, C`( Tooeoil .,,.,.,�.,, ._.. �___ _ .— . �Isven Uollars I � . _ ._ _ J ..,.-----, _. . ... $ 11.p0_ $ 43,2<0 00 I � and t�p C.ent; per CY 16 29.o9E �F Silicone oint sealant � I _.— �� _..__Douars � and .f�l,l�i!- tif"�^;'� Cents per LF $ •> �a d` 5! o.��f ,�. � � I �? 7,9��0 CY Unclas�ified s; eet e avation � ,/_,�fP' _"'�`�.1� � Oollars � I d -- — , Q�, � and � „ , Cents per CY S %, � O 5 �% �� 1d 15 EA Remove exis?in� storm drain inlets � ��'�-�-�-� ��t.-t.�(�CI'u � � Dollars � and �1.-t� _,. _ Ceets per EA 5�'�E� �� 5 ��'+OO �s ^2 E,= 10•ft storr,. tirain inlet I .,U/il/ �4�l�-Ecfh CyL� f�=k�/Le�ollars U �j/ /_ � and �?/�� Cents per EA � l�� O 5pt( (pfr(�,0 . —. ., . - — - --- 20 13 EA 20•ft storm dra�n Inlst � '� �-�f.+L� �+�.r�',1i �C�no��2r> � • — 3�00, °� �� DO. �, �o • �nr� `�f� Cents per �A '�. $ _, 21. 4 I EA 25-h. storm drain iNet I -�,�[�-^� _ ��fl"'i.��+a-vti v�� l7ollars I I // � ' an '%�f� Cents per EA $ T�iO�. ��o ,��. 00 2. 55('� �K 21- n C/ass IV RC Storm draln p r ` + p . �pe - � S +� � � t��L�.l.{ .!- �.,t �� Dolfars . �1,, �' Jri Oll _ _ and.. -- �` "" , ,, ,--- Cent�er LF $ �'3(�• I 5 � ��, I� 99r,4dr�r Sper,c_�o=4_UO_Pror_4uh2Cx 7 (15) Addendum No. 2 - 12/93/99 . � UN1T 11� PAVING REct�rv5 i KUCTION & sTof�TVi �RAIN irnP�ov�MCNT� — �._. . ALT�RNAT�BID °''� ; PAY APPROX, p�S RRIPTION OF iT�MS UNIT ITEM QUANTITY WITH BID P I�ES WRITTEN IN WdRflS VALU� 23. 1,395 � LF 24-in Cfass � RGP st�rm drain ptpa � r �. � � .� I � TOTAG I � VALUE _ �.�7"�1?l.L'1 c�[. . - ✓�' J _._^_bollars � � 00 / and %�/�i �,_, '' C�nts per �F $ S�'/ ��. 2� 25 Lr 27-in. C�ass I✓�i�P storm drain pipe I � , �_ ,lJ�f- %�(iYl,�(� Oollars . U ' 0D _ and � Cer'�ts per LF I�. „ 25. 428 LF 30•�n C/ass !V RCP storm drain plpa i . ��-4�� ti��'�� Dollar5 �l � � ,/ and � Cen:s er LF S �- �� . n � 26. I �,4US �_F 3:?•in ClassAV RGP storm drain pipa � �i�� Dullars ✓ _��. -f� � �- � (� �� and � �'� _._._. Cents per LF b �a J. �� +"� ��+� , � — — - -..J a /�r�� U �,�`3 � 1.�. �- � I 21 4C LF I 42-in C/ass ! RGP storm drain p�.pe ,�``� `,� l r' : �. ��,� Zst ,�li� Dollars � � �' U Oa pp � �f, !� � $ . 3.Sao � a d ,, Cents per LF $�_ _ 2g. 5', 6 LF h x 5' reinforced concrste� u{vert � � � OoAars li �nd � � �ents pe� �F S�`�%�. �� i' �I, �f7�+� � 2g, 16A LF A' x 5' re(ntorced concrefe �iox culvert --T~ �.I.G7 ��NGV�I Lr .��.�L � Dollars 7�n �� __ . ��/; o° � ��'�o _�ind Cents aer LF $. 7�, S,, ?0 � 55 7 x. G' rPinfo�ced r,oncrete bc�x culvert �' F `•��4�t.c�cLVZ.�� i� �-�r�F Dn�t ) Oo!lars U DOD ard `�'� �'l � Genta Qer LF $ p7� Q' :;1 2.90� ' LF -rench SafHty system /1�.�'? / , Dollars . and ��!J�1_ ,_ c:ents per LF 5�, �D 32. 6 EA 4-h square manholes _��! _ .�Lt� �'K � Dollars av ar,d �'� Cents per EA S�p�. � 33. � I EA 7-ft. square manholes � ' ��-l.l��t�b-8-t� � / � l �� Wtp��7e�llars � OO a�d % �� _��__ Cents per EA $�90�,, 34. 1 EA 8-f; square m�nho;es I f `�j�`��f.1� %4t � ��L9'.I� /YGL/i, (�/�_�„aoliars 00 �') Cants per EA $��O0, �� 5 S/ O� a�d s E��7G�! °°1 geq9d00_Sotcs_10P9_Cn_PrnG_ACe'iAoc i ('{6} Addendum No. ? - 12/13/99 �°� 1�,' 1 F�,� 19��9 1,_ .�, S113 ,57a;� �._ Pi �ra��atr A �s��c . F'F�GE 15i"�'? �� UNIT !I: PAVING 1�ECpNSTRUCTION & SiORM DRAIN IMPROVEMENTS PA Y ITEM 3 b. se: �" � � 37 ` '•,"� �' ;4�`'' !�„ `�� k� e ��'�i�� ' �I��' .�� s..`Y`��,.,�'�..;cy:� � �...;� �.�� APPROX. bESCR1PrJOlV OF 1TEMS UIVIT QUANTI7Y W!TN Bf0 P1210ES WR/TTEN !N WORDS VALtJE i EA 9-fl. square manholea � � � ��C T�� olfars and .�w'� Cents per EA ' �* ��, � 1 L S Neadwa!! and wingwa!!s for�' x 6' concrete culvert �, `� �..��{��+'f��k�,� ��,�N.! l�� opars i and �LO Cents per �g ' S��v 0� 40 lF Standard guardrefls , '� �'��-t`"2°�-�,�'l'-�"1-' �h�: Dodais U /� an�i �� C2nis per LF $��I 00 38. 1,DB0 LF Wadge mJlJing � � �..-'�L�� Do!lsrs , f �" .S� I and .o��-:L-�'<-t Cents per LF .� � , 3� 9 � 2,3/1 SY 2-rn. HMAC overlay (Type "D �rtrlx) _ ._�+t�%'L-'� Dollara , end �C �_ ��.�-C�.�Lf--- Cencs per SY g �l �� O AO 27 CY ?�h retaining wa/rs p�r aetBll No. S•M13 � �� /- � l ��-GC.�t ,G Dal/ars �� -�� °�' and I'Lt^ Cants per CY S �, TOTAL � VAL UE � ��da. °v � 59�, 0° I Y S ! �r �Ti I I � 6 �� s�f770� � � � s 2��/' �'� � a��SD,�o 4!. 6,790 CY '�rench axcavation and bac�U I � . , ��f Dol/ars � and �� „ __ Cenis pe� CY a �� p� ,3%Q, �� 42. 1,180 LF 7•In. curb and�18-!n gufter �- .a,,,�.1�!I.�--rn� � Dollars � . arrd ,�� .Ar Cenl3 p?! LF S/� � S o O�. O�_� � I= e-3 410 LF Pernranant�1Vench�pa� per Flg, 4 � , t �� .��.�[�'i.'� Oollars � I � ; � � �__nc,' �pr ��-� Cents per LF ,�i y�Y�' � 5 � r 4� ' s� � �_ , . , � . �... . , ., y - .r �.�', � � � �� ti '��' � �i � n `1, � J��^ i Y�1�U�`/�f: E1f1i�-�114LTEf2�CkTE �1� ��f1 L 4� ,� .�.. }i'��1� �, .�� 1� N �,� � I� �' . . .. �� ' � S��MZ,, x � I �'� h1� . � ,J '-!�2.` I — _ . _ �n, . - . ,:y�,y�.,.,r,,,�_.�'.;� � �" � � r��.� �F �-� �. , ..� .� ��' ', � � NOTF THAT THIS SGHEDUL,E OF VALUES MUST EQUAI. AMOUNi BID I 980P1v0_Specs_1069_ OC_Prcp_A�•�1,0x 7 (17) Addendum No. � - 12/10/99 1�. lEl:'19'19 12. �_ ;;1'=;57437 L?��P�IAIAJ�;I' AS �OC . F'A!�E 1 ��; �� UNIT II: PAVING RECONS7RUCTI�N 8 STORM DRAIN IMPROV�MEIVTS , . . . "OPTION ,A � -'_ , PAY APPROX. .�pESCRIPTION OF ITEMS UNIT � TO7AL I7EM QUANTITY WITH BID PRIC�S WRITTEN IN WORD5 VALlJ� VALUE 4d 13,300 SF Additinnal reinforced concrete sidewalk (from Milam to Sandy Ln) �.�+C�' . Oollars I and —� �.�-,��.+I Cents er SF $ `. � � �'o .� 0(� d5 d EA Reinforced concrete wheel air a essJb/e rarnp �� ]� f �y � �/Z1.1 ,�fl.ss ��' Ph J ��.•'��Q ��t Dollars � � ,�rf �� ,�7�/� �a and ��i iS^ts per EA x�c%v . 3 r' d,Pl��_�— TOTAL UNIT II QPTI0N A I - ,,: �, 3' ��' , ., � �r , - �'%��';� �: -- - , f. NOTE THAT THIS SCHEDULE OF VALU�S MUST EQUAL AMOUNT BID ! McCLENDON CONST. CO., INC. P.O. BOX 996 " BURLESON, TEXAS 76097 , {i909uUO_S7e,-.s_1U?4_CO_P'0l_A�0�.00^. 7 ��8� Addendum No. i - 92-'10/99 1'�:'i�: 1'a'a9 1�:'� ; �_— . 817 ;35 ' d37 DI_II•I/aU!AY AS=�0C. FAGE 1 ^. �"�+ i PRE-SUMMARY OF AMOUNT BID UNIT I' WATER & SANITARY SEWER REPI.ACEMENT Toial Section A - Water �i ��0 �f � � . � Total Section B- Sanitary 5ewer Replacement �� . K� TOTAL AMOUNT BID UNIT I - �/�i � �o, SG�v �" . �`�' UNIT II: PAVING RECONSTRUCTION & STORM DRAIN IMP�OVEMENTS TOTAL AMOUNT BID - UNIT II BAS� BID $ I'��t�i��,',+'��'; �� 70TAL AMOUNT B/D - UNlT !f ALTERNATE B!D .�'/y'�7��/r l.y ��. �'� TOTAL AMOUNT BID - UN17 11 OP710N A � "T7 �/�• � SUMMARY O� YOTAL BIDS TOTAL A Total Unit I+Totaf Unit II Base gid TOTAL B Total Unst I+ Total Unit II Base gid + Totaf Unit II Option A TOTAL C Tota! Unrt 1+ Total Unrt !l,4lternate B!d 70iAL D lota! Unif 1+ Tota! Unif !f Alternafe Bid + Tota! Unit !! Opfion A �Q?07 /,3�D. l � , � � �1� �� ' a � 7 m �. �' .� �� ._� �� ; � The Glry re5erves the right to award the contract to ihe responslve low bici of either Total A, B, C, or D 9GC51J0_;p�r�_1pB9_Cq_Prnp_AAd'. doc 7 (19) Adder►dum No. 1 - 92/i0/99 1 STATEMENT OF MATERIALa ANU OTHER CHARGES � Within ten (10) days after acceptance of this Proposal, the undersigned will execute the formal contract and will deliver an approved Surety Bond and such other bonds as required by the Contract Documents, for the faithful performance of the Contract. The attached bid security in the amount of 5% is to become the property of the City of Fort Worth, Texas, in the event the contract and bond or bonds are not executed and delivered within the time above set forth, as liquidated damages for the delay and additional work caused thereby. ' The undersigned bidder certifies that he has been furnished at least one set of the General Contract Documents and General Specifications for Water Department Project dated January 1, 1978, and the he has read and thoroughly understands all the requirements and conditions of those General Documents and the specific Contract Documents , and appurtenant plans. This contract is issued by an organization which qualifies for exemption pursuant to the provisions of Article 20.04(F) of the Texas Limited Sales, Excise and Use Tax Act. Taxes. All equipment and materials not consumed by or incorporated into the project construction are subject to State sales tax under House Bill 11, enacted August 15, 1991. The successful bidder shall be required to complete the attached Statement of Materials and Other Charges Contractor at the time of executing the contract. The undersigned assures that its employees and applicants for employment and those of any labor organization, subcontractors, or employment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by terms of City Ordinance No. 7278 as amended by City Ordinance No. 7400. The Bidder agrees to begin construction within 10 calendar days after issue of the work order, and to complete the Unit I and Unit II combined contract within �fl"working days after beginning construction as set forth in the written work order to be fumished by the Owner. �� (Complete A or B below, as applicable:) [ J A. The principal place of business of our company is in the State of Nonresident bidders in the State of , our principal place of business, are required to be percent lower than resident bidders by state law. A copy of the stature is attached. Nonresident bidders in the State of ._. .,,.., __ ,_, , our principal place of business, are not required to underbid resident bidders. The principal place of business of our company or our parent company or majority owner is in the State of Texas. Receipt is acknowledged of the following addenda: Addendum No.1 Addendum No. 2 Addendum No. 3 fT (SEAL) If bidder is Corporation Respec�bmitted, MC�LE�iD,�N C(�NN�'� Q. 1N By: ,��i'� .I��/'�l +f � — — Y S Tit�e: DAN I4+4�CLE�iDON, PR�3IDENT Address Telephone: p � e�� BURLESQfV, TX 76097 � 1 I/2�5-�� F�c ?��-s7� 9809aG0_Specs_. t 099_OO_PioG�coc 7 (16) � � � � Cl-1 Cl-l.l C1-1.2 C1-1.3 C1-1.4 C1-1.5 C1-1.6 C1-1.7 C1-1.8 C1-1.9 C1-1.10 C1-1.11 C1-1.12 CZ-1.13 C1-1.14 C1-1.15 C1-1.16 C1-1.17 C1-1.18 C1-1.19 C1-1.20 C1-1.21 C1-1.22 C1-1.23 C1-1.24 C1-1.25 C1-1.26 C1-1.27 C1-1.28 C1-1.29 C1-1.30 C1-1.31 C1-1.32 C2-2 C2-2.1 C2-2.2 C2-2.3 PART C - GENERAL COrIDITIONS TABLE OF CONTENTS NOVEMBER, l, 1987 TABLE OF CONTENTS DEFINITIONS Definition of Terms Contract Documents ivotice to Bidders Proposal Bidder General�Conditions Special Conditions Specifications Bond Contract Plans City City Council Mayor City Manager City Attorney . Director of Public Works Director, City Water Department Engineer Contractor Sureties The Work or Project Working Day Calendar Day Legal Holiday Abbreviations Change Order Paved Streets and Alleys Unpaved Streets and Alleys City Streets Roadway Gravel Street INTERPRETATIOt� AND PREPARATION OF PROPOSAL Proposal Form Interpretation of Quantities Examination of Contract Documents and Sit� C2-2.4 Submitting or Proposal C2-2.5 P.=jection of Proposals C2-2.6 Bid Security (1) C1-1 C1-1 Cl-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 Cl-1 Cl-1 Cl-1 C1-1 C1-1 Cl-1 Cl-1 C1-1 Cl-1 C1-1 C1-1 C1-1 Cl-1 C1-1 C1-1 Cl-1 C1-1 Cl-1 Cl-1 C1-1 Cl-1 C1-1 (1) (1) (2) (2) (2) (2) (2) {2� (2> (3) (3) (3) (3> �3} (3) (3) (4) (4) (4) (4) (4) (4) (4) (4) (4) (5) (6) (6) (6) (6) (6) (6) C2-2 (1) C2-2 (1) C2-2 (2) C2-2 (3) C2-2 (3) C2-2 (3) ' C2-2.7 Delivery of Proposal C2-2,8 Withdrawing Proposals C2-2.9 Telegraphic Modification of Proposals C2-2.10 Public Opening of Proposal C2-2.11 Irregular Proposals C2-2.12 Disqualification of Bidders C3-3 C3-3.1 C3-3.2 C3-3.3 C3-3.4 C3-3.5 C3-3.6 C3-3.7 C3-3.8 C3-3.9 C3-3.10 C3-3.11 C3-3.12 C3-3.13 C3-3.14 C3-3.15 AWARD AND EXECUTION OF DOCUMENTS Consideration of Proposals Minority Business Enterpise Women-Owned Business Enterprise compliance Equal Employment Provisions Withdrawal of Proposals Award of Contract Return of Proposal S�curities Bonds Execution of Contract Failure to Execute Contract Beginning Work Insurance Contractor's Obligations Weekly Payroll Contractor's Contract Administration Venue C4-4 SCOPE OF wORK C4-4.1 Intent of Contract Documents C4-4.2 Soecial Provisions C4-4.3 Increase3 or Decreased Quantities C?-4.4 Alteration of Contract Documents C4-4.5 Extra Work C4-4.6 Schedule of Operations C4-4.7 Progress Scnedules for Water and Sewer Plant Facilities CS-5 COti'TROL OF WORK �,ND MATERIALS C5-5.1 Authority o` Engin�er CS-5.2 Conformity with Plans C�-5.3 Coordination of Contrac� Documents C�-5.4 Cooperation of Contractor CS-5.5 Emergency and/or Rectification Work C5-5.6 Fie1d Ortic� C5-5.7 Cons�ruction Stakes C�-5.8 Au�hority and Duties of Inspectors C5-5.9 Inspection CS-5.10 Removal oL Defective and Unauthorized C5-5,11 Substitute Materials or Equipment CS-5.12 Sam�les and Tests of Materials CS-5.13 Storace o` `�aterials CS-5.14 Existinc Structures and Utilities C�-5.15 ?niZL"L'L'D�1OC': Oi S�rvic� C�-�.16 �'.:��aal Res�onsioii�ty o` Co�tractors C�-�.17 Cleanuo CS-5.18 Final Ins��tion C2-2� ( 4 ) C2-2 (4) C2-2 (4) C2-2 (4) C2-2 (4) C2-2 (5) C3-3 (1) C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 (1) (1> (2) �2} (2) (2) (4) (4) (4) (4) (7) (7) (7? (8) C4-4 (1) C4-4 (1) C4-4 (1) C4-4 (2) C4-4 (2) C4-4 (3) C4-4 (4) CS-5 CS-5 CS-S CS-S CS-5 C�-5 C�-S CS-5 CS-5 Work C5-S CS-S C�-5 C�-5 C�-5 C�-S C�-S CS-5 C�-� (1) (1) (2) (2) (3) (3) (3> (4) (5) (5) (5) (6) (6) (7) �%) (8) (8) (9) (2) � � C6-6 C6-6.1 C6-6.2 C6-6.3 C6-6.4 C6-6.5 C6-6.6 C6-6.7 ' C6-6.8 C6-6.9 C6-6.10 � C6-6.11 C6-6.12 ° C6-6.13 �� C6-6.14 ►-• C6-6.15 C6-6.16 C6-6.17 C6-6.18 C6-6.19 C6-6.20 C6-6.21 C7-7 C7-7.1 C7-7.2 C7�7.3 C7-7. 4 C7-7.5 C7-7.6 C7-7.7 C7-7.8 C7-7.9 C7-7.10 C7-7.11 C7-7.12 C7-7.13 C7-7.14 C7-7.15 C7-7-. 16 C7-7.17 C8-8 Co-8.1 C8-8.2 LEGAL P.ELATIONS AND PUBLIC RESPONSIBILITY Laws to be Observed Permits and Licenses Patented Devices, Materiais and Processes Sanitary Provisions Public Safety and Convenience Privileges of Contractor in Streets, Alleys, and Right-of-Way Railway Crossings Barrica3es, Warnings and Watchmen Us� of Explosives, Drop W�ight, etc. Work Within Easements Indep�ndent Contractor Contractor's Resoonsibility for Dar,�age Claims Contractor's Claim for Damages Adjustment of Relocation of Public Utilities, etc. Te:r.�orary Sewer Drain Connections Arrangement and Charges of Water Furnished by City Use of a Section of Portion of the Work Contractor's Responsibility for Work No Waiver of Legal Rights Personal Liability of Public Ofricials State Sales Tax PROSECUTION AND PROGRESS Subletting Assignment of Contract Prosecution of the Work Limitations of Operations Character of Workman and Equipment work Schedule Tim� of Commencement and Completion Extension of tim� of Completion D�1ays Time of Comoletion Suspension by Court Order Te�nporary Suspens ion Termination of Contract due to Vational Emergency Sus�ension of Abandonment of the Work and Annulment of Contract Ful�illment of Contract Ternination for Convenience of the Onwar Saiety Mathods and Practices hi;F.SUREMENT AtiD PAYMENT Nl�asurem�nt cf Quantities Uni� Prices (3) C6-6 (1) C6-6 (1) C6-6 (1) C6-6 (2) C6-6 (2) C6-6 (3) Co-6 (4) C6-6 (4) C6-6 (5> C6-6 (6) C6-6 (8) C6-6 (8) C6-6 (10) C6-6 (10) C6-6 (10) C6-6 C6-6 C6-6 C6-6 C6-6 C6-6 C7-7 C7-7 c�-� C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 (1) (1) (1) (2) (2) (3) (4) (4) (4) (S) (6) (6l C7-7 (7) C7-7 (7) C7-7 (9) C7-7 (10} C7-7 (13l C8-8 (1) CS-8 (1) � � ►. C8-8.3 C8-8.4 C8-8.5 C8-8.6 C8-8.7 C8-8.8 C8-8.9 C8-8.10 C8-8.11 C8-8.12 C8-8.13 Lump Sum Scope of Payment Partial Estimates and Retainage Withholding Payment Final Acceptance Final Payment Adquacy of Design General Guaranty Subsidiary Work Miscellaneous Placement of Material Record Documents (4) (1) (1) (2) (3) (3) (3) (4) (4) (5) (5) (S) � � L1 � L� 1 , ^ �I �� 1 � , � PAr�,T C - GENERAL COhDZTIONS ` C1-1 DEeINITIONS � SECTION C1-1 DEFINITIONS C1-1.1 DEFINITIONS OF TERMS: Whenever in these Contract ' Documents the following terms or pronouns in place of them are _ used, the intent and meaning shall be understood and interpreted as follows: C1-1.2 CONTRACT DOCUMENTS: The Contract Documents are all of the written and drawn documents, such as specifications, bonds, addenda, plans, etc., which govern the terms and performance oF the contract. These are contained in the General Contract Documents and the Special Contract Documents. a. GENERAL CONTRACT DOCUMENTS: The General Contract nocuments govern all Water Department Projects and include the following items: PART A - NOTICE'TO BIDDERS (Sample) PART B - PROPOSAL (Sample) PART C - GENERAL CONDITIONS (CITY) � (Developer) PART D - SPECIAL CONDITIONS PART E - SPECIFICATIONS PERMITS/EASEMENTS PART F - BONDS (Sample) PART G - CONTRACT (Sample) I� White White Canary Yellow Brown Green E1-White E2-Golden Rod E2A-White Blue White White b. SPECIAL COt�TRACT DOCUMENTS: The Special Contract Documents are prepared for each specific project as a supplement to the General Contract Documents and include the following items: PART A- NOTICE TO BIDDERS above PART B - PROPOSAL (Bid) PART C - GENERAL CONDITI0�1S PART D - SPECIAL CONDITIONS PART E - SPECIFICATIONS PERMITS/EASEMENTS PART F - BONDS PART G - CONTRACT (Advertisem�nt) Same as PART H- PLANS (Usually bound separately) C1-1 (1) � � r-. L�� C1-1.3 NOTICE TO BIDDERS: Al1 of the 1 ublications lega p �. either actually published in public advertising mediums or furnished direct to interested parties pertaining to the work �� contemplated under the Contract Documents constitutes the notice to bidders. �,. C1-1.4 PROPOSAL: The completed written and sianed offer or tender of a bidder to perform the work which the Owner desires to have done, together with the bid security, constitutes the � Proposal, which becomes binding upon the Bidd�r when it is L, officially received by thz Owner, has been publicly opened and r rea3 and not rejected by the Owner. �•• C1-1.5 BIDDER: Any person, persons, firm, partnership, company, association, corporation, acting directly or through f� a duly authorized representative, submitting a proposal for � performing the work contemplated under the Contract Documents, constitutes a bidder. F� ' C1-1.6 GENERAL CONDITIONS: The General Conditions are the �` usual construction and contract requirements which govern the performance of the work so that it will be carried on in � accordance with the customary procedure, the local statutes, �� and reauirements of the City of Fort Worth's charter and promulgated ordinances. r � Wherever there may be a conflict bet�ween the General Conditions and Special Conditions, the latter shall take � orecedence and shall govern. � C1-1.7 SPECIAL CONDITIONS: Special cenditions ar� the specific requirem?nts wnich are necessary for �h� garticular � project covered by the Contract Documents an� not specifically �- covered in the General Conditions. W�en considered with the General Conditions and other elements of the Contract �- Documents they provide the information which the Contractor and Owner should have in order to gain a thorough knowledge of the project. C1-1.8 SPECIFICATIONS: The Sp2cifications is tnat section or " part of the Contract Docu�ents wnich sets forth ir. detail the requirements which must be m�t by all materials, co:,struction, � workmanship, equipment and services in order to render a completed and useful oroject. Whenever referencz is made to stancard specifications, regulations, requirements, statutes, � etc., such referred to docunents shall become a part of the Contract Docu��,ents just as though they were e�bod�� t7�reir. C?-1.� BO�ID: The bona cr bonds ar� �he w__`�en �,r�ntee or security Lurnished by tne Con�ractor ror tne �crc�pt end Cl-1 (2) LJ ' faithful performance of the contract and include thp � following: a. Performance Bond (see paragraph C3-3.71 � b. Payment Bond (see paragraph C3-3.7) c. Maintenance Bond (see paragraph C3-3.7) d. Proposal or Bid Security (see Special Instructions 4� to Bi3ders, Part A and C2-2.6) C1-1.10 CONTRACT: The Contract is the formal signed agreement b2tween the Owner and the Contractor covering the mutual � understanding of the two contracting parties about the project to be completed under the Contract Documents. C1-l.11 PLANS: The plans are the drawings or reproductions � therefrom made by the Owner`s representative showing in detail the location, dimension and position of the various elements of the project, including such profiles, typical � cross-sections, layout diagrams, working drawings, preliminary drawings and such supplemental drawings as the Owner may issue to clarify other drawings or for the purpose of showing '� changes in the work hereinafter authorized by the Owner. The � plans are usually bound separately from other parts of the Contract Documents, but they are a part of the Contract � Documents just as though they w�re bound therein. � C1-1.12 CITY: The City of Fort Worth, Texas, a municipal � corooration, authorized and chartered under the Texas State Statutes, acting by and through its governing body or its City � Manger, each of which is required by charter to perform specific duties. Responsibility for Einal en�orcement of *`� Contracts involving the City of Fort Worth is by Charter �,j vested in the City Manager. Tne terms City and Owner are synonymous. � C1-1.13 CITX COUNCIL: The duly elected and qualified � governing body of the City of Fort Worth, Texas. � C1-1.14 MAYOR: The officially elected Mayor, o� in his � absence, the hiayor Pro tem of the City of Fort Worth, Texas. t C1-1.15 CITY MANAGER: The official�y appointe3 and authorized ;,r� City Manager of the City of Fort Worth, Texas, or his duly authorized representative. ; C1-1.16 CIiY F.TTORNEY: Tn� officially appointe3 City Attorney � of the City of Fort Worth, Texas, or his duly authorized ,�.�, representative. .+. � Cl-1 (3) � , ! � � � C1-1.17 DIRECTOR OF PUBLIC WORKS: The duly appointed official of the City of Fort Worth, referred to in the Charter as the City Engineer, or his duly authorized representative. C1-1.18 DIRECTOR, CITY WATER DEPARTMENT: The duly appointed Director of the City Water Department of the City of Fort Worth, Texas, or his duly authorized reoresentative, assistant, or agents. C1-1.19 ENGINEER: The Director of Public Works, the Director of the Fort Worth City Water Department, or their duly authorized assistants, agents, engineers, inspectors, or superintendents, acting within the scope of the particular duties �ntrusted to them. C1-1.20 CONTRACTOR: The person, persons, partnership, company, firm, association, or corporation, entering into a contract with the Owner for the execution of the work, acting directly or through a duly authorized representative. A sub-contractor is a person, firm, corporation, or others under contract with the principal contractor, supplying labor and materials or only labor, for work at the site of the project. C1-1.21 SURETIES: The GorporatP bodies which are bound by such bonds are required with and for the Contractor. The sureties engaged are to be fully responsible for the entire and satisfactory fulfillment of the Contract and for any and all requirements as set forth in the Contract Documents and approved changes therzin. C1-1.22 THE WORK OR PROJECT: The completed work contemplated in and covered by the Contract Documents, including but not limit�d to the furnishing of all labor, materials, tools, equipment, and incidentals necessary to produce a completed and serviceable project. C1-1.23 WORKING DAY: A working day is defined as a calendar day, not including Saturdays, Sundays, and legal holidays, in which the weather or other conditions not under the control of the Contractor permit the performance of the principal unit of work for a pzriod of not less than seven (7) hours between 7:00 a.r�, and 6:00 p.rr.. , with exceptions as permitted in paragraph C7-7,6. C1-1.24 CALENDAR DAYS: A calendar day is any day of the wee�C or month, no days being exceoted. C1-1.25 LEGF:L EOLIDF:YS: L�gal holidays sn�11 5� o�s�rc2d as prescri.,_.. �.� th� City Council oi the City oi Fo� ��or�h for ooser��a^c` b•:� Ci �v e:�.�love�s as follows : 1 l. 2. 4. S. 6. 7. 8. 9. New Year's Day January 1 M. L. King, Jr. Birthday Third Monday in January Memorial Day Last Monda-y-�in May Independence Day July 4 Labor Day First Monday in Se�tem�er Thanksgiving Day Fourth Thursday in No��ember Thanksgiving Friday Fourth Friday in Nove:nber Christmas Day December 25 Such other days in lieu of holidays as the City Council may determine When one of the above named holidays or a special holiday is declared by the City Council, falls on Saturday, the holiday shall be observed on the preceding Friday or if it falis on Sunday, it shall be observed on the following ;�ionday, by those employees working on working day operations. Employees working calendar day operations will consider the calendar holiday as the holiday. C1-1.26 ABBREVIATIONS: Wherever the abbreviations defined herein ap�ear in Contract Documents, the intent and meaning shall be as follows: AASHTO - Araerican Association of MGD - Million Gallons Per State Highway Transportation Day Officials ASCE - American Society of Civil CFS - Cubic Foot per Enginzers Second LAW - In Accordance With ASTNi - Am�rican Society of Min. - Minimum Testing Materials Mono.- Monolithic AWwA - Fu-�erican kat�r Works � - Percentum Association R - Radius ASA - American Standards Association I.D, - Inside Diameter HI - Hydraulic Institute 0.D. - Outside Diameter Asp�. - As�halt Elev.- Elevation Ave. - Avenue F - Fahrenheit Blvd. - Boulevard C - Centigrade CI - Cast Iron In. - Inch CL - Center Line Ft. - Foot GI - Galvanized Iron St, - Street Lin. - Linear or Lineal CY - Cubic Yard lb. - Pound Yd, - Yard Mci - rianhole SY - Scruar•e Yard Max. - Maximum L.F. - Line3r Foot D.I. - Duc�.ile Iron C1-1 (5) � � � � � �r � � � 1 ;• 1 � � �- r- m r, C1-1.27 CHANGE ORDER: A"Change Order" is a written supplemental agreement between the Owner and the Contractor covering some added ar deducted item or feature w:�ich may be found necessary and which was not specifically included in the scope of the project on which bids were submitted, Increase in unit quantities stated in the proposal are not the subject matter of a Change Order unless the increase or decrease is more than 25$ of the amount of the particular item or items in the original proposal. All "Change Orders" sha11 be prepared by the City from information as necessary furnished by the Contractor. C1-1.28 PAVED STREETS AND ALLEYS: A paved street or alley shall be defined as a street or alley having one of the following types of wearing surfaces applied over the natural unimproved surface: l. Any type of asphaltic concrete with or without separate base material. 2. Any type of asphalt surface treatment, not including an oiled surface, with or without separate bas2 material. 3. Brick, with or without separate base material. 4. Concrete, with or without separate base material. 5. Any combination o� the above. C1-1.29 UNPAVED STREETS OR ALLEYS: An unpaved stre�t, a11ey, roadway or other surface is any area except those defined above for "Paved Streets and Alleys." C1-1.30 CITY STREETS: A city street is defined as that area between the right-of-way lines as the street is dedicated. C1-1.31 ROADWAY: parallel lines two (4') feet back of exists. The roaaway is defined as the area between (2') feet back of the curb lines or four the average edge oF pave:nent where no curb C1-1.32 GRAVEL STREET: A gravel street is any unpaved street to which has been added one or more applications o� gravel or similar material other than the natural material found on the street surface before any i:�orovement was made. C1-1 (6) SECTION C - GEt�ERRL COI3DITIONS � C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL -_ - r'� SECTION C2-2 INTERPRETATION AND PREPARATION OF PROrOSAL � C2-2.1 PROPOSAL FORM: The Owner wi11 furnish bidders with " proposal form, which will contain an itemized list of the w items of work to be done or materials to be furnished and upon which bid prices are requeste3. Tne Proposal forr^ wilZ state �� the Bidder's general understanding of the project to be �� completed, provide a space for furnishing the anount of bid security, and state the basis for entering into a formal � contract. The Owner will furnish forms for the Bidder's "Experience Record," "Equipment Schedule," and "Financial `' Statement," all of which must be properly executed and filed with the Director of the City Water Department one week prior � to the hour for openinq of bids. � The financial statement required shall have been prspared by p an indeoendent certified public accouritant or an independent � public accountant holding a valid permit issued by an appropriate state licensing agency, and shall have been so t prepared as to reflect the current financial status. This � statement must be current and not more than one (1> year old, In the case that a bidding date falls within the time a new statement is being prepared, the previous statement shall be ° updated by proper verification. Liquid assets in the amount i� of ten (10$) percent of the estimated project cost will be required. � For an experience record to bG considered to b� acceptable for a giver. project, it must reflect the experience of the firm seeking qualification in work of both the saT�e nature and magnitude as that of the project for which bids are to be received, and such experience must have been on projects completed not more than five (S) years prior to the date on which are to be received. The Director o� the hater departm�nt shall be sole judge as to the acceptability of expe-rience for qualification to bid on any For� Worth Water Department oroject, The prospective bidder shall schedule the equipment he has available for the project and state that he will rent such additioral equipment as nzy be required to complete the project on which he submits a bid. C2-2.2 INTEP.PP,ETFTI0N OF QUANTITIES: The quar,�ities of work c:1G �::?��i131S t0 �J� Ll1L"i?15C1�.^�. a5 I?ld�' b? 11S�2Q lI': �t1� proposal �2-2�1) , , 1 � forms or other parts of the Contract Documents will be _ considered as approximate only and will be used for the purpose of comparing bids on a uniform basis. Paym�nt will be made to the Contractor for only the 3ctual quantities of work performed or materials furnished in strict accordance with the y Contract Documents and Plans. The quantities of wcrk to be . performed and materials to be furnished may be increased or decreased as hereinafter provided, without in any way � invalidating the unit prices bid or any other requirements of the Contract Documents. , C2-2.3 EXA�IINATION OF CONTRACT DOCUMENTS AND SITE OF PROJECT: Bidders are advised that the Contract Documents on file with the Owner shall constitute all of the information wzich the Owner will furnish. All additional information and data which � the owner will suoply after promulgation of the formal contract documents shall be issued in the form of written addenda and shall become part oE the Contract Documznts just � as though such addenda were actually written into the original Contract Documents. Bidders are required, prior to the filing of proposal, to read and become familiar with the Contract Documents, to visit the site of the project and examine carefully all local conditions, to inform themselves by their own independent research and investigations, tests, boring, and by such other means as may be necessary to gain a complete knowledge of th2 conditions which will be encountered during the construction of the project. They must judge for themselves the difficulties of the work and all attending circumstances affecting the cost of doing the work or the time requi�ed for its completion, anc obtain all information re�uired to make an intelligent proposal. No information given by the Owner or any representative of the Owner other than that contained in the Con�ract Documents and officially promulgated addenda �hereto, shall be binding upon the Owner. Bidders sha11 rely exclusively and solely upon their own estimates, investigation, research, tests, explorations, and other aata which are necessary for full and com�letP inforr�etion upon which the proposal is to be bas�d. It is mutually ayre�d that the submission of a pr000sal is prima-facie evidence tnat the bidder has made the investigations, exaninations and tests herein reauired. Claims for additional compensation due to variations between conditions actually encountered in construction and as indicated in the Contract DocLnents will not be allowed. The logs oF Soil Borinas, if any, sho�inc on tne plazs ar� for ce^eral inforrr.ation e:�1y an� r:av no� be correct, h�i`.`��r the C2-2(2) � ll Owner nor the Engineer guarantee tha� the data shown is � representative of conditions which actually exist. C2-2.4 SUBMITTING OF PROPOSAIf:�•� The Bidder shall submit his � Proposal on the form furnished by the Owner. All blank spaces .�, applicable to the project contained in the form shall be correctly filled in and the Bidder shall state the price�, �- written in ink in both words and numerals, for which he proposes to do the work contemplated or furnishz the materials `�` required. AlI such prices shall be written leyibly. In case � of discrepancy b�tween the price written in words and the price written in numerals, the price most advantageous to the r City sha11 govern. IL a proposal is submitted by an individual, his or her name � nust be signed by him (her) or his (her) duly authorized agent. If a proposal is submitted by a firm, association, or �. partnership, the name and address of each member must be given, and the proposal must be signed by a m�mber of the � firm, association, or partnership, or by a person duly authorized. If a proposal is submitted by a company or corooration, the compan.y or corporate name and business irr address ;nust be given, and the proposal signed by an official or duly authorized agent. The corporate seal must be affixed. � Power of Attorney authorizing agents or others to sign � proposal must be properly certified and must be in writing and submitted with the proposal. �„ C2-2.5 REJECTION OF PROPOSALS: Proposals may be rejected if they show any alteration of words or figures, additions not called for, conditional or uncalled for alternate bids, incomplet� bids, erasures, or irregularities of any kind, or contain unbalance value of any items. Proposal tendered or delivered after the official time designated for receipt of proposal shall b? returned to the Bidder unopened. r. � C2-2.6 BID SECURITY: No proposal will be considered unless it � is accom�anied by a"Proposal Security" of the cnaracter and ►� in the amount indicated in the "Notice to Bi�3ders" and the � "Pr000sal." The Bid Security is required by the Owner as evidence of good faith on the part of th? Bidd�r, and by way � of a guaranty that iF awarded the contract, the Bidder will ;i�i within the required time execute a formal contract and furnish the require3 performance and other bonds. The bid security of � the three lowest bidders wi11 be retainea until the contract � is awarde3 or oth�r disposition is made thereof. The bid security oL all other bidders may be returned promptly after ",f the canvass of bids. .r C2-2(3) ' w C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considered r unless it is delivered, accompanied by its proper Bid Security, to the City Manager or his representative in the official place of business as set forth in the "Notice to . Bidders." It is the Bidder's sole responsibility to deliver the pr000sal at the proper time to the proper place. The mere fact that a proposal was dispatched wi11 not b� considered. � The Bidd�r must have the proposal actually delivered. Each proposal shall be in a seale3 envelope plainly marked with the � word "PROPOSAL," and the name or description of the project as designated in the "Notice to Bidders." Tne envelope shall be '' addressed to the City Manager, City Hall, Fort Worth, Texas. C2-2.8 WIT�DRAGrING PROPOSALS: Proposals actually filed with the City Manager cannot be withdrawn prior to the time set for oQening proposals. A reauest for non-consideration of a pr000sal must be made in writing, addressed to the City Manager, and filed with him prior to the time set for the opening of proposals. After all proposals not requested for non-consideration are opened and publicly read aloud, the proposals for which non-consideration requests have been properly filed ma , at the option of the Owner, be returned unopened. � C2-2.9 TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by telegraphic communication at any time � prior to the time set Eor opening proposals, provided such telegraphic communication is received by the City Manager ' prior t� the said proposal opening time, and provid2d further, . that the City Manager is satisfied that a written and duly authenticated confirmation of such telegraphic co:«munication • over the signature of the bidder was mailed prior to the proposal opening time, If such conFirmation i� r.ot received ' within forty-eiQht (48) hours after the proposal op_n�ng time, � no further consideration will b� given to the propos?l. - C2-2.10 PliBLIC OPENING OF PROPOSP.L: Pro�osals wnicn have been properly �11e� and for which no "Non-consideratio:� Request" " has bee� received will be publicly opened and read aloud by . the City N:anager or his authorize3 representative a� the time and place indicated in the "Notice to Bidders." F.11 proposals � which have b�ez o�ened and read will remain on file with the Owner until the contract has been awarded. Bidders or their authorized re�resentatives are ir,vited to be preser.t for the „ opening of bids. � C2-2,11 ?RR�G��r� PROPOSr:LS: Pro�osals shall be coasidered as �O?'_C:G "1��C="l3r" 1� �.�R�_ Sr:O'�: dR,' O['".�SSlO�iS� c1t.c�'��10?lS Of � �Oi-'.� ZGC_ _ iOri� � Or COfiQ'_ � LOr15 fiC� C? � 1?Q f0� � L:.^.?'1�i�0i 1Z�rJ ,._ d� �2r::�.�,. �?CS� C: Lr�c��U! ?� 1�1e5 0= d.^.,! 1C1I1Q. GO'+:'�VEr, the � C2-2(�) r � 1 Owner reserves the right to waive any and all irregulariti?s � and to make the award of the contract to the best interest of the City. Tendering a proposal after the closing hour is an � irregularity which cannot be waived. C2-2.12 DISQUALIFICATION OF BIDDERS: Bidders may be disqualified and their proposals not considered fcr any cf, but not limitz3 to, the following reason: a. Reasons for b=lieving that collusion exists among � bidders. b. Reasonable grounds ior believing that any bidder is int�rested in more than one proposal For work r contemplated. c. The bidder being interest2d in any litigation � against the Owner or where th2 Owner may have a claim against or be engaged ia litigation against r` tne bidder, r, d. The bidder being in arrears on any existing contract or having de�aulted on a previous contract. �,. e. The bidder having performed a prior contract in an unsatisfactory manner. "' f. Lack of competency as revealed by the financial statement, experience record, equipment schedule, ~� and such inquiries as the Owner may see fit to make. � g. Uncompleted work which, in the judgment of the Owner, will prevent or hinder the orompt completion "�' of additional work if awarded. � h. The bidder not filing with the Owner, one week in advance of the hour of the opening of proposals the ,., following: � 1. Financial Statem?nt showing the financial conditior. of the bidder as speciLied in Part �" "A" - Special Instructions, ar 2. A current experience record showing especially the projects of a nature similar to the one �" under consideration, which have been � successfully completed by the Biddar. 3. An ecruipment schedule showing tne e�uipment , the bidder has available for use on the ` project. The Bid Proposal of a bidder who, in the judgm�nt of the Engineer, is disqualiried under the requirenents stated herein, shall be set asids and not oqened. 1 C2-2(�) � � ' ., PART C - GENERAL CONDITIONS C3-3 AWARD AND EXECUTION OF DOCUMENTS r � SECTION C3-3 AWARD AND EXECUTZON OF DOCUMENTS: i,. - � C3-3.1 CONSIDERATION OF PROPOSALS: After proposals have been opened and read aloud, the proposals will be tabulated on the •� basis of the quoted prices, the quantities shown in the proposal, and the application of such formulas or other ' methods of bringing items to a common basis as may be established in the Contract Documents. The total obtained by taking the sum o� the products of unit prices quoted and the estimated quantities plus any lump sum ` items and such other quoted amounts as may enter into the cost of the completed project will be considered as the amount of � the bid. Until the award of the contract is rr.ade by the Owner, the r right will be reserved to reject any or all pr000sals and waive technicalities, to re-advertise for new proposals, or to proceed with the work in any manner as maybe considered for the best interest of the Owner. '"' C3-3.2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCE: �ontractor agrees to provide to Owner, � upon request, complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and or a a Woman-owned 8usiness Enterprise (WBE) on the f^ contract and the payment therefor. Contractor further agrees, � upon request by Owner, to allow and audit and/or an �� - examination oF any books, records, or files in the possession �.- of Contractor that wi11 substantiate the actual work performed by the MBE or WBE. Any material misrepresentation of any `�' nature will be grounds for termination of the contracL and for initiating any action und�r appropriate federal, state or � local laws and ordinances relating to false statem?nts; further, any such misrepresentation may be grounds for disqualification of Contractor at Owner's discretion for bidding on future Contracts with the Owner for a period of .� time of not less than six (6) months. � C3-3.3 EQUAL EMPLOYMENT PROVISIONS: The Contractor shall co�ply with Current City Ordinance prohibiting discrimination in employment oractices. ' � C3-3 (1) , � The Contractor sha11 post the required notice to that effect � on the project site, and, at his request, will be provided . assistance by the City of Fort Worth's Equa1 Employment Officzr who will refer any qualified applicant he may have on � file in his office to the Contractor. Appropriate notices may _ be acquired from the Equal Employment Oificer. . C3-3.4 WITHDRAWAL OF PROPOSALS: After a proposal has been read by the Owner it cannot be withdrawn by the Bidder within " forty-five (45) days after the date on which the pr000sals were opened. C3-3.5 P.WARD OF CONTRACT: The Owner reserves the right to withholdfinal action on the proposals for a reasonable time, not to exceed forty-five (45) days after the date of opening proQosals, and in no event wi11 an award be made until after investigations have been made as to the responsibility of the proposed awardee.. The award of the contract, if an award is made, will be to the lowest and best responsible bidder. The award of the contract shall not b�come effective until the Owner has notified the Contractor in writing of sLch award. C3-3.6 RETURN OF PROPOSP.L SECURITIES: P.s soon �s proposed price totals have been determined for comparison of bids, the Owner may, at its discretion, return the proposal security which accompanied the proposals which, in its judgment, would not be considered for the award. All other proposal securities, usually those of the three lo��est bidders, will be retained by the Owner until the required contract has been executed and bond furnis;�ed or the Owner has otherwise di�posed of the bias, after which they will be returned by the City Secretary. C3-3.7 BONDS: With the execution a�d delivery of the Contract Documents, the Contractar shall furnish to, and file with the Ow;�er ir. the a�:�unts nerein reauired, tne followir.c bonds: a. PERFORMP.NCE BO�:D: A good and sufficient performance bond in an amount no� less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the �u11 and faithful execution of the wor:{ anc p�rformance or the contract, �r.d for the protectior. oi tnE Owr.e� and all otner persons _-i��`_ c�:�- b�- rea=on o� ..ealic nce o.. �he Cc�.��ac�or, cr` ir�,��ro�er �x?cu�icn or �he work or thc use c� in��rior ,:�a�e=iais. This o_r�orr�ance C3-3 (2) � C bond shall guarantee the payment for all labor, � materials, equipment, supplies, and services used in the construction of the work, and shall remain � in full force and eEfect until provisions as above i stipulated are accomplished and final payment is °`" made on the project by the City. _ b. MAINTENANCE BOND: A good and sufficient � maintenance bond, in the amount of not less than 100 percent of the ar�ount of the contract, as �� evidenced by tne proposal tabulation or oth?rwise, ,� guaranteeing the pronpt, full anci faithful perforr��ance or the genzral guaranty which is set �- forth in paragraph C8-8.10. � c. PAYMENT BOND: A good and sufficient pay,�nent bond, in an amoun�. not less than 100 percent of the '!'� amount of the contract, as evidenced by the �„ proposal tabulation or otherwise, guaranteeing the prompt, full and faithful payment of all claimants �- as defined in Article 5160, Revised Civil Statutes of Texas, 1925, as amended by House Bill 344 Acts `� 56th Legislature, Regular Session, 1959, effective April 27, 1959, and/or the latest version thereof, � supplying labor and materials in the prosecution of � the work provided for in the contract being constructed under these specifications. Payment �"" Bond shall remain in force until a11 payments as �„ above stipulate3 are made. d. OTHER BONDS: Such other bonds as may be required C by these Contract Documents shall be furnished by �" the Contractor. � No sureties will be acceptPd by the Owner whicn ar2 at the � time in default or delinqu?nt on any bonds or which are interested in any litigation against the owner. All bonds �R shall b� made on the forms furnished by the Owner and shall be ,� executed by an approved surety company doing business in the City of Fort Worth, Texas, and which is acceptable to the � owner. In order to be acceptable, the nam� oi the surety � shall be included on the current U.S. Treasury list of acceptable sureties, and the a�nount of bond written by any one � acceptable co�npany sha11 not exceed the amount shown on the � Treasury list for that company. Each bond sha11 be properly � executed by both the Contractor and Surety Company. . Should any surety on the contract ba d=termined unsatisfactory �„ at any tir�-�� b�� tn� Owner, notice will b� given the Contractor to tha� e�Lect and th� Contracto� s�all in<<<��ia�ely provide a �� C3-3 (3) , �' lJ � new surety satisfactory to the Owner. No payment will be made � under the contract until the new surety or sureties, as required, have qualified and have been accepted by the Owner. The contract shall not be operative nor will any payr�ents be due or paid until approval of the bonds by the Owner. C3-3.8 EXECUTION OF CONTRACT: Within ten (10) days after the Owner has by approoriate resolution, or otherwise, awarded the contract, the Contractor shall execute and file with the Owner the Contract and such bonds as may be required in the Contract Docum�nts. No contract shall be binding upon the owner until it has been attested by the City Secretary, approved as to form and legality by the City Attorney, and executed for the Owner by either the Mayor or City Manager. C3-3.9 FAILURE TO EXECUTE CONTRRCT: The failure of the Awardee to execute the required bond or bonds or to sign the required contract within ten (10) days after the contract is awarded sha11 be considered.by the Owner as an abandonment of :�is proposal, and the Owner may annul the Award. By reason o° the uncertainty of the market prices of material and labor, and it bei�g impracticable and difficult to accurately determine the amount of damages occuring to the Owner by reason of said awardee's failure to execute said bonds and contract within ten (10) days, the proposal security accomoanying the proposal sha11 be the agreed amount of da�ages which Owner will suffer by reason of such failure on the part of the Awar3ee and shall thereupon immediately be forfeited to the Owner. The filing of a pr000sal will be considered as an acceptance of this provision by the Bidder. C3-3.10 BEGINNING wORK: The Contractor shall no� commence work until authorized in writing to do so by the Owner. Should the Contractor fail to co:nmence work at the site of the tiroject within tne time stipulated in the written authorization usually term�ed the "t4ork Order" or "Proceed Order", it is agreed that the Surety Company will, within ten (10) days after the commence;nent date set forth in such written authorization, co:nmence the physical execution of the contract. C3-3.?1 INSURAtiCE: Tne Contractcr shall not ce:<<enc? work ' under this contract until he has obtained all the insurance r�Ql'_'_i�Q lli1Q2r the COCI��dC� L7OCt1C'il?flt5� �RC1 Sll.^_Cl 1'?S'1rc'.RC? r1dS � b��:� a�orc�ed bv th� Owner. Th� prime Contracto� shall be - �?Sv�C?S1�D� _. �O�rG�l1�'?�1;1C �O t.�'l� OW:1�= �`.�'1� S'.1C-t_.O.^,�.rZC�`.Or5� C3-3 (4) � certificate of insurance for approval. The prime contractor shall indicate on the certificate of insurance included in th? documents for execution whether or not his insurance covers sub-contractors. It is the intention of the Owner that the insurance coverage required herein shall include the coverage of all sub-contractors. a. COMPENSATION INSURANCE: The Contractor shall maintain, during the life of this contract, workers' Compensation Insurance on all of his employees to be engaged in work on the project under this contract, and for all sub-contractors. In case any class of ennloyees engaged in hazardous work on the project under this contract is not protected under the Workers' Compensation Statute, the Contractor shall provide adequate employer's generat liability insurance for the protection of such of his employees not so protected. b. COMPREHENSIVE GENERAL LIABILITY INSURANCE: The Contractor sha11 procure and shall maintain during the life of. this con�ract Contractor's Comprehensive General Liability Insurance (Public Liability and Property Damage Insurance) in an amount not less than $500,00� covering each occurrence on account of bodily injury, including death, and in an amount not less than $500,000 covering each occurrence on account of property damage with $2,000,000 umbrella policy coverage. c. ADDITIONAL LIABILITY: The Contractor shall furnish insurance as separate policies or by additional endorsement to one of the above-�entioned policies, and in the amount as set rorth for public liability and pro�erty damage, the following insurance: l. 2. 3. c, Contingent Liability (covers General Contractor's Liability f�r acts of sub-contractors). Blasting, prior to any blasting being done. Collaose of buildings or structures adjacent to excavation (if excavations are to be performed ad�acent to same). Danage to underground utilities for $500,000. C3-3 (�) 1 � 5. Builder's risk (where above-ground structures are involved). 6. Contractual Liability (covers all indemnification requirements of Contract). d. AUTOMOBILE INSURANCE - BODILY INJURY AND PROPERTY DAMAGE: The Contractor shall procure and maintain, during the life of this Contract, Conprehensive Autonobile Liability insurance in an amount not le.ss than 5250,000 for injuries including accidental death to any one person and subject to the same limit for each person an amount not less than 5500,000 on account of one accident, and automobile property damage insurance in an amount not less than $100,000. e. SCOPE OF INSURANCE AND SPECIAL HAZARD: The insurance required under the above paragraphs shall provide adeauate protection for the Contractor and his su�-contractors, respectively, against damage claims which may arise from operations under this contract, whether such operations b2 by the insured or by anyone directly or indirectly employed by him, an3 also against any of the following special hazards which may be encountered in the performance of the Contract. f. PROOF Or CAF.RIAGE OF IIvSURANCE: The Contractor shall furnish the Owner with satisfactory proof of coverage by insurance required in these Contract Documents in amounts and by carriers satisfactory to the Owner. (Sample attached.) A11 insurance requirements made upon the Contractor shall apply to the sub-contractor, shoula the Prime Contractor's insurance not cover the sub-contractor's work operations. c. LOCP.L AGENT FOR INSURANCE AND BONDING: Tne insurance and bonding companies with whom the Contractor's insurance and performance, payment, naintenanc: and all such other bonds a=� written sha11 be r�gresented b� an agent or a�e�:ts haviny ar. ctf � ce locat�d within tn? cit�• 1 iri �s of the C3-3 (6) � � City of Fort Worth, Tarrant County, Texas. Each � such agent shall be a duly aualified, one up on whom service of process may be had, and must have authority and power to act on behalf of the � insurance and/or bonding company to negotiate and � settle with the City of Fort Worth, or any other claimant, any claims that the City of cort Worth or � other claimant or any property owner who has been damaged, may have against the Contractor, insurance, and/or bonding company. Ir the local � insurance representative is not so em�ow�red by the � insurance or bonding companies, then such authority must be vested in a local agent or claims officer residing in the Metroplex, the Fort Warth-Da11as P area. The name of the agent or agents shall be set I�. forth on all of such bonds and certificates of insurance. �-� .. C3-3.12 CONTRACTOR'S OBLIGATIONS: Under tiie Contract, the Contractor shall pay for all materials, labor and services ,,., when due. � C3-3.13 WEEKLY PAYROLL: A certified copy of each payroll covering payment of wages to all p�rson engaged in work on th� ,'"" project at the site of the project shall be furnished to the � Owner's representative within seven (7) days after the close of each payroll period. A copy or copies of the applicable � minimum wage rates as set forth in the Contract Documents ' shall be kept posted in a conspicuous place at th� site of the .� project at a11 times during the course of the Contract. Copies oi the wage rates will be furnished the Contractor, by � the Own=r; however, posting and orotection of the wage rates shall be the responsibility of the Contractor. C3-3.14 CONTRACTOR'S CONTRACT AD?�1INISTRATION: Any Contractor, {�, whether a person, p�rsons, partnershin, co�r�pany, firm, association, corporation or other who is approved to do �+ business with and enters into a contract with the City for L construction of wat�r and/or sanitary sewer faci1ities, will have or shall establish a fully ooera�ionai business office � within the Fort �orth-Dallas metropolitar. area. The Contractor shall charg:, aelegate, or assign this office (or he may delegate his Project Superintendent) with full authority to transact all business actions reauired in the � oerforrr�ance of the Contract. This local authority shall be cnade responsible to act ror the Contractor in all matters pertaininc� to the wor;� gov�rned by the Contract whether it b� � administrative or otherwise and as such shall b� empowered, tC1llS delegate3 cL1Q C11r�Ct�� O S��le 311 mat��?cl, labor Or other ex��n3itll?'e5, all clair-;s against th� wo�-k o�- any other � C3-3 (7) � t �� matter associated sucn as maintainin� adequate and appropriate r insurance or security coverage for the project. Such local � authority for administration of the work under the Contract � shall be maintained until all business transactions executed as part of the Contract are complete. Should the Contractor's principal bas� of operati.ons be other than in the Fort Worth-Dallas metropolitan area, notificatio� . of the Contractor's assignment of local authority shall be made in writing to the Engineer in advance of any work on the project, all aopropriately signed and sealed, as applicable, by the Contractor's responsible officers with the � understanding that this written assignmen� of authority to a local representative shaZl become part of the project Contract as though bound directly into the project documents. The intent of these requirements is that a11 matters associated with the Contractor's administration, whether it be oriented in furthering the work, or other, be governed direct by local , authority. This same requirement is imposed on insurance and surety coverage. Should the Contractor's local reoresentative Fail to perform to the satisfaction of Engi�eer, the Engineer, at his sole discretion, may demand that such local � representative be replaced and the Engineer may, at his sole discretion, stop all work until a new local authority satisfactory to the Engineer is assigned. No credit of working time will be for periods in which work stoppages are in effect for this r2ason. C3-3.15 VENUE: Vanue of any action hereinunder shall be exclusively in Tarrant County, Texas. C3-3 (8) � PART C - GENERA� CONDI'I'IONS � C4-4 SCOPE OF Fti�RK � r. SECTION C4-4 SCOPE OF WORK � C4-4.1 INTENT Or CONTRACT DOCUMENTS: It is the definite intention of these Contract Documents to provide for a cor,plete, useful project which the Contractor undertakes to construct or furnish, all in full compliance with the recruirements and�intent of the Contract Docun�nts. It is def�initely understood that the Contractor shall do a1Z work as provided for in the Contract Documents, shall do all extra or soecial work as may b� considered by the Owner as necessary to complete the project in a satisfactory and acceptable manner. The Contractor shall, unless otherwise specifically stated in these Contract Docum�nts, furnish all labor, tools, materials, machinery, equipment, special services, and incidentals necessary to the prosecution and completion of the project. C4-4.2 SPECIAL PRGVISIONS: Should any work or conditions which are not thoroughly and satisfactorily stipulated or covered by General or Special Conditions of these Contract Documents be anticipated, or should there be any additional proposed work which is not covered by these Contract Documents, then "Special Provisions" cov�ring a11 such work will be prepared by the Owner previous to the time of receiving bids or proposals for such wor;c and furnished to the Bidder in the form of Addenda. All such "Special Provisions" sha11 be considered to be a part of the Contract Documents just as though they were originally written therein. C4-�.3 INCREASED OR DECREASED QUANTITIES: Th� O:��er reserves the right to alter the quantities of the work to b� performed or to extend or shorten the improvements at any time when and as found to be necessary, and the Contractor shall p�rform the work as altered, increas�d or decreased at the unit prices. Such increased or decreased quantity shall not be core than 25 percent of the contemplated quantity of such i�en or items. when such changes increase or decrease the origin=l quantity of any item or iters of work to be done or materials to be furnished by the 25 percent or more, then either party to the contract sha11 upon written reauest to the oth�r party be entitled to a revised consideration upon that portion of the work above or below the 25 percent of the original quantity stated in the proposal; such revised consideration to be determined by special agreem�nt or as hereinafter �rovided for "Extra Work." No allowance will be made for an`• changes in a��icipated profits r.or s:�all such changes b� c��sid�red as �� ` i � r � ' � � � , , 1 � waiving or invalidating any conditions or provisions of the Contract Documents. Variations in quantities of sanitary sewer pipes in depth categories, shall be interpr�ted herein as applying to the overall quantiti?s or sanitary sewer pipe in each pipe size, but not to the various depth categories. C4-4.4 ALTERATION OF CONTRACT DOCUM�NTS: By Change Order, the Owner reserves the right to make such changes in the Contract Documents and in the character or Quantities of the work as may be necessary or desirable to insure completion in the most satisfactory manner, provided such changes do not materially alter th2 original Contract Documents or change the general nature of the project as a whole. Such changes shall not be considere3 as waiving or invalidating any condition or orovision of the Contract Documents. C4-4.5 EXTRA WORK: Additional wor;c made necessary by changes and �lterations of the Contrac� Documents or of quantities or for other reasons f�r which no pr�ces ar� provided in the Contract Documents, shall be d�fined as "Extra work" and shall be performed by the Contractor in accordance with these Contract Documents or apnroved additions thereto; provided, however, that be�ore any extra work is begun a"Cnange Order" shall be executed or written order issued by the Owner to do the work for payments or credi�s as shall be determined by one or more co�nbination of the following methods: a. Unit bid price previously approved. b. An agreed lump sun. c. The actual reasonable cost of (1) labor, (2) rental of equipment used on the ex�ra work for the time so usea at Associated General Contractors of America current equiQment rent�l rates; (3? materials - entering permanently into the project, and t4) actual cost of insurance, bonds, and social security as determined by the Owner, olus a fixed fee to be agreed u�on bu� not to exceed 10�s of the actual cost of such extra work. The fixed fee is � not to include any additional profit to the Contractor for rental of eauipment own�� by him and used for th� extra work. The fee shall be full and , co�rple�e compens�tion to cover the cost of su��rintendence, overhead, other pro=it, general -� and a11 otrer expens? no`_ ir.cluded _� (1), (2), ( 3), �r.c ( 4) abo�•�. The Contractor =ha11 keep ' accurata cos � recorcis on th� form and in the nethod C4-4 (2) 1 suggested by the Owner and shall give the Owner access to all accounts, bills, vouchers, and records relating to the Extra Work. No "Change Order" shall become effective until it has been approved and signed by each of the Contracting parties. No claim for Extra work oF any kind will be allow�d unless ord�red in writing by the Owner. In case any ord�rs or instructions, either oral or written, appear to the Contractor to involve Extra Work for which he should receive compensation, he shall make written request to the Engineer ior written orders authorizing such Extra Work, prior to beginning such w�rk. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the Engineer insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep an accurate account of the actual reasonable cost thereof as provided under method (Item C). �laims for extra work will not be pai3 unless the Contractor shall file his claim with the Ownzr within five (�) days before the time for making the first estimate after such work is done and unless the claim is supported by satisfactory vouchers and certified payrolls covering a11 labor and materials expended upon the said Extra Work. The Contractor shall furnish the Owner such installation records of all deviations from the original Contract Documents as may be necessary to enable the Owner to prepar� for p=rmanent record a corrected set of plans showing the actual installation. T7e comp�nsation agreed upon for 'extra work' whetner or not iniitiated by a'change order' shall be a full, conplete and final payment For all costs Contractor izcurs as a result or relating to the change or extra work, whether said costs are known, unknown, foreseen or unforeseen at that tim�, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any oth�r effect on changed or unchang�d work as a r�sult or the change or extra work. C4-4.6 SCHEDULE OF OPERATIONS: Before commencing any work under this contract, the Contractor shall submit to �he Owner an3 receive the Owner's approv�l thereof, a"Schedule of O�eratio:�s," showing by a straight line method the cate of comr�enci�g and finishing each of the major elem�nts of the contract. Tnere shall be also show� the estimated monthly cos � c� w•��.. =or c,•�icn estimat :s ar� to be ex��cted. T�er� C4-� (3) � r � � � �' I r � � � ir A � � Iw � L � ir � shall be presented also a composite graph showing the anticipated progress of construction with the time being plotted horizontally and the percentage oP completion plotted vertically. The progress charts shall be prepared on 8-1/2" x 11" sheets and at least five black or blue line prints shall be furnished to the Own�r. C4-4.7 PROGRESS SCHEDULES FOR WATER AND SEWER PLANT FACILITIES: Within ten (10) days prior to submission of first rnonthly progress �ayment, the Contractor shall � prepare and submit to the Owner for approval six co�ies of �- the schedule in which the Contractor pr000ses to carry on the work, the date of which he will start th� several major activities (including procurement of materials, plans, and equipment) and the contemplated dates for completing the same. The schedule shall be in the form of a time schedule 14 Critical Path Method (CPM) network diagram. As the work progresses, the Contractor shall enter on the dia�ram the � actual progress at the end of each partial payment period or at such intervals as directed by the Engineer. The Contractor shall also revise the schedule to reflect any �,, adjustments in contract time approved by the Engineer. Three copies of the updated schedule shall be delivered at such intervals as directed by the Owner. i� � � As a minimum, the construction schedul? shall incorporate all work elements and activities indicated in the proposal and in the technical specifications. Prior to the final drafting oF the detailed construction schedul?, the Contractor shall review the draft =chedule wi�h the E�gineer to ensure the Contractor's understanding or the contract requirements. The following guidelines sha11 be a3hered to in p�eparing the construction schedule: � a, ti!ilestone dates and final project co��:pletion � cates shall be developed to conform to tine constrai:�ts, seauencing r'quirener.ts and comgletion time. b. - Tne construction process shall be civided into activities with time durations oi approximately Lourteen (14) day5 and construction valu�s not to exceed $50,000. Fabrication, delivery and submittal activities ar� exceptions :.o this c`ideline. C�-� t4) c. Durations shall be in calendar days and normal holidays and w�ather conditions over the duratioz of the contract shall be accounted for within the duration of each activity. d. One critical path shall be shown on the construction schedule. e. Float time is defined as the amount of time between the earliest start 3ate and the latest start date of a chain of activities of the CPM construction scnedule. Float time is not for the exclusive use or benefit of either the Contractor or the Owner. f. Thirty days shall be used for submittal review unless otherwise specified. The construction schedule shall as a minimum be divided into general categories as indicated in the Proposal and Technical Specifications and each general category shall be broken down into activities in enougr detail to achieve activities of approximately fourteen (14) days duration. For each general category, the construction schedule shall identify all trades or subcontracts whose work is represented by activities that folZow the guidelines of this Section. For each of the trades or subcontracts, the construction schedule shall indicate the following procurements, construction a�d preacceptance activities and events in their logical sequence for equipment and materials. 1. � Preparation an3 transmittal or submittals. Submittal review periods. 3. Shop fa�rication and d�livery. 4, Er2ction or installation. 5. 6. 7. 8. Transmittal of manufacturer's operation and maintenance instructions. Installed eauipment and mat�rials testing. Own�r's op�rator instruction (if applicable). Final ins�ec`ion. C � ' 9. Operational testing. �' 10. Final inspection. !� If, in the opinion of the Owner, work accomplished falls � behind that scheduled, the Contractor shall take such action as necessary to improve his progress. In addition, � the Owner may require the Contractor to submit a revised �, schedule denonstrating his program and proposed plan to nake up lag in scheduled orogress and to insure com�letion r..- of the work within the contract time. If the Owner finds the proposed �1an not acceptable, he may require the ''� Contractor to increase the work force, the construction plant and equioment, the number of work shifts or the "� overtime operstions without additional cost to the 0wner. Failure of the Contractor to comply with these requirements � sha11 be considered grounds for determination by the Owner that the Contractor is failing to prosecute the work with ' such diligence as will insure its completion within the r time specifie3. 1 ' � L C4-4 (6) � PART C - GENERAL COhDITIONS � C�-5 CONT�OL 0: L�ORK AND MAT�RIALS SECTION C5-5 CONTROL OF WORK AND MATERIALS CS-5.1 AUTHORITY OF ENGIIvEER: The work shall be performed to the satisfaction of the Engineer and in strict co��pliance with the Contract Docum�nts. He shall decide al1 qu�stions which arise as to the quality and acceptability of materials furnished, work performed, rate of progress or the work, overall sequence of the construction, interpretation of the Contract Documents, acceptable fulfillment of the contract, compensation, mutual rights between Contractor and Owner under these Contract Documents, supervision of the work, resumption of operations, and a11 other questions or disputes which may arise. Engineer will not be responsible for Contractor's means, methods, techniques, sequences or procedures of construction, or the safety precaution and programs incident thereto, and he will not be responsible for Contractor's failure to perform the work in accordance with the contract documents. He shall determine the amount and quality of the work completed and materials furnished, and his decisions and estimates shall be final. His estimates in such event shall be a condition to th� right oF the Contractor to receive money due him under the Contract. The Owner shall have executive authority to enforce and make effective such necessary decisions and orders as the Contractor fails to carry out promptly. In the event of any dispute between the Engineer and Contractor over the decision of the Engineer on any such matters, the Engineer must, within a reasonable time, upon written request of the Contractor, render and deliver to both the Owner and Contractor, a written decision on the matter in controversy. C5-5.2 CONFORMITY WITH PLANS: Tne finished project in all cases sha11 conform with lines, grades, cross-sections, finish, and dimensions shown on the plans or any other requirements otherwise descri�ed in the Contract Documents. Any deviation from the approved Contract Docum=nts required by the Engineer during construction wi11 in a11 cases be determineC by the Engineer and authorized by the Owner by Change Orde=. � C5-5 (1) � � C5-5.3 COORDINATION OF CONTRACT DOCUMENTS: Tne Contract 4 Documents are made up of several sections, wnich, taken � together, are intended to describe and provide for a complete ' an� useful project, and any requirements appearing in one of the sections is as binding as though it occurred in all + s�ctions. In case of discrepancies, figured dimension shall � govern over scaled dimensions, plans shall govern over specifications, special conditions shall govern over general � conditions and standard specifications, and quantities shown on the plans shall govern over those shown in the proposal. The Contractor sha11 not take advantage oF any appar�nt error ,. or omission in the Contract Documents, and the Owner shall be permitted to make such corrections or interpretations as may be deemed necessary for the fulfillment of the intent of the Contract Documents. In the event the Contractor discovers an apoarent error or discrepancy, he shall imm�diately call this condition to the attention oF the Engin�er. In the event of a conflict in the drawings, specifications, or other portions of � the Contract Documents which were not reported prior to the , award of Contract, the Contractor shall be deemed to have quoted the most expensive �resolution oF the conflict, CS-5.4 COOPERATIOiv' OF CONTRACTOR: The Contractor will be furnished with tliree s�ts of the Contract Documents and shall have available on the site of the project at a11 times one set of such Contract Docunents. The Contract shall give to the wor�t the constant attenti�n nzcessary to facilitat� the orogress th:reof and shall cooperate with the Engin�er, his inspector, and other Contractors in every possiule way. T7G Contractor shall at all times have competent p�rsonnel available to tne project site for proper performa�:ce of the work. The Contractor snall provide and maintain z� z11 times at the site oF the project a comoetent, English-=_�naking superintendent and an assistant who arz fully authorized to act as the Contractor's agent on the worK. Such superintendent and his assistant sha11 be capabl� o� reaaing and understanding the Contract Documents and sha11 receive and fulfiil instructions from tne Owner, the Engin��:, or his authorized reuresentatives. Pursuant to this respozsibility oF the Gontractor, the Contractor shall designat� in writing to the projec� sup�rintendent, to act as the Cor.tractor's agent on the work. Such assistant projec� suge�intendent shall be a resident o� Tarrant County, Texas and sha11 be Sll�'J�eC� �O Cd�l� GS 15 t.h� Dr0]eC� Sup�rir.tendent, c� dRj1 time cF th� da�� o� nicht c� a.^.v dati• o` the w�� cr: w:�ich the ..:1G�? C1�3;� Qer�:[�l�R2S ��i3_ .,1=CL'.[T'.S�d^CcS _2.�111_? t�i? v��3S�r1Cc� O:1 the ��ei�ct si�e o= a rz�resenteti�-P of tn� Cor.t��ctor to CS-S (2) � adequat�ly provide for the safety or convenience of the traveling public or the own�rs of property across which the project extends or the safety of property contiguous to the project routing. The Contractor shall provide a11 facilities to enable the Engineer and his in�pector to examine and inspect the workmanship an3 materials entering into the work. C5-5.5 EMERGENCY AtvD/OR RECTIFICRTION WORK: tti;��n, in the opinion of the Owner or Engineer, a condition oi em�rgency exists related to any �art of the work, the Contractor, or the Contractor through nis designated renresentative, shall r�spond with dispatch to a v�rbal requ2st madP by t`:� Owner or Engine?r to alleviate the em=_rgency conditior,. Such a response shall occur day or night, whether the project is schedule3 on a calendar-3ay or on a working-day basis. Should the Contr3ctor fail to respond to a requast from the Engineer to rectify any discrepancies, omissions, or corrections necessary to conform with the requirements of the project specifications or plans, the Ei:gineer shall give the Contractor written notice that such work or chang�s are to be performed. The written notice shall direct atten�ion to th� discrepant condition and request the Contractor to take remedial action to cotrect the condition. In t:�� event the Contractor does not take positive steps to fu1fi11 this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City sha11 then deduc� an amount equal to the entire cos�s for such rem�3ia1 action, olus 25�s, from any funds due the Contractor on the project. CS-5.6 FIELD OFFICE: The Contractor shall provide, at no extra compensation, an adequate field officP for use of the Engineer, ii specifically called for. Th� field o�rice shall be not less than 10 by 14 feet i*� floor area, substantially constructed, well neated, air condi�ioned, lighted, and weathzr-proof, so that docum?nts wi11 not be damaged by the eleTen�s. C5-5.7 CONSTRUCTION STAKES: The City, tnrough its Engineer, wi11 furnish the Contractor_with all lines, grades, and measur�ments necessary to the proper prosecution and control of the work contracte3 for und�r these Contract Do�uments, and lines, grades and m�asureme:�ts wi11 be established by m�ans of stakes or other customary method of marking as r�.�ti• be found consistent with good D1"dCt1C?. C5-5 (3) . � 1 � , � These stakes or markings shall be set sufficiently in advance of construction operations to avoid delay. Such stakes or markings as may be established for the Contractor's use or guidance shall be preserved by the Contractor until he is authorized by the Engin�er to remove them. Whenever, in the opinion of the Engineer, any stakes or markings have been carelessly or wi11fu11y destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost of replacing such stakes or marks plus 25$ will be charged against the Contractor, and the full amount will be deducted from paym=_nt due the Contractor. CS-5.8 AUTHORITY AND DUTIES OF CITY INSPECTORS: City Insoectors will ba authorized to inspect all work done and to be done and all materials furnished. Such inspection may extend to al1 or any part of the work, and the pre�aration or nanufacturing of the mat�rials to be used or equipment to be installed. A City Inspector may be stationed on the work to report to the Engineer as to the progre�s of the work and the manner in which it is being performed, to report any evidence that the �aterials being furnished or the work being performed by the Contractor fails to fulfill th� requirements of the Contract Documents, and to call the attention of the Contractor to any such failure or other infringements. Such inspection or lack of inspection will not relieve the Contractor from any obligation to perform the work in accordance with the requirements of the Contract Documents. In case of any dispute arising b?tween the Contractor and the City Inspector as to the materials or equipment furnished or th� manner of performing the work, the City Inspector will nave a��h��rity to reject materials or equipment to suspend work until the question at issue can be reFerreu �o and be decided by the Engin�er. The City Inspector will not, however, be authorized to r?voke, a.lter, enlarge, or releas? any requirement of these Contract Documents, nor to zoprove or ac�ept any portion or section of the work, nor to issue any instructions contrary to the requirenents of the Contract Documents. He will in no case act as superintendent or tore,�,an or perform any oth�r duties for the Contractor, or interfere with the manage:nent or operation of the work. He will not accept from the Contractor any compensation in any form for performing any duties. The Contractor shall regard and op�y the directions and instructions of the City Inspector cr Encineer when the same are consistent with the o5ligations o� th� Cor.�ract �ocuments, orovided, however, should the Contractor o�ject to zny orders or instructions of the City Inspec�or, the Contractor may within six days mahe �ritten c:?ccL t0 �:lc L. Li:c�L" LO� I11S C�� 1S1O^ �- _ o:� th natter in ccn�ro��rs�•. C�-S (�) r � � � C5-5.9 INSPECTION: The Contractor shall furnish the Engineer wit;� ev�ry reasonable facility for ascertaining whether or not "� the work as performed is in accordance with the rzquirements of the Contract Documents. If the Engineer so requests, the � Contractor shall, at any time before acceotance of the work, � remove or uncover such portion of the finished work as may be dir�cted. After examination, the Contractor sha11 restore �1 said portions of the work to the standard required by the �„ Contract Docum�nts. � Should the work exposed or examined orove acceptable, the � uncovering or rem�ving an3 replacing of tha cov�ring or making good of the parts re:nov�d sha11 be paid for as extra work, but should be work so exposed or examined prove to be �'! unacceptable, the uncovering or removing and the replacing of .r a11 adjacent defective or damagec3 parts shall be at the Contractor's expense. No work sha11 be done or materials used .� without suitable supervision or inspection. � CS-5.10 REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORK: A11 work, � materials, or equipmen� which has been rejected sha?1 be remedied or removed and replaced in an acceptable manner by �+ the Contractor at his own expense. Work done beyond the lines and grades given or as shown on the plans, excePt as herein ' specifically provided, or any Extra Work done without written authority, will be considered as unauthorized and done at the expense of the Contractor and will not be paid for by the � Owner. Work so done may be ordered removed at the Contractor's expense. Upon th� failure on the part of the Contractor' to comply with any order of the Engineer made under the provisions of this paragraph, the Engineer will have the � authority to cause defective work to be remedied or removed � and replaced and unautlz�rized work to be removed, and the cost tnereof may b= de3ucted fr�m any money du2 or to becom� due to �' the Contractor. Failure to require the rernoval or any ,�,, defective or unauthorized work shall not constitute acceQtance of sucn works. ,.-� C5-S.11 SUBSTITUTE MATERIALS OR EQUIPMENT: If the � Specifications, law, ordinance, codes or regulations permit w Contractor to furnish or use a substitute that is e�ua1 �o any r�aterial or equipm�nt specified, and if Contractor wishes to � furnish or �se a proposed substitute, he shall, prior to the oreconstruction conferen�e, make written application to °�' ENGINEEP, for approval of such substitute certifying in writing �,. that the proposed substitute will perform adequately the functions called for by the general design, be similar and of � eqsal su�stanc� to that speciFied and be suited to the same use and capable o` performing the same functior. as that speci`ied; and identifying all variations of the proaosed � ��-5 (51 � ' substitute fror� that specified and indicating available maintenance service. No substitute sha11 be ordered or installed without the written a�proval of Engineer who will be the judge of the equality and may require Contractor to furnish such other data about the proposed substitute as he considers pertinent. No substitute sha11 be ordered or installed without such performance guarantee and bonds as Owner nay require which shall be furnished at Contractor's expense. Contractor shall indemnify ana hold h3rrrless Owner and Encineer and anyone directly o� indirectly emoloyed by either of them from and against the claims, damages, losses and expe:�ses (including attorneys fe�s) arising out oL the use of substituted mat�rials or equipment. � CS-5.12 SAhiPLES AND TESTS OR MATERIALS: Lvher�, in tne ooinion of the Engine?r, or as call�d for in the Contract �ocuments, tests of materials or equipment are necessary, such tests will be made at th� expe;�se of and oaid for direct to the testing agency by the Owner unless oth�rwise specifically provid�d. The failure of the Owner to make any tests of materials shall be in no way relieve the�Contractor of his res�onsibility of furnisning naterials and equipment fully conforrr,ing to the requirements of the Contract Documents. Tests and sampling of materials, unless otherwise soe�iFied, will be nadP in accordance with the latest methods prescrioed by tne American Soci�ty for Testing Mat�rials or specific requirements of the Own�r. The Contractor shall provide such facili�ies as the Engineer nay require for colle�ting and forwarding samoles and shall not, without specific written permission of the Engineer, us? the materials represented by the sa*�oles until tests hav� been mad2 and the materials approved for use. The Contractor wili furnisil adequate sGmoles without charce to the Owner. In case oE concrete, the aggregates, design mini�.u,�, and the ••� mixing �nd transporting eauipment sna11 b� appro�•ed by the Engineer before any concrete is place�, and the Con�actor shall b� responsible for replacing any concrete wh�ch does not , meet th� requirements of the Contract DecLments. Tests shall be rr,ade a` leas` 9 days prior to the placing oi concrete, � usizg samples from the sa:ne a�gregate, cement, and mortar which are to be us�d later in the concrete. Should the source of �upply change, new tests sha11 be m=3e prior to th? use oE the ne« materials. - C5-5.13 ST0P.AGE OF MATERIALS: P.11 �nat_ria1� w�?�:� us�d ir. the construc�ion operation sna11 oA stored �nsu.� �� or�servation of the au?lit�• cnu fi�n�ss c� �^Ii��CI Q1='cC`�,e� bV t�lc� Encin��L' t.tl�'_v S�ldll O� P1.2C�:: , �1atLor,:,s or cth�r har�, ciz�n d�.�rab1� s�rfaces a^:� C5-� (6) ar? to be so as to th� wo�k. C': WOOQe."1 not or. the � C ground, and shall be ola�ed undsr cover when dir�ctAd. Stored materials shall b= placed and located so as to facilitate prompt inspection. CS-5.14 EXISTING STRUCTURES AND UTILITIES: The location and dimensions shown on the Plans relative to existing utilities are based on the best information available. Omission from, or the inclusion of utility locations on the Plans is not to b2 considered as the nonexistence of, or a definite location of, existing underground utilities. The location or many gas rnains, water mains, conduits, sewer lines and s�rvice lines for all utilities, etc., is unknown to the Own�r, and the Owner assumes :�o resoonsibility for fail�ire to show any or all such structures and utilities on th� plans or to show them in their exact location. It is mutually agreed that such failure will not be considered sufficient basis for claims for additional compensation for Extra Work or for increasi�g thz pay quantities in any manner whatsoevar, unless an obstruction encount�red is such as to necessitate changes in the lines and grades of cozsiderable magnitude or requires the building of special works, �rovision for which ia not made in tha Contract Documents, in which cas��.the provision in these Contract Documezts for Extra Work sna11 apply. I� snall be the Contractors resoonsibility to verify locations of adjacent and/or conflicting utili�ies sufiiciently in advance of construction in order that he may n�gotiate such local adjustments as nec�ssary in the c onstru�tion orocess to provida adequat` clearances. The Contractor shall take all necessary precautions in order to protect a11 existing utilities, struc�ures and service lines. Verification of existing utilities, structures and servic� lines shall include notification of all utility companizs at least forty eight (48) hours in advance oi construction including exploratory excavation if �ecessary. All verification or existing utilities and their adjustment shall be considered as subsidiary work. C5-5.15 INTERRUPTION OF SERVICE: a. Normal Prosecution: In the normal prosectuion of work where th? int�rru�tion of service is nec�ssary, the Contractor, at least 24 hours in ad�ance, shall be r�quired to: _ 1 , l. Notify the Wat?r Department's Distribution �' Division as to location, tim?, and scnedule of service interruotion. � CS-5 (7) ' r 2. Notify each customer personally through responsible personnel as to time and schedule of the interruption of their service, or 3. In the event that personal notification of a customer cannot be made, a preoared tag form shall be attached to the customer's entrance door knob. The tag sha11 be durable in composition, and in large bold ty�e s�all say: "NOTICE" Due to iJtility Improvement in yo�lr neighborhood, your (water) (sewer) 5ervice will be inter- rupted on betwe�n the hours of and . This inconvenience will be as short as possible. Thank you, Contractor Address ' Phone b. Emerqency: In the event that an unforese�n service interruotion occurs, notice shall be as above,but immedi�.te. CS-5.16 MUTUAL RESPONSIBILITY OF CONTRACTORS: I=, through acts or neglect o7 the part oF the Contractor, �ny other Contractor or anv sub-contractor sha11 suffer loss or dama�e on th= work, the Contractor agr�es to settle with such other Contractor or sub-contractor by agreement or arbitration. If such otner Contractor or sub-contractor snall assert any claim agair.st the Own�r on account of any damagz alleged to have been sustained, the Own�r will r.otify the Contractor, who sha11 indemnify and save harmless the Owner against any suc'r� claim. CS-5.17 CLEAti-UP: C1ean-up of surplus an3/or waste materials accu:nulated on the jo� site during the prosecution o= thG work under these Contract Documents shall be acconplisned in �ce�pin5 with a daily routine established to the the satisLaction o` `.he EnQineer. Twent`�-f�urs Lours after W�ltt.?Cl C:O�1C� 1� ^=�;E:'. ��r �^� L'Oi1��ZCtOr ��;?`.. t.f:� C''_:�c^-11C� OCl t:^.� job si� = is ?roce�din� � n � c�anne� �:-:satisizc_or1 to the �n�ir.e�r, i� th� Cer.tractor LGils to cor:ec` the C�-S (8) unsatisfactory procedure, th� City nay �ake such direct action as the Engineer d�ems appropriate to correct the clean-up deficiencies citzd to the Contractor in the written notice, an3 the costs of such direct action, plus 25� of such costs, shall be deducted from monies due or to become due to the Contractor. Upon the completion of the projec� as a whole as covere3 by these Contract Documents, and before final acceptance and final paym�nt will be r�a3z, the Contractor shall clean an3 remove from the site of the oroject all surplus and discarded materials, tempor3ry structures, and debris of every kind, h� sha11 leave the site of all work in a neat and orderly condition equal to that which origiiz311y existed. Surplus and waste mat�rials removed from th? sit? �f the work shall be disposed of at locations satisfactory to the Engineer. The Contract�r s�,atl thoroughly clean all equipment and materials installed by hiin and sha11 d�liv�r over such materials and equipment in a bright, clean, polished and n`w appearing condition. No extra compensation wi11 be made to the Contractor for any clean-up required �n the project. CS-5.18 r^INAL INSPECTION: Whenevsr the work provided for in an3 contemolated under the Con�ract Documents has been s3tisfactorily completed and final cleanup performed, the Engineer will notify tne proper officials of the Owner and request that the Final inspection be made. Such inspection will be made within 10 days �.fter such notification. After such final inspection, if the wor�c and mat�.rials and equipment are found satisfactory, the Contractor will be notified in writing of the acceptance of the same after the proper resol��tion has been passed by the City Council. No tim� charge wi11 be ma3e against the Contractor between said dat2 of notification of th� Engineer an� the date or f in�.l insp�ction of the work. CS-5 (9) J L� ' ' , PART C - GENERAL COtiDITIONS C6-6 LEGAL RELATIONS ANb PUBLIC RESPONSIBILITY SECTION C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY C6-6.1 LAWS TO BE OBSERVED: The Contractor shall at al1 times observe and comply with a11 Federal and State Laws and City ordinances and regulations which in any way affect the conduct of the work or his operations, and shall observe and co�ply with all orders, laws, ordinances an3 regulations which exist or which may be enacted later by bodies having jurisdiction or authority for such enactment. No plea of misunderstanding or ignorance thereoF will be considered. Thz Contractor and his Sureties shall indemnify an3 save harmless the City and a11 of its officers, agents, and employees against any and all claims or liability arising from or based on the violation of any such law, ordinance, regulation, or order, whether it be by himself or his employees. C6-6.2 PERMITS AND LICENSES: Tne Contractor shall procure all permits and licenses, pay all charges, costs and fees, and giv� all notices necessary and incident to the due and lawful prosecution of the work. C6-6.3 PATENTED DEVICES, MATERIALS AND PROCESSES: If the Contractor is required or desires to use any design, device, material, or process covered by letter, patent, or copyright, he sha11 provide for such use by suitable legal agreement with the patentee or owner of such patent, letter, or copyrighted design. It is mutually agreed and understood tha� without exception the contract prices shall include all royalties or cost arising from patents, trad�-marks, and copy rights in any way involved in the work. The Contractor and his sureties sha11 indemnif�� and save harmless the Owner from any and all claims for infringement by reason of the use oi any such patented design, device, material or process, or any trade-nark or copy right in connection with the work agreed to be perfor�ed under these Contract Documents, and shall indemnify the Owner for any cost, expense, or damage which it may be o5liged to pay by reason oF such infringemant at any time during the prosecution of tha work or after completion of th� work, provided, however, that the Owner will assume the responsibility to defend any and all suits brought for the infringemen� of any patent claimed to be infringed upon by the design, tyoe of construction or mat�rial or equipment specified in the Contract Documents furnished the Contractor by the Owner, and to hold th= Contractor harmless on account or such suits. C6-6 (1) C1 �� C6-6.4 SANITARY PROVISIONS: The Contractor sha11 establish and enforce among his employees such regulations in regard to cleanliness and disposal of garbage an3 waste as wi11 tend to prevent the inception and spread of infectious or contagious diseases and to effectively prevent the creation of a nuisance about the work on any property either public or private, and � such regulations as are required by Law shall be put into immediate force and effect by the Contractor. The necessary sanitary conveniences for use of laborers on the work, I� prooerly secluded from public observation, shall be constructed and maintained by the Contractor and their use sha11 be strictly enforced by the Contractor. Al1 such � facilities shall be kept in a clean and sanitary condition, � free from objectionable odors so as not to cause a nuisance. All sanitary laws and regulations of the State of Texas and .� the City shall be strictly complied with. � C6-6.5 PUBLIC SAFETY AND CONVENIENCE: tiiaterials or equipment � stored about the work sha11 be so placed and us?d, and the work sha11 at all times� be so corducted, as to cause no greater obstruction or inconvenience to the public than is considered to be absolutely nece=sary by the Engineer. The �1 Contractor is required to naintain at all times a11 �`�ases of �, his work in such a manner as not to impair the saEety or convenience of the public, including, but not limited to, saEe � and convenient ingress and egr�ss to property contiguous to � the work area. The Con�ractor sha11 rnake adequate provisions to render reasonable ingress and egress for normal vehicular � traffic, except during actual trenching or pipe installation operations, at all driveway crossings. Such provisions may include bridging, placement of crushed ston� or gravel or such other means of providing proper ingress and egrzss for the � proo�rty �erved by the driveway as the Engineer may approve as aopropriate. Such other m=ans may include the Giv�rsion of drivzway traffic, with specific approval by the Encineer. If ' diversion of traffic is approved by the Engine�r aL any location, tn� Cor.tractor shall nake arranger�ents satisfactory to the Engineer at any location, the Contractor shall make arrangements satisFactory to the Engine�r for the diversion of � traffic, and shall, at his own expense, nrovide all materials and perform a11 work necessary For tne construction and naintenance of roadways and bridges for such diversion of � trafEic. Sidewalks must not be obstructed except by special D�rRl1SS10:'i of the Engineer. `?'Cle [�lct2YlZ� S excavat?d 'c.,.'1Q �f�a C0:7StCllC�lOC1 Cl3��i? Z� S SllC�'l d5 � pio� used in th� construc�ion o` the w��'�c sh�ll '�e Qlaced so ZS f'.O � �O 2RC��.,i7C2� �Fl�? �,'O!"'t O?" �� :: � i rc� dCCZ55 �O Z� 1 f ire Rti'urG-;�c� �irZ �1Cr�, ��;toc� DO�1C2 C^1� OOY�5� 4:c��Y �alves� � C6-6 (2) gas valves, or manholes in the vicinity. The Ow�er reserves the right to rem�dy any n�glect on the part of the Contractor as regards to public convenience and safety whicll may come to its attention, after twenty-�our hours notice in writing to the Contractor, save in cases of emergency when it shall have the right to remedy any neglect without no�ice, and in either case, the cost of such work done or materials furr.ished by the Owner or by tha City shall be deducted from monies due or to becomz due to the Contractor. The Contractor, after approval of the Engineer, shall notify the Fire Dzpartment Headquarters, Traffic Engineer, and Police Department, when any street or alley is re�uzsted to be close3 or obstructed o� any fire hydrant is to be na3e inaccessible, and, when so di��cted by the Engineer, shall kee: any street, streets, or highways in condition f�r unobstructe3 use by fire appacatus. The Contractor shall promptly notify the Fire Department Headquarters when a11 such obstructed streets, alleys, or hydrants are again placed back in service. Where the Contractor is required to construct temporary bridges or make other arrangements for crossing over ditches or streams, his rasponsibility for accidents in connection with such crossings shall include the roadway approaches as well as the structures of such crossings. The Contractor s:�all at all times conduct his operation and the use of construction machinery so as not to damage or destroy trees and shrubs located in close proximity to or on the site of the work. Wher�ver any such damage nay be don?, the Contractor shall immediately satisfy all claims of property owners, and no payment will b? made by the Owner in settlement of sucn claims. The Contractor shall file with the Engineer a written statem�nt showing all such clai^s adjusted. C6-6.6 PRIVILEGES OF CONTRACTOR IN STREETS, hLLEYS, AND RIGHT-OF-WAY: ror tne performance of the contract, the Contractor will be permitted to use and occupy such portions of the public stree`..s and alleys, or other oublic places or other rights-of-way as provided for in th� ordinances of the City, as �l�own in t}ie Contract Documents, or as may be specifically authorized in writing by the Engineer. A reasonable amount of tools, mat�rials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction ooerations. Excavate3 and waste ma�erials sha11 b� piled or stack�d in such a way as not to interfere with the use or spaces that may be designated to be left free and unobstructed a^d so as :-:�� t� incon�:�:�ience o�cu�an�s of a3ja��::� property. It" the s�r��. is o�cu�i=d by railway `racks, th� ��c snall be C6-6 (3) i carried on operation of contractors contract, Contractor assistance additional be provided in such manner as not to interfere with the trains, loading or unloading of cars, etc. Other of the Owner may, for all purposes required by the enter uoo� the work and premises used by the and shall be provided all reasonable facilities and for the completion of adjoining work. Any grounds desired by the Contractor for his use shall by him at his own cost and expense. C6-6.7 RAILWAY CROSSINGS: When t'ne work encroaches upon any right-of-way of any railway, the City will secure the necessary easz:nent for the work. W5ere the railway tracks are to be crossed, the Contractor shall observe all the regulations and instructions of the railway company as to the methods of performing the work and take all precautions for safety of property and the public. Negotiations with the railway companies for permits shall be done by and through the City. The Con�ractor shall give the City notice not less than five days �rior to the time of his intentions to begin work on that portion of the project which is related to the railway properties. The Contractor wi11 not be given extra or additional compensation for such railway crossings unless sQeci.fically set forth in the Contract Documents. C6-6.8 BARRICADES, WARNINGS AND WATCHMEN: Where the work is carried on in or adjacent to any street, alley, or public place, the Contractor shall at his own expense furnish, erect, and maintain such barricades, fences, lights and danger signals, shall provide such watchmen, and shall tzke all such other precautionary measures for the protection of parsons or nroperty a�d of the work as ara necessary. Barricades and fences shall be oainted in a color that will be visible at night. Fror�, sunset to sunrise the Contractor shz11 furnish and maintain at least o�e easily visible burning licnt at each barricade. P. sufficient number oF barricades shall be erected and maintained to keep pedestrians away from, an^ vehicles from being driven on or into, any work under cons�ruction or being r,-�aintained. Th= Con�ractor sha11 furnis;� watchmen and keep thec� �t their respective assignments in sufficient numbers to protect the wor� ana prev�nt accident or damage. All installations and procedures shall be consistent with the provisions set Eort`� in the "1980 Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the autho�ity of tne "State oF Texas Uniform Act ?egulating TraFfic cn righways", codified as Articl? 6701d V�ron's Civil 5�`.3�lli.�� J?L'�'_fl�:l` SEC�1O!15 cJe1�1Q S�CtlOR TZOS. 2% � L�' � 3� and �� '6-6 ( 4 ) r i , The Contractor wi11 not remove any regulatory sign, instructional sign, stre�t name sign, or other sicn which has � been erected by the City. If it is determined that a sign must be removed to permit required construction, the ' Contractor shall contact the Transportation and Public Works department, �igns and Markings Division (phone number 8780-8075), to remove the sigr.. In the case oF regulatory � signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above I refere;�cz3 manual and such temporary sign must be installed prior to the removal of the permanent sign. If the tem�orary sign is no� installed correctly or if it does not meet the � required specif ications, the permanent sign shall b� left in place until the temporary sign requirements are met. When � construction work is completed to the extent that the permanent sign can b� re-installed, the Contractor shall again '� contact the Signs and Markings Division to re-i�stall the � permanent sign and sha11 leave his temporary sign in place until such re-installation is completed, ' The Contractor will be held r�sponsible for a11 danage to the work or the public due t.o failure of. barricades, signs, Eences, lights, or watchmen to protect them. Whenev�r 1 evidence is found of such damage to the work the Engineer may order the damaged portion immediately remove3 and replaced by the Contractor at the Contractor's own expense. The ' Contractor's responsi�ility for the maintenance of barricades, signs, fences and lights, and for providing watchmen shall not cease until the project sha11 have been completed and accepted � by the Owner. No compensation, except as s�ecifically provided in these Contract Documents, wi11 be paid to the Contractor for the work and mat�rials involved in the constructing, oroviding, and maintaining of barricades, signs, fences, and lights or for salaries of watchmen, for the subsequent removal and disposal of such barricades, signs, or for any other incidentals necessary for the proper protection, safety, and convenienc� of the public during the contract period, as this work is considered to be subsidiary to tne several items for which unit or lunp sum prices are requested in the Droposal. �6-6.9 USE OF EXPLOSIVES, DROP WEIGHT, ETC.: Should the Contract�r ele�t to-use explosives, drop weight, etc., in the prosecution of the work, the utmost care shall be exercised at all times so as not to endanger life or prooerty. The Contractor sha11 notify the proper representative of any public service corporation, any conpany, individual, or utili`�, and tne Owner, not less thzn twznty-fo�r hours in C6-6 (5) advance oF the use of any activity which might damage or endanger their or his property along or adjacent to the work. Where the use of explosives is to be permitted on the project, as specified in the Special Contract Documents, or the use of explosives is requested, the Contractor shall sub�it notice to the Engineer in writing twenty-four hours prior to commencing and shall furnish evidence that he has insurance coveraae to protect against any damages and/or injuries arisinc out oE such use o� explosiv�s. All claims arising out oF the use oF explosives shall be investigated and a written report made by the Contractor's insurers to the Engineer within ten (10) days after receipt of written notice of the claim to the Contractor from eitner the City or the claimant. The City shall proceed to give notice to the Contractor of any such claim. The use of explosives may be suspended by the Engineer if any complaint is received and such use shall not be resumed until the cause of the complaint has been addressed. �henever explosives are stored or kept, they shall be stored in a safe and secure manner and all storage ulaces sha�ll be plainly marked "DANGEROUS EXPLOSIVES" and sha11 be under the care of a competent watchman at all times. All vehicles in which explosives ara being transported sha11 be plaizly marked as mentioned above and shall, insofar as gossible, not use heavy traFfic routes. C6-6.10 WORK WITHIN EASEMENTS: Where the work passes over, through, or into private prooerty, the Owner will provi3e such right-of-way or easement privileges as the Ci�y may deem necessary for the prosecution of the work. Any �dditional rights-of-way or work arza considered necessary by the Contract�r sha11 be provided by him at his own expe:,se. Such additional rights-of-way or work area shall be ac�uired for the ben�fit of the City. The City shall be notif ied in writing as to the rights so acquired before work b�cins in the afEected area. The Contractor shall no� enter uoon private property for any purpose without having previou=?y obt�ined permission fro�n tne owner of sucn property. The Contractor will not be allowed to store equipment or material cn private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the Engineer, linless soecifically �ro�,•idec otherwise, the Cor.tractor shall clear a11 rignt=-of-way or easements oE ob�truc�ions whic:� must be rzr�ovec to make possible proper prosecution oL �he work as a Q?� � O� ��1� project COi15trU^C1O[7 O�?r? �1OI15. 2'P� �.O.^.t.rdCtOr c�izl l�a rZeDO�iSl�i? for �he ore=e�Vc�1OR Oi Z^� S:lZll ll5? C6-6 (5) � � � every precaution to prevent damage to all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types " of structures or improvements, to all water, sewer, and gas , lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of tenporary fences, an3 � to a11 other public or private property along adjacent to the � work. The Contractor shall notify the prooer representatives of � owners or occupants of public or private lands or interest in lands which might be affectzd 'oy the work. Such notice shall b� made at least 48 hours in adva:�ce of the beginning of the I� work. Notices shall be ap�licable to both public and private _ utility com�anies or any corporation, company, individual, or other, Pither as owners or occupants, whose land or interest _ in land might affected by the work. The Contractor shall be responsible for all damage or injury to prop�rty of any � character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the work, ' or at any time du� to defective work, material, or equipment. khen and where any direct or indirect or injury is done to � public or private property on account oF any act, omission, neglect, or misconduct in the execution of the work, or in � consequence of the non-execution thereof on the part of the _ Contractor, he shall restore or have r2stored at his own cost and expense such property to a condi`ion at least equal to � that ?xisting before such damage or injury was done, by repairing, rebuilding, or otherwise replacing and restoring as � may b� directed by the Owner, or he sha11 make good such _ damages or injury in a manner acceptable to the owner of the property and the Engineer. � Al1 fenczs encountered and removed during con5truction oF this project sha11 be restored to the original or a better ' than original condition upon completion o` this project. When wire fencing, either wire m2sh or barb�d wire is to be crossed, the Contractor shall set cross braced posts on either side of p=rnanent easement before the fence is cut. � Should additional fence cuts be necessary, the Contractor . shall provide cross braced posts at point of the proposed cut in addi�ion to the cross braced posts provid�d at the � permanent easements limits, beLore the fence is cut, Te�porary fencing sha11 be e�ected in place of the fencing re�oved whenever th� work is not in progress and when the sit� is vacated overnight, and/or at a11 times to prevent li�•estock from entering the construction area. The cost for L�:,Cc"' �'�I^,Ot,'d� , t�m�ora� Y" C� OSllrc5 and r�?plac2m�n� S7d11 b? subsidiary to th� various items bid ir. the project C6-6 (7) ' � proposal. Therefore, no separate payment sha11 be allowed for any service associated with this wor�c. In case of failure on the part of the Contractor to restore such property to make good such damage or injury, the Owner may, upon 48 hour written notice under ordinary circumstances, and without notice when a nuisance or hazardous condition results, �roceed to repair, rebuild, or otherwise restore such prooerty as may be determined by the Owner to be necessary, and the cost thereby wi11 be deducted fron any monies due or to become due to the Contractor under this Contract. C6-6.11 INDEPENDENT CONTRACTOR: It is understood and agr2ed � by the partie5 t��r�to that Contractor shall perform a11 wor;� and services h�reunder as an in3ependent contractor, and not as an officer, agent, �ervant or employee oF the Owner. ,� Contractor shall have exclusiv� control of and the exclusive right to control the details of all the work and services performed hereunder, and all persons performing same, and t shall be solely responsible for the acts and omissions of its officers, agents, servants, Pmployees, contractors, subcontractors, licensees and invite�s. The doctrine of � respondeat superior shall not apoly as betw2en Owner and Contractor, its officers, agents, em�loyees, contractors and subcontractors, and nothing her`in shall be construed as creating a partnership or joint enterprise Qetween Ownzr and I� Contractor. C6-6.12 CONTRACTOR'S RESPONSIBILITY FOR DAMP.GE CLAIMS: � Contractor covenants and agrees to, and does hereby indemnify, hold harmless a�d defend Owner, its officers, agents, �erva:�ts, and em�loyees fro� and ag�inst any an all claims or � suits for property damag� or loss and/or oersonal injury, including death, to any ana all pQrsons, of wnatsoev�r kind or character, w;7ether rzal or asserted, 3risi:�g out of or in connection with, directly or indirectly, the work ana 5ervices � to oe oerformed h�reunder by Contractor, its officers, agents, employees, contractors, subcontractors, licensees o� invitees, whether or not caused, in whole or in part, by alleged � ne�ligence on the part of offic2rs, agents, servants, en�loyees, contractors, subcontractors, licensees anc invitees oF th� Owner; and said Contractor does hereby covenant and agree to assume all liability and responsibility oi Owner, its ' officers agents, s�rvants and em�loy`es for propert�-� damage or loss, and/or personal injuries, includi:�g death, to any and a11 persons or wnatsoecer kind or charact�r, whett-,ey real or � 2S5�=teQ� Zr1S1RQ Ollt O� Or 1C'i connection Wlt�1� Q'_r�Ctlj� OT '_C:C1C��.��'� t�'1� WOL"'.{ and S��V1C�S t0 De perfo�I�,?Q C?creunder b�' �.ORtrzctor� '_tS OFi1CZrS� BCeP.�S e:�i�lOY2�S, CO[:��actors� � S1�C0'I�r�cCt0�5� 11^.�il5C�?S �?1n lill'lt?�7� WC1c�her C'_" r0� Cd'.1SZC1� C6-E (8) � � in whole or in part, by alleged negligence of officers, agents, servants, employees, contractors, subcontractors, licensees or invitees of the 0wner. Contractor likewise covenants and agrees to, and does hsreby, indemnify and hold harmless Owner from and against any and all injuries,loss or damages to property of the Owner during the performance of any of the terms and conditions of this Con�ract, whether arising out of or in connection with or resulting from, in whole or in part, any and all alleged acts or omissions of officers, agents, s�rvants, employees, contractors, subcontractors, licenses, or invitees of the 0wner. In the event a written claim for damages against the contractor or its subcontractors remains unsettled at the time all work on the proje�t has been com�let2d to the satisfaction of the Director of the Water Department, as evidenced by a final inspection, final payment to the Contractor sha11 not be recommended by the Director of the w'ater Department for a period of 30 days after the date of such final inspection, unless the Contractor shall submit written evidence satisfactory to the Director that tiie claim has been szttled and a release has been obtained from the claimant involved. If the claim concerned remains unsettled as of the expiration oF the above 3�-day period, the Contractor may be deemed to be entitled to a semi-final payment for work completed, such semi-final payment to b� in an amount equal to the total dollar amount then due less the dollar value of any written claims pending against the Contractor arising out of the performance of such work, and such semi-final payment may then be recomm�nded by the Director. The Director shall nat recommend final pay�n=nt to a Contractor against whom such a claim For damag=s is outstanding for a period of six months followin� the date of the acceptance of the w�rk p�rformed unle.ss the Contractor submits �vidence in writing satisfactory to the Director that: 1. The claim has been settled and a release has been obtained from the claimant involved, or 2. Good faith outstanding have failed. efforts hav� been made to settle such claims, and such good faith efforts If condition (1) above is met at any tim� within the six month period, the Direc�or shall recommend that the final payment t o the Contractor be made. Ii cond�tion (2) above is met at any tim� within the six month p�riod, th� Director nati recommend that �`.rl? i lC'idl p2.'J��?iit t,O tf1'� Contractor b� I:?3^�, j;t. the C6-6 (9) ' exairation of the six month period the Director may recommend � that final payment be made if all other work has been performed and all other obligations of the Contractor have ' been net to the satisfaction of the Director. The Director may, if he deems it appropriate, refuse to accept bids on other 4vatar Department Contract work from a Contractor against whom a claim for damages is outstanding as a result of work p�rformed under a City contract, C6-6.13 CONTRACTOP.'S CLAIM FOR DA^�iAGE5: Should the Contractor claim conpensation for any alleged damage by reason of the acts or omissions of the Owner, he shall within three days after the actual sustaining of such alleged damage, make a written statenent to the Engineer, settin� out in detail the nature of thP alleged damage, and on or beFore the 25th day of the month succeeding that in which any such damage is claimed to have been sustain?d, the Contractor shall file with the Engineer an itemized statement oE tne details and amount of such alleged damage and, uoon request, shall givP the Engineer access to all books of account, receipts, voucners, bi11s of lading, and other books or pap=rs cont`ining any evidence as to tne amount of such alleged damage. Unless sucli statements shall be file3 as hereinabove required, the Contractor's claim for compensation shall be waived, and he shall not be entitled to pay�nent on account of such damag?s. C6-6.1� ADJUSTMENT OR RELOCATION OF PUBLIC UTILITIES, ETC.: In case it is necessary to change, move, or alt�r in any manner the property of a public utility or otners, the said prooerty shall not be moved or interfer2d with until orders thereupon have been issuPd by the Engineer. The right is reserv�fl to the owners of public utilities to enter the geographical limits of the Contrrct ror the purpose of ma;�ing such changes or repairs to their property tnat may be f1ECPS5drl% by the peYformance of this contYact. C6-6.15 TEbiPOicARY SEWER AND DRAItv CONNECTIONS: R'hez existing sewec lines hzv� to b� taken u� or removed, the Contractor shall, at hi= own expense anc c�=t, grovide anc maintain te<≤,�crarz outlets and connections for all privat� or oublic drair.s and sew�rs. The Co:�tractor sha11 also take care of all s�wa�� ar,d drainage w;�ich wi11 be re�eive3 from t:�es� drains �nd s?wers, and for this pur�ose he sha11 provide and naintain, at his own cost and expensP, acequate pumping facil��ies a�d tem�ora�y outlets or div�raions. '�he Centra�tor, at his own cost an� ex�ense, sna11 construct suc�: t�ough=, oi�es, or other structures necesszrv, and be �re�G� �a a� a11 �:mes co d� s�ose o� drzi::acr� an� sewage � � � C6-6 (10) ! Ireceive3 from these te�porary connections until such tim�s as the permanent connections are built and are in service. The ^ existing sewers and connections sha11 be kept in service and r�aintained under the Contract, except when specified or ordered to be abandoned by the Engineer. All water, sewage, and other waste shall be disoosed of in a satisfactory manner so that no nuisance is created and so that the work under '" construction will be a3equately protected, � C6-6.16 ARRANGEMENT AND CHARGES FOR WATER FURNISHED BY THE CITY: When the Contractor desires to use City wat�r in connection with any construction work, he shall make complete � and satisfactory arrangements with the Fort Worth City Water . Department for so doing. City water furnished to the Contractor shall be delivered to the Contractor from a connection on an existing City main. �` All piping required beyond th� point of delivery shall be installed by thz Contractor at his own expense. 1 The Contractor's responsibility in the use of a?1 existing fire hydrant and/or valves�.is detailed in Section E2-1.2 USE � OF FIRE HYDRANTS AND VRLVES in these General Contract Docum�nts. . when meters are used to measure the wa�er, the charges, if any, for water will be at the regular establishe3 rates. When � meters are not used, the charges, if any, will be as prescribed by the City Ordinance, or where no ordinance �1 applies, payment shall be made on estimates and rates . established by the Director of the Fort Worth Water Department. � � C6-6.17 USE OF A SECTION OR PORTION OF THE WORK: hhenever, in the opinion of the Engineer, any section or portion of the ' work or any structure is in suitable condition, it may be put ir�o use upon the written order of the Engineer, and such usage shall not b� held to be in any way an acceptance of said work or structure or any part thereof or as a waiver of any of � the provisions of these Contract Documents. All necessary . repairs and removals of any section of the work so put into use, due to defective rr,aterials or workmanship, eauipment, or , to deficient operations on the part of the Contractor, shall W be performed by the-Contractor at his own ex�znse. C6-6.18 CONTRACTOR'S RESPONSIBILITY FOR THE wORK: Until written acceptance by the Owner as provided for in these Contract Documents, the work shall be under the charge and care of th? Contracto=, and he shall take ev�r�� necessary precau�ion to prevent injury or damag� to the wor'f or any part C6-6 (11} thereof by action of the elements or from any cause whatsoever, whether arising from the execution or nonexecution of the work. The Contractor shall rebuild, repair, restore, and make good at his own expense all injuries or damage to any portion of the work occasioned by any of the hereinabove causes. C6-6.19 NO WAIVER OF LEGAL RIGHTS: Insoection by the Engineer or any order by the Owner by payment of money or any payment for or acceptance of any work, or any extension of time, or any possession taken by the City shall not operate as a waiver of any provision of the Contract Documents. Any waiver of any breacn or Contract shall not be held to be a waiver of any other or subsequent breach. The Owner reserves the right to correct any error that may be discovered in any estimate that may have been paid and to adjust the same to me�t the requirements of the Contract Docum2nts. C6-6.20 PERSONAL LIABILITY OF PUBLIC OFFICIALS: In carrying out the provisions of these Contract Documents or in exercising any power of authority granted thereunder, there shall be no liability upon the authorized representatives of the Own�r, either personally or otherwise as they are ag?nts and representatives of the City. C6-6.21 STP.TE SPLES TP,X: On a contract awarde3 by the City of Fort Worth, an organization wnich qualifies for exemption pursuant the provisions of P.rticle 20.04 (H) of the Texas Limited Sales, excisa, and Use Tax Act, tne Contractor may purchase, rent or leas� all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an ex�mption c2rtificate in lieu of the tax, said exemption certificate to co�ply with State Comptroller's F.uling .007. Any such exemption certificate issued by the Contractor in lieu of the tax snall b� subject to an3 shall comoly with the provisions of State Comptroller's Ruling ,011, ar.d any oth2r apolicable State Conptroller rulings pertainin� to the Tex.as Limited Sa1es, Exc�s�, and Use Tax Act. On a contract awarded by a developer for the construction of a publicly-owned improve:nent in a street righ�-of-way or other easement which has been dedicated to tne public and the City o� Fort worth, an organization which aualifies for exemption p�rsuant to the provisions of Article 20.0� (H) o` the Texas limite� Saies, Excis?, and Use Tax rc�, the Co:�t_actor can proba�ly �7� EX��',D�?Q ?!'1 tCl? S�fR� Ii12.i1R�� S�3t2Q ZDOV?. C6-6 (l2) i � Limited Sale, Excise and Use Tax permits and information can be obtained from: R Comptroller of Public Accounts ' Sale Tax Division Capitol Station Austin, TX � C6-6 (13) PART C - GENERAL CO�DITIONS C7-7 PROSECUTION AND PROGRESS SECTION C7-7 PROSECUTION AND PROGRESS: C7-7.1 SUBLETTING: The Contractor shall perform with his own organization, and with the assistance of workman under his immediate superintendance, work of a value of no� less than fifty (50$) percent of the value embraced in the cor.tract. If the Contractor sublets any part of the work to be done under these Contract Documents, he will not under any circumstances be relieved of the responsibility and obligation assumed under these Contract Documents. Al1 transactions of the Engineer will be with the Contractor. Subcontractors will be considered only in the capacity of employees or workm2n of the Contractor and shall be subject to the same requirements as to character and competency. The Owner will not recognize any subcontractor on the work. The Contractor shall at all times, when the work is in operation, be represented either in person or by a superintendent or other designate3 represe�tatives. C7-7.2 ASSIGNMENT OF CONTRACT: The Contractor shall not assign, transfer, sublet, convey, or other wise dispose of the contract or his rights, title, or interest in or to the same or any part thereof without the previous consent of the Owner expressed by resolution of the City Council and concurred in by the Sureties. If the Contractor does, without such previous conseZt, assign, transfer, sublet, convey, or otherwise dispose of the contract or his right, title, or interest therein or any part thereof, to any person or persons, partnership, company, firm, or corporation, or does by bankruptcy, voluntary or involuntary, or by assignment under the insolvency laws of any state, attempt to dispose of the contract may, at the oation of the Owner be revoked and annulled, unless the Sureties shall successfully complete said contract, and in the event of any such revocation or annulnent, any monies due or to become due under or by virtue of said contract shall be retained by the Owner as liquidated dar�ages for the reason that it would be impracticable and extremely difficult to fix the actual damages. - C7-7.3 PROSECUTION OF THE WORK: Prior to bey^inning any construction operation, the Contractor shall subnit to the Engineer in five or more copies, if requested by th� Engineer, a pro7ress schedule p�eferably in chart or diagra:�: =orm, or a bri�f outlining in detail and step by step th� nanner of C7-7 (1> � prosecuting the work and ordering materials and equipment which he expects to follow in order to complete the project in the scheduled time. There shall also be submitted a table of estimated amounts to be earned by the Contractor during each monthly estimate period. Tne Contractor shall commence the work to be performed under this contract within the time limit stated in these Contract Documents and shall conduct the work in a continuous manner and with sufficient equipment, materials, and labor as is necessary to insure its completion within the time limit, Tne sequence requested of a11 construction operations shall be at all times as specified in the Special Contract Documents. Any deviation from scuh sequencing shall be submitted to the Engineer for his approval. Contractor shall not proceed with any deviation until he has received written approval from the Engineer. Such specification or approval by the Engineer shall not relieve tne Contractor from the full responsibility of the complete performance of the Contract, The contract time may be changed only as set forth in Section C7-7.8 "Extension of Time of Completion" of this Agreement, and a progress schedule shall not constitute a change in the contract time. C7-7.4 LIMITATIONS OF OPERATIONS: The working ooerations shall at all times be conducted by the Contractor so as to create a minimum amount of inconvenience to the public. At any time when, in the judgment of the Engineer, the Contractor has obstructed or closed or is carrying on ooerations in a portion of a street or public way greater than is necessary for the prooer execution o� tne work, the Engineer may require t�e Contractor to finisn the section on which opera�ions are in progress before the work is commenced on any additional section or street. C7-7.5 CHP.RRCTER OF WORKMEN AND EQUIPMENT: Local lzbor shall be used by the Contractor is available. The Contractor may bring in from outside the City of Fort Worth his key men and his superintendent. A11 other workmen, including equipment ooerators, may be imoorted only after the local supply is exhausted. The Contractor shall employ o.^.ly such superintendents, foremen, and workmen who ar� careful, comp?�ent, and tully qualiFied to perform the duties or tasks assigned to them, and the Engineer may demand and secure the sum;nary dismissal of any pzrson or persons employed by the Contractor ir. or abo�t or on the work w�o, in tne opinion of �Cl� �`wCi?i � S�1d11 fP.iSCOI1QllCt. r11CRS�lf Or D� f Ol'..^.Cj t0 iJ? incor.,petent, c:sres�ectful, intemoerate, disnonest, or C7-7 (2> otherwise objectionable or neglectful in the proper performance of his or their duties, or who neglects or refuses to comply with or carry out the directions of the Owner, and such person or persons shall not be employed again thereon without written consent of the Engineer. AI1 workmen shall have sufficient skill, ability, and experience to prooerly perform the work assigned to them and operate any equipment necessary to properly carry out the performance of the assigned duties. The Cor.tractor shall furnish and maintain on the work all such equipment as is considered to be necessary for prosecution of the work in an acceotable manner and at a satisfactory rate of progress. All equipment, tools, and machinery used for handling materials and executing any part of the work shall be subject to the approval of the Engineer and shall be maintained in a satisfactory, safe and efficient working condition. Equipment on any portion of the work shall be such that no injury to the work, workmen or adjacent property will result from its use. C7-7.6 WORK SCHEDULE: El.apsed working days shall be computed starting with the first day of work completed as defined in C1-1.23 "WORKING DAY" or the date stipulated in the "WORK ORDER" for beginning work, whichever comes first. Nothing in these Contract Documents shall be construed as prohibiting the Contractor from working on Saturday, Sunday or Legal Holidays, providing that the following requirements are met: a. A request to work on a soecific Saturday, Sunday or Legal Holiday must be made to the Engineer no later than the proceeding Thursday. b. Any work to 'oe done on the project on such a soecific Saturday, Sunday or Legal Holiday mu�t be, in the opinion of the Engineer, essential to the timely completion of the project. The Engineer's decision shall be final in response to such a request for approval to work o;� a specific Saturday, Sunday or Legal Holiday, and no extra compensation shall b� allowed to the Contracto� for any work performed on such a specific Saturday, Sunday or Leoal ;�oliday. Calen3ar Days shall be defi�ed in C1-1.24 and the Contractor may work as he so desires. � C7-7 (3) � C7-7.7 TIME OF COMMENCEMENT AND COMPLETION: Tne Contractor shall commence the working operations within the time specified in the Contract Documents and set forth in the Work Order. Failure to do so shall be considered by the Owner as abandonment of the Contract by the Contractor and the Own�r may proceed as he sees fit. The Contractor shall maintain a rate of progress such as will insure that the w�o1e work wi11 be performed and the premises cleaned up in accorcance with the Contract Documents and within the time established in such documents and such extension of time as may be properly authorized by the Owner. C7-7.8 EXTENSION OF TIME COMPLETION: The Contractor's request for an extension of time of comoletion shall be considered only when the request for such extension is subnitted in writing to the Engineer within seven days from and after the time alleged cause of delay shall have occurred. Should an extension of the time of completion be requested such request will be forward�d to the City Council for approval . In adjusting the contract time for completion of work, consideration will be given to unforseeable causes �eyond the control of and without the fault or negligence of the Contractor, including but limited to acts of the public enemy, acts of the Owner, fire, flood, tornadoes, eoidemics, quarantine restrictions, strikes, freight emDargoes, or delays of sub-contractors due to such causes. � �� When the dat? of completion is base3 or. a calendar day bid, a � request for extension of time because of inclemen� weather will not be considered. A request for extension of �ime due to inability to obtain supplies and materials will be � considered only when a rzview of the Contractor's purchase ord�r dates and other p?r�inent data as requested by the Engineer indicates that the Contractor has made a oonafide �, attem�t to secure delivery on schedule. This shz11 include � efforts to ob�ain the supplies and materials fro� alternate sources in case the first source cannot make delivery. � It satisfactory execution and completion of the contract should require work and naterials in areater a�;,ounts or auantities than those set forth in the aporoved Contract Docunents, then the contrzct time may be increased by Change Orcter . C7-7.9 DEL?:YS: Tne Contractor sna11 receive no co�*�ensation LOi" C��'�5 C� :^,1C:�=d:7C�� t0 ��':� �;J�1C� �?XC�D� W�i?f: C1rECt and unavo�cable extra co=�. to the �on�ractor is ca��=�d bv the Ldl� L'�e c� t�:� Cit�• tc pro�� ic� �.,=or�:,��ion or r�.z�_� ia1, i F C7-7 (�) any, which is to be furnished by the City. When such extra compensation is claimed a written statement thereof shall be oresented by the Contractor to the Engineer and if by him found correct shall be approved and reFerred by him to the Council for final approval or disapprovaZ; and the action thereon by the Council shall he final and binding. If delay is cause3 by specific orders given by the Engineers to stop work, or by the performance of extra work, or by the failure of the City to provide material or necessary instructioas for carrying on the work, then such delay will entitle the Contractor to an equivalent extension of time, his application for wnich shall, however, be subject to the approval of t�e City Council; and no such extension of time shall release the Contractor or the surety on his perEormance bond from all his obligations hereunder which shall remain in full force until the discharge of the contract. C7-7.10 TIME OF COMPLETION: The time of completion is an essential element of the contract. Each bidder sha11 indicate in the appropriate place on the last page of the Proposal the number of working days or calendar days that he will re�uire to fu11y complete this contract or the time of completion will be specified by the City in the Proposal section of the contract docum2nts. The number of days indicated shall be a realistic estimate of the timz required to complete the work covered by the specific contract being bid upon. The amount of time so stated by the successful bidder or the City will become the time of completion specified in the Contract Documents. For each calendar day that any work shall remain unco�noleted after the time sp�cified in the Contract Documents, or the increased time granted by the Owner, or as automatically increased by additional worx or materials ordered aft�r the contract is signed, the sum per day given in the following schedule, unless otherwise specified in other parts of the Contract Documents, will be deducted from monies due the Contractor, not as a penalty, but as liquidated dar..ages suffere3 by the Owner. AMOUNT OF CONTRACi S 5,001 $ 15,001 S 25,001 $ 50,001 S 100,001 Less than $ 5,000 to $ 15,000 to $ 25,000 to S 50,000 to $ 100,000 �o S 500,000 C7-7 (5) inclusive $ inclusive $ inclusive S inclusiv� S inclusiv� S inclusive S 35.00 45.00 63.00 105.00 154.00 210.00 S 500,001 to $1,000,000 inclusive $ 315.00 $1,000,001 to $2,000,000 inclusive $ 420.00 $2,000,001 and ov�r $ 630.00 The parties hereto understand and agree that any harm to the City caused by the Contractor's delay in completing the work hereunder in the time sgecified by the Contract Documents would be incapable or very difficult of accurate estimation, and that the "Amount of Liquidated Damages Per Day", as set out above, is a reasonable forecast of just compensation due the City for harm caused by any delay. C7-7.11 SUSPENSION BY COURT ORDER: The Contractor sha11 suspend operations on such part or parts of the work ordered by any court, and will not be entitled to additional compensation by virtu? of such court order. Neither will he be liable to the City in the event the work is suspended by a Court Order. Neither will the Owner be liable to the Contractor by virtue of any Court Order or action for which the Owner is not solely responsible. C7-7.12 TEMPORARY SUSPENSION: The Owner shall h�v� the right to suspend the work operation wholly or in part for such period or periods of time as he may deem necessary due to unsuitable weather conditions or any other unfavorable conditions which in the opinion of the Owner or Engineer cause further prosecution of the work to be unsatisfactory or detrimental to the interest of the project. During temporary suspension of work covered by this contract, for any reason, the Owner will make no extra payment for stand-by time of construction equipment and/or construction crews. If it should become necessary to suspend wo�k for an indefinite period, the Contractor shall store all materials in such manner that they will not obstruct or impede the public unnecessarily nor become damag�d in any way, and he snall tak? every precaution to orevent damage or deterioration of the work perform?d; he sha11 provide suitable drainage about the wor�, and erect temoorary structures where necessary. Should the Contractor not b� able to comolete a portion of the project due to causes beyond the con�rol of and w�thout the �ault or negligence oi the Contractor as se� forth in Paragraph C7-7.8 EXTENSION OF THE 'rIME OF COMPLciION, and should it be determined by mutual consent of the Contractor and th� Engineer that a solution to a11ow constrLction to proceec �s not availabie wzthin a reasona5le perioc of time, then the Co�t=actor r��ay be re�mbursed Lor the cost of moving his saui��ent off the job and L"2turning the -.ecessary e�ui�r,�er,t to th� jo� w:;er. i� is detar�.,ined by t:^,= Engineer C7-7 (6) ! � that construction may be resumed. Such reimbursem�nt shall b� based on actual cost to the Contractor of moving the equipment _ and no profit will be allow�d. No reimbursement shall be allowed if the equipment is mov�d to another construction project for the City of Fort Worth. r The Contractor sha11 not suspend work without written notice from the Engineer and shall proceed with the work operations ' promptly when notified by the Engineer to so resume op�rations. C7-7.13 TERMINATION OF CONTRACT DUE TO NATIONAL EMERGENCY: � Whanever, b=cause of National Emergency, so declared by the . President o� the United States or other lawful authority, it becomes impossible for the Contractor to obtain all of the necessary labor, materials, and equipment for the prosecution � of the work with reasonable continuity for a period of two months, the Contractor sha11 within seven days notify the City in writing, giving a detailed statement of the efforts which ' have been made and listing all necessary items of labor, materials, and equipment not ob`ainable. If, after investigations, the Owne� finds that such conditions existing ' and that the inability of the Contractor to proceed is not attributable in whole or in part to the fault or neglect of the Contract, then if the Owner cannot aft2r reasonable effort ' assist the Contractor in procuring and making available the necessary labor, materials and equipment within thirty days, the Contractor may request the Owner to terminate the contract A and the Owner nay comply with the request, and the termination sha11 be conditioned and base3 upon a final settlement � nutually acceptable to both the Owner and the Contractor and final payment sha11 be r,�ade in accordance with the terms of the agreed settlem�nt, which shall include, but not be limited � to, the payment for all work executed but no anticipated profits or. work which has not been perforr�ed. C7-7.14 SUSPENSIOti OR A5ANDONMENT OF THE WORK AND ANNULMENT OF CONTRACT: The work operations on all or any portion or section of the work under Contract shall be suspended immediately on writtea order of the Engineer or tne Contract may b� declared cancelle3 py the City Council for any good an3 sufficient cause. The followi�g, by way of example, but not of limitation, may be considered grounds for suspension or cancellation: � a, Failure of the Contractor to commence work o�erations within the time specified in the Work Order isssed by the Owner. � C7-7 (7) � b. Substantial evidence that progress of the work � operations by Contractor is insufficient to complete the work within the specified time. � c. Failure of the Contractor to provide �nd maintain suf£icient labor and equipment to properlv execute the working operations. + d. Substantial evidence that the Contractor has abandoned the work. e. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the work satisfactorily. f. Failure on the part of the Contractor to observe ►- any requir�ments of the Contract Documents or to comply with any orders given by the Engineer or � Owner provided for in these Contr3ct Documents. ,,y g. Failure of the�Contractor promptly to make good any defect in materials or workmsnship, or any defects of any nature the correction of which has been directed in writing by the Engin�er or the Owner. h, Substantial evidence of collusion for the purpose of illegally procuring a contract or perpetrating fraud on the City in ths construction of work under contract. i. A substantial indication that the Contractor has ma3e an unauthorized as=ignment of the contract or any funds due therefrom for the benefit of any creditor or for any oth'r purpose. � � j. If the Contractor shall tor any cause whatsoever � not carry on the working operation in an acceptable r^�anner. k. If the Contractor commences legal action against the Owner. A copy of the susoension order or action of the City Council shall be ser�ed on the Contractor's Sureties. when work is susnended for any cause or causes, or when the contract is cancelled, the Contractor shall discontinue the wo:k or such part thereof as the Owner shall designate, w`�ereupon the Sureti�s ma�:, at t'.:eir o��ion, assume the contract or that portion tner�o� w;�ich tna O:�ner has ordered the Co-�tractor to disco:�tin��, an� r,:�� perro�m the sa�;�e o= may, witn �h� written C7-7 (8) consent of the Owner, sublet the work or that portion of the work as take� ov�r, provided however, that the Sureties sha11 exercise their option, if at all, within two weeks after the written notice to discontinue the work has been served upon the Contractor and upon the Sureties or their authorized agents. The Sureties, in such event shall assume the Contractor's place in all respects, and s�all be paid by the Owner for al? work performed by them in accordance with th� terms of the Contract Docum�nts. Al1 monies remaining due the Contractor at th� time of this default shall thereupor. become due and payable to the Sureties as the work progresses, subject to a11 of the terms of the Contract Documents. In case the Surzties do not, within the hereinabove specified time, exercise their right and option to assume the contract responsibilities, or that portion thereof which the Owner has ordered by the Contractor to discontinue, then the Owner shall have the power to complete, by contract or otherwise, as it may determine, the work herein described or such part thereof as it may deem necessary, and the Contractor hereto agrees that the Owner shall have th� right to take possession of and use any materials, plants, tools, eq:iipment, supplies, and property oi any kind provided by the Contractor for the purpose oi carrying on the work and to procure other tools, equipment, materials, labor and property for the completion of the work, and to charge to the account of the Con�ractor of said contract expense for labor, materials, tools, equipment, and all expenses incidental thereto. The expense so charged shall be deducted by the Ownzr from such monies as may be due or may b�come due at any time thereafter to the Contractor under and by virtue of the Contract or any part thereof. The Owner sha11 not be required to obtain the lowest bid for the work completing th� contract, but the expense to be d?ducted shall be tn� actual cost o� the owner of such work. In case such exp�nses shall exceed the amount wnich would hav� been payable under the Contract if the sam� had be�n completed by the Contractor, then the Contractor and his Sureties shall pay the amount of such excess to the City on notic� from the Owner of the excess due. When any particular part or the work is being carried on by the Own�r by contract or otherwise under the orovisions of this section, the Contractor sha11 continue the remainder of the work in conformity with the terms of the Contract Docum�nts and in such a mann�r as to not hinder or interfere with performance of the work by the Owner. C7-7. 15 � ULFILL?�:ENT OF CONTP.ACT: The Contract will be consid�re::� as having been fulfilled, save as provided in any bond or '�o:�ds or by law, when a11 the w�rk and a?1 s�ctions or parts o� ti-:� o�oject covere� by tne Co�tract ��c��r��nts have C7-7 (9) � been finished and completed, the final inspection made by the Engineer, and the final acceptance and final payment made by the Owner. C7-7.16 TERMINATION FOR CONVENIENCE OF THE OWNER: A. NOTICE OF TERMINATION: The performance of the work under this contract may be terminate� by the Owner in whole, or from time to time in part, in accordance with this section, whenever the Owner shall determine that such termination is in the best interest of the Owner. Any such termination shall be effected by mailing a notice of termination to the Contractor specifying the extent to which performance of work under the contract is terminated, an3 the date upon which such termination becomes effective. Raceipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Mail by. the Owner, Further, it shall be deemed conclusively presumed and establishe3 that such termination is made with just cause as therein stated� and no proof in any claim, demand or suit shall be required of the Owner regarding such discretionary action. B. CONTRACTOR ACTION: After receipt of a notice of termination, and except as otherwise di•rected by the Engineer, the Contractor shall: � � r :� � 1. Stop work under the contrac�. on the date and to the extent specified in the notice of � termination; 2. olace no further orders or subcontracts for materials, services or facilities except as may be necessary for comoletion o` such portion of the work under thA contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of wor;� terminated by the notice of termination; 4. transfer title to the Owner and deliver in the manner, at the times, and to the extent, if anv, dir�cted by the �ngineer: �� i c�—; c�o> � C I � ' a. the fabricated or unfabricated parts, work in process, completed work, supplies and other material produced as a part of, or acquired in connection with the performance of, the work terminated by the notice of termination; and b, the completed, or partially completed plans, drawings, infornation and other property which, if the contract rad been completed, would have been required to b? furnished to the Ow�er. � 5. complete performance of such par� oF the work �' as shall not havP been terminated by the notice of termination; and � 6. take such action as may be necessary, or as the Engineer may direct, for the protection ' and preservation of the property related to its contract which is in the possession of the Contractor and i� which the Owner has or � may acquire the rast. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the Engineer a list, certified as to quantity and guality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been 3irected or authorized by the Engineer. Not later than 15 days therzaft�r, the Own�r shall accept title to such items provided, that the list submitted shall be subject to verification by the Engiaeer upon removal of the items or, if the items are stored, within 45 days from the date of subnission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. C. TERMINATION CLAIM: Within 60 days af�er notice af termination, the Contractor shall submit his termination claim to the Engineer in the form and with the certification prescribed by thz Engineer. Unless one or more extensions in writing are granted by the Owner upon reauest of the Contractor, made in writing within such 60-3ay p�riod or auth�rize3 extension th�reo`, a�y and all such claim5 shall be conclusively dee�e� waiv�d. C7-7 (11) � D. AMOUNTS: Subject to the provisions of Item C7-7.16(C), the Contractor and Owner may agree upon the whole or any part of the amount or amounts to be paid to the Contractor by reason of the total or partial termination of work pursuant hereto; provided, that such agreed amount or amounts shall never exceed the total contract price as reduced by the amount of payments otherwise r,ade and as further reduced by the contract price of w�rk not terminated. The contract shall be amended accordingly, and the Contractor shall be paid the agreed amount, No amount shall be due for lost or anticipated profits. Nothing in C7-7.16(E) hereafter, prescribing tne amount to be paid to the Contractor in the event of failure oE the Contractor by reason of the termination of work pursuant to this section, shall be dezmed to limit, restrict or otherwise determine or affect the amount or amounts which may be agreed upon to be paid to the Contractor pursuant to this paragranh. E. FAILURE TO AGREE: In the ev2nt of the failure oF the Contractor and the Owner to agree as provided in C7-7.16 (D) upon the w�ole amount to be paid to the Contractor by reason of the t2rmination of work pursuant to this section the Owner shall determine, on the basis of information available to it, thP amount, if any, due to the Contractor by reason of the termination and shall pay to the �ontractor the amounts determined. No amount shall be due for lost or anticipated profits. F. DEDUCTIONS: In arriving at the anount due the contractor under this section, there shall be deducted (a) all unliouidated advance or otner pzyments on �ccount theretofore made to the Cor.tractor, applicable to tne terminated portion of this contract; (b) any claim wnicn th= Owner may nav� against tne Cor.tractor i� connectio� with this contract; and (c? the a�reed price for, or the proceeds oF sale of, any materials, supplies or other things kept by the Contractor or sold, oursuant to the �rovisions of this clause, an3 not otherwise r�coverzd by or credited to the Owner. G. ADJUSTbSENT: If the termination hereunder be gartial, p�ior to tne szt�lem�nt of the terminated �crtion o` this contract, tne Contractor r:av file with the Engine�r a recruest i� wri�_nc Lor an C7-7 (12) � ' equitable adjustment of the price or prices specified in the contract relating to the continued portion of the contract (the portion not terminated � by the notice of termination>, such equitable � adjustment as may be agreed upon shall be made in such price or prices; nothing contained herein, '� however, shall limit the right of the Owner and the �y Contractor to agree upon the amount or amounts to be paid to the Contractor for the co�npletion of the ' continued portion of the contract when said contract does not contain an established contract price for such continued portion. H. NO LIMITATION OF RIGHTS: No�hing contained in this sec`ion shall limit or alter th� rights which the Owner may have for termination of this contract under C7-7.14 hereoF entitled "Suspension of Rbandonment of the work and Am�ndment of Contract" or any other right which Owner may have for default or breach oF contract by Contractor. C7-7.17 SAFETY METHODS AND PP.ACTICES: Th� Contractor shall be res�onsible for initiating, maintaining, and sup�rvising all safety precautions and progr3ms in connection with the work at a11 times and shall assume all responsibilities for their enforcement. The Contractor sha11 co�nply with Federal, state, and local laws, ordinances, and re�ulations s� as to protect person and property from injury, including death, or damage in connection with the work. C7-7 (13) PART C - GENERAL CONDITIONS C8-8 MEASUREMENT AND PAYMENT SECTION C8-8 MEASUREMENT AND PAYMENT C8-8.1 MEASUREMEhT OF QUANTITIES: The determination of quantities of work performed by the Contractor and authorized by the Contract Docum�nts acceptably completed under the terms of the Contract Docum�Zts shall be made by the Engineer, based on measurements made by th� Engineer. These measurements will be made according to the United States Standard Measurements used in common practice, and will be the actual length, area, solid contents, numbers, and weights of the materials and items installed. C8-8.2 UNIT PRICES: When in the Proposal a"Unit Price" is set forth, the said "Unit Price" shall include the furnishing by the Contractor of al1 labor, tools, rnaterials, machinery, equipment, appliances and appurtenances necessary for the construction of and the completion i.n a manner acceptable to the Engineer of all work�to be done under these Contract Documents. The "Unit Price" shall include all permanent and temporary protection af overhead, surface, and underground structures, cleanup, finished, overhead expense, bond, insurance, patent fees, royalties, risk due to the elements and other causes, delays, profits, injuries, damages claims, taxes, and a11 other items not spzcifically mentioned that may be required to fully construct each item of the work complete in place and in a satisfactory condition for op�ration. C8-8.3 LUMP SUM: when in the Proposal a"Lump Sum" is set forth, the said "LuT,p Sum" shall re�resent the total cost for the Contractor to furnish all labor, tools, materials, machinery, equipment, appurtenances, and all subsidary work necessary for the construction and completion of a11 the work to provide a compl�te and functional item as detailed in the Special Contract Documents and/or Plans. C8-8.4 SCOPE OF PAYMENT: The Contractor shall receive and accept the compensatio:�, as herein provided, in full payment for furnishing all labor, tools, materials, and incidentals for performing a11 work contemplated and embraced under these Cor.tract Docum�nts, for al1 loss and damage arising out of the nature of the work or from the action o� th2 elements, for any unforeseen defects or obstructions which may arise or be encountered durinc tn� prosecution of tne �:ork zt ar.y time C8-8 (1) � t before its final acceptance by the Owner, (except as provided in paragraph CS-5.14) for all risks of wnatever description � connected with the prosecution of the work, for all expense incurred by or in consequence of suspension or discontinuance of such prosecution o` the working operations as herein � specified, or any and all infringements of patents, � traaemarks, copyrights, or other legal reservations, and for co�n�leteing the work in an acceptable nanner accorcing to the �„ terms of the Contract Documents. � The payment of any current or partial estimate prior to final acceotance of the work by the Owner sha11 in no way constitute an acknowledgment of the scceptance of the work, materials, or equipment, nor ir. a:�y way prejudice or affect the obligations of the Contractor to repair, correct, renew, or replace at his own and proper expense any deFects or imperfections in th` construction or in the strength or quality of the material used or equipment or machinery furnished in or about the construction of the work under contract and its appurtenances, or any damage due or attributed to such defects, which defects, imperfection, or�damage s�all hav2 been discovered on or before the final insoection and acceptance of work or during the one year guaranty period aFter final acceptance. The Owner shall be the sole judge of such defects, imperfections, or damage, and the Contractor shall be liable to the Owner For failure to correct the same as provided herein. CS-8.5 PP.RTIAL ESTIMATES AND RETAINAGE: Between the lst and Sth day of eac1� month the Contractor shall submit to the Engineer a statem�nt showing an estimate of the value of the work done during the pr�vious month, or estimate p?riod under the Contract Docum?nts. Not later than the l0tl� day of the month the Engineer sha11 verify such estimat?, and if it is found to be acceptzble and the valuA of work performed since the last partial gayment was made exceeds one hundred dollars (S100.00) in a�nount, 90�s of such estimate3 sum will be paid to the Contractor if the total contract amount is less than 5400,000, or 95� oL such estimate3 sum will be paid to the Contractor if th� total contract amount is $400,000 or greater within tw?ntv-fivz (25) days aFt�r the r2gular estimate period. Th� City will hav� the op�.ion of preoaring estimates or. forms Lurnished by the City. The partial estimate may include acce�table nonn�rishable materials dzliv�red to the work which are to be incorporat��3 into the work as a oernanent part thereo`, but wnich at the thz time of the estimate have not been install��. (such �avment will be allowed on a basis of �5�= O` `C'i? .^.�?� '_RVO�t= �'G� �Z tr'i�reof. ) T}'12 �.00l�i-'�CL�r snall ....'_"i�_��,'1 `..E '�.__.._-_ _.,:.^_:1 '_.^.LOriT:c.�10!1 dS �'1� filc�V r�:7�:�?S� LO Z1Q cs—a c2� him as a guide in the verification or the preparation of par�ial estimates. It is understood tha� the partial estimate from month to month will be approximate only, and all partial montnly estimates and payment will be subject to correction in the estimate rend�red following the discov�ry of an error in any previous estimate,and such estimate shall r.ot, in zny resp�ct, be taken as an admission of the Owner of the amount of work done or of its quality of sufLiciency, or as an acceptance of the work done or the release of the Contractor of any of his responsibilities undzr the Contract Documents. The City reserves the right to withhold the paym�nt of any montnly estic,ate if th� contractor fails to pzrform the work strictly in accordance with the specifications or provisions of this contract. C8-8.6 WITHHOLDING PAYMENT: Payment on any estimate or estimates may be held in abeyance if the performance of the construction operations is not in accordance with the requirements of the Contra.ct Docum�nts. C8-8.7 FINAL ACCEPTANCE: Whenevar the improvem�nts provided for by the Contract Documents shall have been completed and a11 requir�ments of the Contract Documents shall have been fulfilled on the part of the Contra.:tor, the Con�ractor sha11 notify the Engineer in writing that the improvements are ready for the final inspection. The Engineer shall notify the appropriate officials of the Owner, will within a reasonable time make such final inspe.ction, and if the work is satisfactory, in an acceptable condition, and has been comr�leted in accordanc? with the terrns of the Contract Docum�r,ts and all approved modifications thereof, the Engineer will initiat� the processing of the final estimate and recommend final acceptance of the project and final paym�nt therefor as outlined in �8-8.8 below. C8-8.8 FINAL PAYMENT: Whenev�r a11 the imarover��nts provid�d for by th� Contract Documents and all approved nodifications thereof shall hav� been completed and all requir��;;ents of the Contract Documents have been fulfilled on the part of the Contractor, a final estimate showing the value of the work will be prepared by the Engineer as soon as the necessary measurements, computations, and checks can be made. All prior estimatas upon which payment has been made are subjec� to necessary corrections or r�visions �n the final paym�:� � . C8-8 (3) � � � The amount of the final estimate, less previous pay�ents and any sum that have been deducted or retained under the � provisions of the Contract Documents, wi11 be paid to the Contzactor within 60 days after final acceptance by the Owner on a proper resolution of the City Council, provided the Contractor has furnished to the Owner satisfactory evidence of � payment as follows: Prior to submission of the final estimate for payment, the Contractor shall execute an affidavit, as Furnished by the City, certifying that all persor.s, firms, � associations, cor�orations, or otner organizations furnishing labor and/or materials have been paid in full, that the wage scale established by the City Council in the City of Fort � worth has been paid, and that there are no claims pending for personal injury and/or property damages. � The acceptance by the Contractor of the last or final payment �� as aforesaid shall operate as and shall release thz Owner from � all claims or liabilities under the Contract for anything done or furnished or relating to the work under �ontract Documents � or any act or neglect of said City relating to or connected with the Contract. , The making of the fin�al paym�nt by the Owner shall not relieve � the Contractor of any guarantees or other requirem�nts of the Contract Documents which speciEically continue ther?after. C8-8.9 ADEQUACY 0F DESIGN: It is understood tnat the Owner � believes it has employed comoetent Engineers an� design�rs to prepare the Contract Documents and all modifications of the � aoproved Contract Documents. It is, therefore, egreed that the Owner shall be responsible for the adeauacy of its own design features, sufficiency of the Contract Documents, the safety of the structure, and the practicability of the � operations of the complete6 project, provid�d tne Contractor has complied with the requirenents of the said Contract Documents, all aoproved modifications thereof, and acditions � and alterations tn�reto approved in writing by the 0wner. The burden of proof of such complianc� shall be upon the Contractor to show that he has complied wit� the said � requirements of the Contract Documents, approved �.ocifications thereof, and all approved additions and alterations thereto. C8-8.10 GENERAL GUARANTY: Neither the final c�rtificate of � payment nor any provision in the Contract Doc�me�ts nor oartial or entirz occuoancy or use of the prec,ises by the Owner sha11 constitute an acceptance of work not done in � accordance witn the Contract Documents or reli?v2 the Contractor o` lia�ility in resoec`. to zny ex�re==_ warran�ies cr r�s�ons�:'�i1itY =or faultv r.��t�� ials or wort:-.r:�ship. The � Cc:��racto� =:-:�11 re:��dy a�,,� d�rect� o� da�a�es in �. - woric and C8-8 (4) pay for any damage to other work resulting therefrom which shall appear within a p�riod of one year from the date of final acceptance of the work unless a longer period is specified andshall furnish a good and sufficient naintenance bond in the amount of 100 percent of the anount of the contract which shall assure the perForr�ance of the general guaran�y as above outline. The Oriner wi11 give notice of observe� defects with reasonable promptness. C8-8.11 SliBSIDIARY WORK: Any a;�d a11 work sp�cifically governe3 by cocumentary requirzm�nts for the proje��, such as conditior.s impose3 by the Plans, the General Contract Documents or thesz Special Contract Docum�nts, �n which no specific it�T for bid has bee:� provided for in tn= Pro�osal, sha11 b� cozsid�re3 as a su�siaiary item of work, the c ost of which sha11 b� included in the price bid in the Proposal, tor each bid item. Surfac� restoration, roc;c excavation and cleanuo are general itzms of work which fa11 in �he category oF subsidiary work. C8-8.12 r�ISCELLANEOUS PLACEMENT OF MATERIAL: Material may b� allocate3 un3�r v�rious bid ite:ns in tt-,� Proposal to establish unit prices ror miscellaneous placement of material. Thes� nat=_rials shall be used only when directed by th= Engineer, dep�ndiny on field conditions. Payment for miscellaneous placem�nt o` mat�rial will b� mad� for only that amount of material use3, measured to the nearest one-t�nth unit. Paym�nt for misc�llan�ous place:nent of nat�rial shall be in accordanc= with tne General Contract Docum�nts re�araless ot the actual a;�o�snt used for tne project. C8-8.13 R�CORD DOCUhfENTS: Contractor sha11 keso on record a cooy of a11 specifications, �1ans, addenda, modi�ications, shop drawings and sarnales a� thz site, in gooc or6er and annota�e� �o sho�� a11 cnanges nade during the construction process. Tnese s;�al1 be delivered to Engine�� upo:-� comoletion of tne work. C8-8 (S) SECTION C1 SUPPLEMENTAR,Y CONDITIONS TO SECTION C SECTION Cl: SUPPLEMENTARY CONDITIONS TO PART C- GENERAL CONDITIOI�S A. General These Supplementary Conditions amend or supplement the General Conditions of the Contract and other provisions of the Contract Documents as indicated below. Provisions which are not so amended or supplemented remain in full force and affect. B. C3-3.2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCE: Page C3-3 (1 j, should be deleted in its entirety and replaced with the following: Upon request, Contractor agrees to provide to Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and/or a Woman Business Enterprise (WBE) on the contract and payment therefore. Contractor further agrees to permit an audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal, state or local laws or ordinances relating to false statements; further, any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three (3) years. C. C3-3.7 BONDS: Page C3-3 (3), the paragraph after subparagraph d. Change the paragraph to read as follows: "No sureties will be accepted by the owner which are at the time in default or delinquent on any bonds or which are interested in any litigation against the Owner. All bonds shall be made on the forms furnished by the Owner and the surety shall be acceptable to the owner. In order for a surety to be acceptable to the City, (1) the name of the surety shall be included on the current U.S. Treasury List of Acceptable Sureties {Circular 870}, or (2) the surety must have capital and surplus equal to ten times the amount of the bond. The surety must be licensed to business in the state of Texas. The amount of the bond shall not exceed the amount shown on the Treasury list or one-tenth (1 / 10 j of the total capital and surplus. If reinsurance is required, the company writing the reinsurance must be authorized, accredited or trusteed to do business in Texas." D. C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Page C8-8 (2), should be deleted in its entirety and replaced with the following: Partial pay estimates shall be submitted by the Contractor or prepared by the City on the Sth day and 20th day of each month that the work is in progress. The estimate shall be proceeded by the City on the lOth day and 25th day respectively. Estimates will be paid within 25 days following the end of the estimate period, less the appropriate retainage as set out below. Partial pay estimates may include acceptable nonperishable materials delivered to the work place which are to be incorporated into the �vork as a permanent part thereof, but which at the time of the pay estimate have not been so instal]ed. If such Revised C 1 - 1 6/04/99 � materials are included within a pay estimate, payment shall be based upon 85% of the net voice value thereof. The Contractor �vill furnish the Engineer such information as may be reasonably requested to aid in the verification or the preparation of the pay estimate. For contracts of less than $400,000 at the time of execution, retainage shall be ten per cent (10%). For contracts of $400,000 or more at the time of execution, retainage shall be five percent (5%). Contractor shall pay subcontractors in accord with the subcontract agreement within five (5) business days after receipt by Contractor of the payment by City. Contractor's failure to make the required payments to subcontractors will authorize the City to withhold future payments from the Contractor until compliance with this paragraph is accomplished. It is understood that the partial pay estimates will be approximate only, and all partial pay estimates and payment of same will be subject to correction in the estimate rendered following the discovery of the mistake in any previous estimate. Partial payment by Owner for the amount of work done or of its quality or sufficiency or acceptance of the work done; shall not release the Contractor of any of its responsibilities under the Contract Documents. The City reserves the right to withhold the payment of any partial estimate if the Contractor fails to perfornl the work in strict accordance with the specifications or other provisions of this contract. E. C3-3.11 INSURANCE: Page C3-3 (5): Delete subparagraph "a. COMPENSATION INSURANCE" F. C3-3.11 II�iSURANCE: Page C3-3 (6): Delete subparagraph "g. LOCAL AGENT FOR INSURANCE Ai�iD BONDING" G. C6-6.12 CONTRACTOR'S RESPONSTBLITY FOR DAMAGE CLAIMS: Page C6-6 (8), should be deleted in its entirety and replaced with the following: Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Coniractor, its officers, agents, employees, subcontractors, licensees or invitees, whet{:er or not any suclt iniurv, damage or death is caused, in wliole or in nart, bv the neQliQence or alle.�ed ne�li,�ence of Owner, its of�cers, servants, or employees. Contractor likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and employees and any damage, loss or destruction to property of the Owner arising from the performance of any of the terms and conditions of this Contract, whether or not anv such injury or dama,Qe is caused in whole or in part bv the ne�liQe►:ce or alle�ed negli�ence oiOwner, its of�cers, servants or employees.. Revised C1 - 2 6/04/99 � � ! In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor � either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. � The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding � as a resuit of work performed under a City Contract. � � I ' I ' ' ' �� I I I Revised 6/04/99 C1 - 3 -- � � i � � SPECfAL CONDITIONS ' ' I � ' � 1 1 � 9809d00_Specs_t099_DO.tloc (Water Department) � PART D - SPECIAL CONDITIONS D-1 D-2 D-3 D-4 D-5 D-6 D-7 D-8 D-9 D-10 D-11 D-12 D-13 D-14 D-15 D-16 D-17 D-18 D-19 D-20 D-21 D-22 D-23 D-24 D-25 D-26 D-27 D-28 D-29 D-30 D-31 D-32 D-33 D-34 D-35 D-36 D-37 D-38 D-39 D-40 D-41 D-42 D-43 D-44 D-45 D-46 D-47 D-48 D-49 D-50 D-51 D-52 D-53 D-54 AWARDOF CONTRACT ................................................................................................................................................ 1 5UBMISSION OF CONTRACT DOCUMENTS, CONSTRUCTION START TIME AND PRE-CONSTRUCTION SUBMITTALS.................................................................................................................................................................. 1 GENERAL........................................................................................................................................................................ 1 TAXEXEMPTIONS ......................................................................................................................................................... 3 PROJECTDESIGNATION .............................................................................................................................................. 3 EQUAL EMPLOYMENT PROVISIONS ............................................................................................................................ 3 PRE-CONSTRUCTION CONFERENCE ......................................................................................................................... 3 COORDINATION MEETINGS ......................................................................................................................................... 3 PROJECTABANDONMENT ........................................................................................................................................... 3 BREAKDOWN OF BID PROPOSAL ............................................................................................................................... 3 OMITTED......................................................................................................................................................................... 3 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW :.................................................................3 MINORITY AND WOMENS BUSiNESS ENTERPRISE (M/WBE) COMPLIANCE .......................................................... 5 CALENDARDAY .............................................................................................................................................................6 SUBSIDIARYWORK .......................................................................................................................................................6 WAGERATES .................................................................................................................................................................6 EASEMENTSAND PERMITS ......................................................................................................................................... 7 COORDINATION WITH FORT WORTH WATER DEPARTMENT .................................................................................. 8 DAMAGE TO PRIVATE PROPERTY ............................................................................................................................... 8 SHOPDRAWINGS ..........................................................................................................................................................8 CROSSING OF EXISTING UTILITIES ............................................................................................................................ 8 EXISTING UTILITIES AND IMPROVEMENTS ................................................................................................................ 8 CONSTRUCTION TRAFFIC OVER PIPELINES ............................................................................................................. 9 TRAFFICCONTROL .......................................................................................................................................................9 PAYMENT....................................................................................................................................................................... 9 DE LAYS ........................................................................................................................................................................... 10 DETOURS....................................................................................................................................................................... 10 BARRICADES AN� WARNING SIGNS .......................................................................................................................... 10 EXAMINATIONOF SITE ................................................................................................................................................. 10 ZONINGCOMPLIANCE .................................................................................................................................................. 10 WATERFOR CONSTRUCTION ..................................................................................................................................... 10 WASTEMATEftIAL ......................................................................................................................................................... 10 CLEANUP FOR FINAL ACCEPTANCE ........................................................................................................................... 10 PROPERTYACCESS ..................................................................................................................................................... 10 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK .................................................................................... 11 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES ............................................................................... 11 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS ....................................................................................... 11 SANITARY FACILITIES FOR WORKERS ....................................................................................................................... 12 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC .................................................................................. 12 RIGHTTO AUDIT ............................................................................................................................................................ 12 INCREASE Oft DECREASE IN QUANTITIES ................................................................................................................ 12 CUT?'ING OF CONCRE7E .............................................................................................................................................. 13 PROJECTDESIGNATION SIGN ..................................................................................................................................... 13 CONCF2ETE SIDEWALK AND DRIVEWAY REPLACEMENT ......................................................................................... 13 MISCELLANEOUS PLACEMENT OF MATERIAL ........................................................................................................... 13 TYPE,�C,. BACKFILL ....................................................................................................................................................... 13 CRUSHEDLIMESTONE BACKFILL ................................................................................................................................ 14 2:27 CONCRETE ............................................................................................................................................................. 14 TRENCH EXCAVATION, BACKFILL, AND COMPACTION ............................................................................................ 14 PAVEMENTREPAIR (E2-19� .......................................................................................................................................... 15 TRENCH SAFETY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLY ............................................................. 15 SANITARYSEWER MANHOLES .................................................................................................................................... 16 SANITARYSEWER SERVICES ..................................................................................................................................... 18 NOTUSED ...................................................................................................................................................................... 18 9809a00_Specs_7099_DO_SpecCand(WD).doc SC-i 08/13/99 PART D - SPECIAL CONDITIONS D-55 D-56 D-57 D-58 D-59 D-60 D-61 D-62 D-63 D-64 D-65 D-66 D-67 O-68 D-69 D-70 D-71 D-72 D-73 D-74 D-75 D-76 D-77 D-78 D-79 D-80 D-81 D-82 D-83 D-84 D-85 D-86 REMOVAL, SALVAGE, AND ABANDONMENT OF EX{STING FACILITIES ................................................................... 18 DETECTABLEWARNING TAPES .................................................................................................................................. 19 PiPECLEANING ............................................................................................................................................................. 20 BARRICADES, WARNINGS, AND FLAGMEN ................................................................................................................20 DISPOSAL OF SPOIUFILL MATERIAL .......................................................................................................................... 20 MECHANICS AND MATERIALMEN'S LIEN .................................................................................................................... 20 SUBSTITUTIONS............................................................................................................................................................ 20 PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER ................................................................ 20 VACUUM TESTING OF SANITARY SEWER MANHOLES ............................................................................................. 22 BYPASSPUMPING .........................................................................................................................................................23 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER ............................................................. 23 SAMPLES AND �UALITY CONTROL TESTING ............................................................................................................ 24 TEMPORARY EROSION, SEDIMENT, AND WATER POILUTION CONTROL ............................................................. 25 INGRESS AND EGRESS/OBSTRUCTION OF ACCESS TO DRIVES ........................................................................... 25 PROTECTION OF TREES� PLANTS AND SOIL .............................................................................................................25 S17ERESTORATION ...................................................................................................................................................... 26 CITY OF FORT WORTH STANDARD PRODUCT LIST .................................................................................................. 26 STATE REVOI.VING FUND (SRF) REQUIREMENTS .................................................................................................... 26 TOPSOIL, SOODING AND SEEDING ............................................................................................................................26 CONFINED SPACE ENTRY PROGRAM ......................................................................................................................... 30 SUBSTANTIAL COMPLETION INSPECTlON/FINAL INSPECTION ............................................................................... 30 EXCAVATIONNEAR TREES ..........................................................................................................................................30 CONCRETE ENCASEMENT OF SEW ER PIPE .............................................................................................................. 31 CLAYDAM ...................................................................................................................................................................... 31 EXPLORATORY EXCAVATION (D-HOLE) ..................................................................................................................... 31 INSTALLATION OF WATER FACILITIES ....................................................................................................................... 31 SPRINKLING FOR DUST CONTROL ............................................................................................................................. 35 DEWATERING................................................................................................................................................................ 35 TRENCH EXCAVATION ON DEEP TRENCHES ............................................................................................................ 36 TREEPRUNING .............................................................................................................................................................. 36 TREEREMOVAL .............................................................................................................................................................36 TESTHOLES .................................................................................................................................................................. 36 9809400_Specs_t 099_DO_SpecCond( W O).doc SC-i i 08/13/99 PART D - SPECIAL CONDITIONS FOR: 1998 CAPITAL IMPROVEMENT PROJECTS - CONTRACT 21 RECONSTRUCTION OF MEADOWBROOK DRIVE WITH NEW CONCRETE PAVEMENT (HANDLEY DRIVE TO SANDY LANE) FORT WORTH, TEXAS SEWER PROJECT NO. PS 58-070580174550 WATER PROJECT NO. PW 53-060530175410 T/PW PROJECT NO. C115-020115040543 D.O.E. NO. 2189 D-1 AWARD OF CONTRACT The City reserves the right to abandon without obligation to the contractor, any part of the project, or the entire project, at any time before the contractor begins any construction work authorized by the City. Award, if made, shall be to ihe responsive low bidder, The following shall apply for contract documents with multiple units of work. D-2 SUBMISSION OF CC3N7RACT DOCUMENTS, CONSTRUCTION STAR7 TIME AND PRE- CONSTRUCTION SUBMITTALS The contractor(s) shall execute and return the contract documents to the Depariment of Engineering within ten (10) working days after notification by the Ciry. A Pre-Construction maeting date will be established and noted in the Letter to Contractor. The effective work order date will be set at the pre-construction conference. The contractor(s) shall be required to start construction on the project no later than ten (10) calendar working days after the pre-construction meeting date. The City shal! begin to charge time on the project to the contractor efeven days after the pre- construction meeting date. Per City ordinance 13471, as amended by Ordinance No. 1378�, the contractor(s) shall submit the letters of intent or a copy of the agreements with the approved M/WBE subcontractor(s) at or before the pre-construction conference. To expedite M/WBE compliance contractors are strongly encouraged to submit the executed letters of intent (with M/WBE subcontractors) at the time of submittal of the UTILIZATION FORM or GOOD FAITH EFFORT FORM. The letter{s) must be signed by both parties. If the contractor(s) fails to submit the letter(s) or agreement(s), the contractor(s) will not be allowed to begin work. Additional submittals at time of pre-construction meeting shall include (but not limited to): Contractors Work Plan and Schedule Disposal Site for Waste Material Information Sub-Contractor ldentification Trench Safety Design (if required) Confined Space Entry Program Name and number of a responsible person for off hour emergencies Project schedule which must reflect a project completion date to be determined by the completion time period stipulated in the proposai section. The pre-construction conference is intended as a forum between the contractor and the appropriate City staff to go over the project in detail and to afford the contractor the opportunity to submit ail the required documents listed above. If the contractor faiis to submit any of the required documents, the contractor will not be allowed to begin work and time on the project will start to accumulate. D-3 GENERAL The order or precedence in case of conflicis or discrepancies between various parts of the Contract Documents subject to the ruling of the Engineer shall generally, but not necessarily, follow the guidelines listed below: 1. Plans 2. Contract Documents 3. Special Conditions 9809aC0_Specs_ 7 099_DO_SpecConG ( W D).0oc S G 1 08/13/99 PART D - SPECIAL CONDITIONS The following Special Conditions shall be applicable to this project and shall govern over any confiicts with the General Contract Documents under the provisions stated above. The Contractor shall be responsible for defects in this project due to faulty materials and workmanship, or both, for a period of one (1) year from date of final acceptance of this project by the City Council of the City of Fort Worth and will be required to replace at his expense any part or all of this project which becomes defective due to these causes. The City reserves the right to abandon, without obligation to the Contractor, any part of the project, or the entire project, at any time before the Contractor begins any construction work authorized by the City. Contract, if awarded, shall be as described in "Award of ContracY' above. Subject to modifications as herein contained, the Fo�t Worth Water Department's General Contract Documents and General Specifications, with latest revisions, are made a part of the General Contract Documents for this project. The Plans, these Special Contract Documents and the rules, regulations, requirements, instructions, drawings or details referred to by manufacturers name, or identification include therein as specifying, referring or implying product control, performance, quality, or other shall be binding upon the contractor. The specifications and drawings shall be considered cooperative; therefore, work or material called for by one and not shown or mentioned in the other shall be accomplished or furnished in a faithful manner as though required by all. Any Contractor performing any work on Fort Worth water or sanitary sewer facilities must be pre-qualified with the Water Department to perform such work in accordance with procedures described in the current Fort Worth Water Department General Specifications, which general specifications shall govern performance of all such work. This contract and project, where applicable, may also be governed by the two following published specifications, except as modified by these Special Provisions: 1. STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - CITY OF FORT WORTH 2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH CENTRAL TEXAS A copy of either of these specifications may be purchased at the office of the Transportation and Public Works Director, 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort Worth, Texas 76102. The specifications applicable to each pay item are indicated by the call-out for the pay item by the designer. If not shown, then applicable published specifications in either of these documents may be followed at the discretion of the Contractor. General Provisions shall be those of the Fort Worth document rather than Division 1 of the North Central Texas document. Bidders shall not separate, detach or remove any portion, segment or sheets from the contract document at any time. Failure to bid or fully execute contract without retaining contract documents intact may be grounds for designating bids as "nan-responsive" and rejecting bids or voiding contract as appropriate as determined by the City Engineer. INTERPRETATION AND PREPARATION OF PROPOSAL: A. DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, accompanied by its proper Bid Securiry, to the Purchasing Manager or his representative at the official location and stated time set forth in the "Notice to Bidders". It is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper place. The mere fact that a proposal was dispatched will not be considered. The Bidders must have the proposal actually delivered. Each proposal shall be in a sealed envelope plainly marked with the word "PROPOSAL", and the name or description of the pro}ect as designated in the "Notice to Bidders". The envelope shall be addressed to the Purchasing Manager, City of Fort Worth Purchasing Division, PO Box 17027, Fort Worth, Texas 76102. B. WITHDRAWING PROPOSALS: Proposals actually filed with the Purchasing Manager cannot be withdrawn prior to the time set for opening proposals. A request for non-consideration of a proposal must be made in writing, addressed to the Ciry Manager, and filed with him prior to the time set for the opening of proposals. After all proposals not requested for non-consideration are opened and publicly read aloud, the proposals for which non-consideration requests have been properly filed may, at the option of the Owner be returned unopened. C. TELEGRAPHIC MODIFICATION OF PftOPOSALS: Any bidder may modify his proposal by telegraphic communication at any time prior to the time set for opening proposals, provided such telegraphic communication is received by the Purchasing Manager prior to the said proposal opening time, and provided further, that the City Manager is satisfied that a written and duly authenticated confirmation of such telegraphic communication over the signature of the bidder was mailed prior to the proposal opening time. If such confirmation is not received within forty-eight (48) hours after the proposal opening time, no further consideration will be given to the proposal. 9809400_Specs_1099_DO_SpecCond� W O).doc SG2 08/ 13/99 PART D - SPECIAL CONDITIONS D-4 TAX EXEMPTIONS This contract is issued by an organization which qualifies for exemption pursuant of the provisions of Article 20.04(F) of the Texas Limited Sales, Excise and Use Tax Act. All equipment and materials not consumed by or incorporated into the project construction, are subject to State sales tax under House Biil 11, enacted August 15, 1991. All such taxes shall be included in the various amounts on the Proposal Form. The successful Bidder shall be required to submit a breakdown between labor and material costs prior to execution of the contract. D-5 PROJECT DESIGNATION Consiruction under these Special Documents shall be performed under the Project Designatlon: Project No. PS 58- 070580174550 D-6 EQUAL EMPLOYMENT PROVISIONS Contractor shall comply with City Ordinance tVumber 7278 as amended by City Ordinance Number 7400 (Fort Worth City Code Sections 13-A-21 through 12-A-29) prohibiting discrimination in employment practices. The Contractor shall post the required notice to that effect on the project site, and at his request, will be provided assistance by the City of Fort Worth's Equal Employment Officer who will refer any qualified applicant he may have on file in his office to the Contractor. Appropriate notices may be acquired from the Equal Employment Officer. D-7 PRE-CONSTRUCTION CONFERENCE Before the project work order is issued, a pre-construction conference shall be held with representatives of the following agencies present: City Engineering Department, City Water Department, Ciry Public Works Department, other interested City Departments (such as Traffic), interested utility companies (such as gas, telephone, and electric), Design Engineer and the successful Contractor. Contractor shall submit a schedule of operations at the pre-construction conference. D-8 COORDINATION MEETINGS For coordination purposes, weekly meetings at the job site may be required to maintain the project on the desired schedule. The Contractor shall be present at all meetings. The Contractor shail attend a coordination meeting to present the project to the neighborhood homeowners association. The cost for attending the meeting shall be subsidiary to the contract price. D-9 PROJECT ABANDONMENT The City reserves the right to abandon, without obligation to the Contractor, any part of the project, or the entire project, at any time before the Contractor begins any construction work authorized by the City. D-10 BREAKDOWN OF BID PROPOSAL When requested by the Engineer, the Contractor shall furnish a cost breakdown of those bid items shown in the Proposal as lump sum items. This information is for use in the preparation of a recommendation to the City for award of contract. D-11 OM ITTED D-12 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW: A. Definitions: 1. Certification of coverage ("certificate"). A copy of a certificate of insurance, a certificate of authority to self-insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entiry's employees providing services on a project, for the duration of the project. 2. Duration of the project - includes the time from the beginning of the work on the project until the contractor's/person's work on the project has been completed and accepted by the governmental entity. 3. Persons providing services on the project ("subcontractor" in §406.096)- includes all persons or entities performing all or part of the services the contractor has undertaken to perform on ihe project, regardless of whether that person contracted directly with the contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner operators, employees of any such entiry, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, 9809400_ Specs_ t 099_DO_SpecCon0( W D �.aoc S C-3 08/13/99 PART D - SPECIAL CONDITIONS or other services related to a project. "Services" does not include activities unrelated to ihe project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. B. The Contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) or all employees of the Contractor providing services on ihe project, for the duration of the project. C. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. D. If the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project, the contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. E. The Contractor shali obtain from each person providing services on a project, and provide ihe governmental entity: 1. A certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and 2. No later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. F. The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. G. The contractor shall notify the governmental entity in writing by certified mail or personat delivery, within ten (10) days after the contractor knew or should have known„ of any change ihat materially affects the provision of coverage of any person providing services on the project. H. The contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Worker's Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. I. The contractor shall contractually require each person with whom it contracts to provide services on a project, to: 1. Provide coverage, based on proper reporting on classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; 2. Provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; 3. Provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; 4. Obtain from each other person with whom it contracts, and provide to the Contractor: a. A certificate of coverage, prior to the other person beginning work on the project; and b. A new certificate of coverage showing e�ension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during ihe duration of the project. 5. Retain all required certificates of coverage on file for the duration of the project and for one year thereafter. 6. Notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and 7. Contractually require each person with whom it contracts, to perform as required by paragraphs (1)-(7), with the certificates of coverage to be provided to the person for whom they are providing services. 8. By signing this contract or providing or causing to be provided a certificate of coverage, the contractor is representing to the governmental entiry that all employees of the contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self-insured, with the commission's Division of Self-Insurance Regulation. Providing false or misieading information may subject the contractor to administrative, criminal, civil penalties or other civil actions. 9809400_Specs_1099_DO_SpecCond(WD).doc CJC-4 08/13/99 PART D - SPECIAL CONDITIONS 9. The contractor's failure to comply with any of these provisions is a breach of contract by the contractor which entitles the governmentai entity to declare the contract void if the contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. J. The contractor shall post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other Texas Worker's Compensation Commission rules. This notice must be p�inted with a titie in at least 30 point bold type and text in at least 19 point normal rype, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text, without any additional words or changes: "REQUIRED WORKER'S COMPENSATION COVERAGE" The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. This inciudes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee." Call the Texas Worker's Compensation Commission at (512) 440-3789 to receive information on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage". D-13 MINORITY AND WOMENS BUSINESS ENTERPRISE (M/WBE) COMPLfANCE In accordance with City of Fort Worth Ordinance No. 13471, as amended by Ordinance No. 13781, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. The Ordinance is incorporated in these specifications by reference. A copy of the Ordinance may be obtained from the Office of the City Secretary. Failure to comply with the ordinance shall be a material breach of contract. The MNVBE UTILIZATION FORM, M/WBE GOALS WAIVER FORM AND GOOD FAITH EFFORT FORM, as applicable, must be submitted within five (5) city business days after bid opening. Failure to comply shall render the bid non-responsive. Upon request, contractor agrees to provide the Ciry complete and accurate information regarding actual work performed by a Minority or Women Business Enterprise {M/WBE) on the contract and payment thereof. Contractor fu�ther agrees to permit an audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of acts (other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal, state, or local laws or ordinances relating to false statement. Further, any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three years. The City will consider the contractor's performance regarding its M/WBE program in the evaluation of bids. Failure to comply with ihe City's M/WBE Ordinance, or to demonstrate "good faith effort", shall result in a bid being rendered non-responsive to specifications. Contractor shall provide copies of subcontracts or co-signed letters of intent with approved M/W BE subcontractors prior to issuance of the Notice to Proceed. Contractor shall also provide monthly reports on utilization of the subcontractors to the City's M/W BE office. The Contractor may count first and second tier subcontractors and/or suppliers toward meeting the goals. The Contractor may count toward its goal a portion of the total dollar amount of the contract with a joint venture equal to the percentage of the M/WBE participation in the joint venture for a clearly defined portion of the work to be performed. All M/WBE contractors used in meeting the goals must be certified prior to the award of the Contract. The M/WBE contractor(s} must be certified by either the North Central Texas Regional Certificafion Agency (NCTRCA) or Texas Department of Transportation (TxDOT), Highway Division and must be located in the nine (9) counry marketplace at time of bid. The Contractor shall contact all such M/WBE subcontractors or suppliers prior to listing them on the MIWBE utilization or good faith effort forms as applicable. Failure to contact the listed M/WBE subcontractor or supplier prior to bid opening may result in the rejection of bid as non- responsive. Whenever a change order affects the work of an M/WBE subcontractor or suppiier, the M/WBE shall be given an opportunity to perform the work. Whenever a change order exceeds 10% of the original contract, the M/WBE coordinator shall determine the goals applicable to the work to be performed under the change order. During the term of the contract the contract shall: 1. Make no unjustified changes or deletions in it's M/WBE participation commitments submitted with or subsequent to ihe bid, and, 9809400_Specs_t 099_DO_SpecContl ( W D).doc SC-5 08/13/99 PART D - SPECIAL CONDITIONS 2. If substantial subcontracting and/or substantial supplier opportunities arise during the term of the contract which the contractor had represented he would perform with his forces, the contractor shall notify the City before subcontracts or purchase orders are let, and shall be required to comply with modifications to goa(s as determined by the City, and , 3. Submit a REQUEST FOR APPROVAL OF CHANGE FORM, if the contractor desires to change or delete any of the M/WBE subcontractors or suppliers. Justification for change may be granted for the following: a. Failure of Subcontractor to provide evidence of coverage by Worker's Compensation Insurance. b. Failure of Subconiractor to provide required general liability of other insurance. c. Failure of Subcontractor to execute a standard subcontract form in the amount of the proposal used by the Contractor in preparing his M/WBE Participation plan. d. Default by the M/WBE subcontractor or supplier in the performance of the subcontractor. Within ten (10) days aRer final payment from the City, the contractor shall provide the M/WBE Office with documentation to reflect final participation of each subcontractor and supplier used on the project, inclusive of M/W BEs. D-14 CALENDAR DAY Defete paragraph C1-1.24, in Part C-General Conditions, in its entirety and substitute the following new paragraph: C1-124 Calendar Day: A Calendar day is any day of the week or month. The Contractor will not be allowed to work on Sundays or any holidays observed by the City of Fort Worth. D-15 SUBSIDIARY WORK Any and all work specifically governed by documentary requirements for the project, such as conditions imposed by the Plans, the General Contract Documents or these Special Contract Documents, in which no specific item for bid has been provided for in the Proposal, shall be considered as a subsidiary item of work, the cost of which shall be included in the price bid in the Proposal for each bid item. Surface restoration, removal and replacement of fencing, and cleanup are general items of work which fall in the category of subsidiary work. D-16 WAGE RATES The labor classifications and minimum wage rates set forth herein have been predetermined by the City Council of the City of Fort Worth, Texas, in accordance with statutory requirements, as being the prevailing classifications and rates that shall govern on all work performed by the Contractor or any Subcontractor on the site of the project covered by these Contract Documents. In no event shall less than the following rates of wages be paid. 9809400_Specs_ 1099_ DO_SpecCond( W D).doc S C-6 08/13/99 PART D - SPECIAL CONDITIONS CITY OF FORT WORTH HIGHWAY CONSTRUCTION PREVAILING WAGE RATE FOR 1999 CLASSIFICATION Air Tool Operator Asphalt Raker Asphalt Shoveler Batching Plant Weigher Carpenter Concrete Finisher (Paving) Concrete Finisher (Structures) Concrete Rubber Eleclrician Flagger Form Builder (Structures) Form Liner Form Setter (Pav & Curb) Form Setter (Structures) Laborer, Common Laborer, Utility Mechanic Oiler Servicer Painter (Structures) Pipelayer Blaster POWER EQUIPMENT OPERATORS Asphalt Distributor Operator Asphalt Paving Machine Broom or Sweeper Operator Bulldozer Concrete Curing Machine Concrete Finishing Machine Concrete Paving Joint Machine Concrete Paving Joint Sealer Concrete Paving Saw D-17 EASEMENTS AND PERMITS RATE $9.00 $9.55 $8.80 $11.51 $10.30 $10.50 $9.83 $8.84 $15.37 $7.55 $9.83 $9.00 $9.24 $9.09 $7.32 $8.94 $12.68 $10.17 $9.41 $11.00 $8.98 $11.50 $1029 $10.30 $8.72 $10.74 $9.25 $11.'13 $10.42 $9.00 $10.39 CLASSIFICATION Concrete Paving Spreader Slipform Machine Operator Crane, Clamsheli, Backhoe, Derrick, Dragline, Shovel Foundation Drill Operator (Crawler Mounted) Foundation Drill Operator (Truck Mounted) Front End Loader Milling Machine Operator Mixer Motor Grader Operator (Fine Grade) Motor Grader Operator Pavement Marking Machine Roller, Steef Wheel (Piant-Mix Pavements) Roller, Steel Wheel (Other Flalwheel or Tamping) Roller, Pneumatic Self-Propelled Scraper Scraper Tractor - Crawler Type Tractor - Pneumatic Traveling Mixer Wagon-Drill, Boring Machine Reinforcing Steel Setter (Paving) Reinforcing Steel Setter (Structures) Steel Worker - Structural Spreader Box Operator Work Zone Barricade Truck Driver - Single Axle (Light) Truck Driver - Single Axle (Heavy) Truck Oriver - Tandem Axle (Semi-Trailer) Truck Driver - �owboy/Float Truck Driver - Transit Mix Truck Driver - Winch Vibrator Operator - Hand Type Welder RATE $10.50 $9.92 �11.04 $10.00 $11.83 $9.96 38.62 $10.30 $11.97 $10.96 $7.32 $9.06 �8.59 38.48 59.63 $10.58 �9.15 $8.83 $12.00 � 13.21 $13.31 514.80 $10.00 $7.32 $8.965 $9.02 $8.77 � 10.44 $9.47 59.00 $7.32 $11.57 The performance of this contract requires certain temporary construction, right-of-entry agreements, and/or permits to perform work on private property. The Ciry has attempted to obtain the temporary construction and/or right-of-entry agreements for properties where construction activiry is necessary on Ciry owned facilities, such as sewer lines or manholes. For locations where the Ciry was unable to obtain the easement or right-of-entry, it shall be the Contractor's responsibility to obtain the agreement prior to beginning work on subject property. This shall be subsidiary to the contract. The agreements which the Ciry has obtained are available to the Contractor for review by contacting the plans desk at the Department of Engineering, City of Fort Worth. Also, it shall be the responsibility of the Contractor to obtain written permission from property owners to perform such work as cleanout repair and sewer service replacement on private property. Contractar shall adhere to all requirements of Paragraph C6-6.10 of the General Contract Documents. The Contractor's attention is directed to the agreement terms along with any special conditions that may have been imposed on these agreements, by the property owners. The easemenis and/or private property shail be cleaned up after use and restored to its original condition or better. In event additional work room is required by the Contractor, it shall be the Contractor's responsibiliry to obtain written permission from the property owners involved for the use of additional property required. No additional payment will be allowed for this item. The City has obtained the necessary documentation for railroad and/or highway permris required for construction of this project. The Contractor shall be responsible for compiying with all provisions of such permits and shall pay any and all costs associated with the permit(s). It is the Contractor's responsibility to provide the required flagmen and/or provide payment to the appropriate railroad/agency for all flagmen during construction in railroad/agency right-of-way. Any and al! costs associated with compliance with permits(s) including payment for flagmen shaii be subsidiary to the project price. No additional payment will be allowed for this item. 9809400_Specs_ 7 099_DO_SpecCond ( W D�Aoc S C-7 0S/13/99 PART D - SPECIAL CONDITIONS D-18 COORDINATION WITH FORT WORTH WATER DEPARTMENT During the construction of this project, it will be necessary to deactivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. D-19 DAMAGE TO PRIVATE PROPERTY The Contractor shail immediately repair or replace any damage to private property, including but not limited to fences, walls, pavement and water and sewer services, at no cost to the Owner. This shall be subsidiary to the contract and not a separate pay item. D-20 SHOP DRAWINGS Shop drawings shall be submitted by the Contractor to the Construction Engineer, for all equipment and materiais for this project. Contractor shall submit seven (7) copies of shop drawings, layouts, manufacturer's data and material schedules as may be required by the Engineer for his revlew. Such review by the Engineer shall include checking for general conformance with the design concept of the project and general compliance with information given in the General Contract Documents. I�dicated action by the Engineer, which may result from his review, shall not constitute concurrence with any deviation from the plans and specifications unless such deviations are specifically identified by the method described below, and furtner shall not relieve the Contractor of responsibifity for errors or omissions in the submitted data. Processed shop drawing submittal are not change orders. The purpose of submittals, by the Contractor, is to demonstrate that the Contractor understands the design concepi, and that he demonstrates his understanding by indicating which equipment and materials he intends to furnish and install, and by detailing the fabrication and installation methods he intends to use. If deviations, discrepancies or conflicts between submittals and the design drawings and/or specifications are discovered, either prior to or after submittals are processed, the design drawings and specifications shall govern. The Contractor shall be responsible for all dimensions which are to be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of other trades and satisfactory performance of his work. The Contractor shall check and verify all measurements and review submittals prior to being submitted, and sign or initiai a statement included with the submittal, which signifies compiiance with the plans and specifications and dimensions suitable for the application. Any deviation from the specified criteria shall be expressly stated in writing in the submittal. Shop drawings shall be submitted for the foliowing items prior to installation: 1. All pipe 2. Reinforced steel fabrication for structures 3. Cast Iron structural appurtenances Shop drawings must be approved by the Engineer prior to the start of work. D-21 CROSSING OF EXISTING UTILITIES W here a proposed water line crosses over a sanitary sewer or sanitary sewer service line and/or proposed sewer line crosses over a water line and the clear vertical distance is less than 9 feet barrel to barrel, the sanitary sewer or sanitary sewer service line shall be made water tight or be constructed of ductile iron pipe. The required length of replacement shall be determined by the Engineer. The material for sanitary sewer mains and sanitary sewer laterals shall be Class 51 Ductile Iron Pipe with polyethylene wrapping. The material for sanitary sewer service lines shall be extra strength cast iron soil pipe with polyethylene wrapping. Adapter fittings shall be a urethane or neoprene coupling ASTM C-425 with series 300 stainless steel compression straps. Payment for work such as backfill, fittings, tie-ins and all other associated appurtenances required, shall be included in the linear foot price of the appropriate bid item. D-22 EXISTING UTILITIES AND IMPROVEMENTS The plans show the locations of all known surface and subsurface structures. However, the Owner assumes no responsibility for failure to show any or all of these structures on the Plans, or to show them in their exact location. It is mutualiy agreed that such failure shall not be considered sufficient basis fo� claims for additional compensation for extra work or for increasing the pay quantities in any manner whatsoever. The Contractor shall be responsible for verifying the locations of and protecting all existing uti{ities, service Iines, or other property exposed by his construction operations. Contractor shall make all necessary provisions for the support, protection, relocation, and/or temporary relocation of all utility poles, gas lines, telephone cables, utility services, water mains, sanitary sewer Ifnes, electrical cables, drainage pipes, and all other utilities and structures both above and below ground during construction. The Contractor is liable for all damages done to such existing facilities as a result of his operations and any and 9809400_Specs_ 1099_DO_SpecConG( W D).doc SC-8 08/13/99 PART D - SPECIAL CONDITIONS all cost incurred for the protection and/or temporary relocation of such facilities shall be included in the cost bid per linear foot of pipe installed. NO ADDITIONAL COMPENSATION WILL BE ALLOWED. Where existing utilities or service lines are cut, broken or damaged the Contractor shall repiace or repair the utilities or service lines with the same type of original material and construction, or better, unless otherwise shown or noted on the plans, at his own cost and expense. The Contractor shall immediate{y notify the Owner of the damaged utility or service line. He shall cooperate with the Owners of all utilities to locate existing underground facilities and notify the Engineer of any conflicts in grades and alignment. Any and all permanent structures such as parking lot surface, fencing, and like structures shall be replaced at no cost to the City by material of equal value and quality as that damaged. In case it is necessary to change or move the property of any Owner of a public utility, such property shall not be moved or interfered with untii ordered to do so by the Engineer. The right is reserved to the owner of public utilities to enter upon the limits of the project for the purpose of making such changes or repairs of their property that may be made necessary by performance of this contract. The utility lines and conduits shown on the plans are far {ntormation only and are not guaranteed by the City of the Engineer to be accurate as to extent, location, and depth; they are shown on the plans as the best information available at ihe time of design, from the owners of the utilities involved and from evidences found on the ground. D-23 CONSTRUCTION TRAFFIC OVER PIPELINES It is apparent that certain construction vehicles could exceed the load bearing capacity of the pipe under shallow bury conditions. It will be the responsibility of the Contractor to protect both the new line and the existing lines from these possibly excessive loads. The Contractor shall not, at any time, cross the existing or new pipe with a truck delivering new pipe to the site. Anv damaqe to the existing or new pipe will be repaired or replaced by the Contractor, at the Contractor's expense, to the satisfaction of the City. In locations where it is not permissible to cross the existing or proposed pipes without additional protection the Contractor may elect to provide additional protection of the pipes so that more frequent crossings of the pipes are allowed. It still is, however, ihe responsibility of the Contractor to repair any damage to the existing or proposed lines, if the damage results from any phase of his construction operation. D-24 TRAFFIC CONTROL The Contractor shafl be responsible for providing traffic control during the construction of this project consistent with the provision set forth in the "1980 Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways," codified as Article 6701d Vernon's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. In addition, the Contractor shall comply with City of Fo�t Worth, Texas, February 1979, Traffic Control Handbook for Construction and Maintenance Work Areas. The Contractor will not remove any regulatory sign, instructional sign, street name sign or other sign which has been erected by the City. If it is determined that a sign must be removed to permit required construction, the Contractor shall contact ihe Transportation/Public Works Department, Signs and Markings Division, (Phone Number 871-8100} to remove the sign. In the case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above-referenced manual and such temporary sign must be installed prior to the removal of the permanent sign. if the temporary sign is not installed correctly or if it does not meet the required specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that the permanent sign can be reinstalled, the Contractor shall again contact the Signs and Markings Division to reinstall the permanent sign and shall leave his temporary sign in place until such retnstallation is completed. 1. The Contractor shall furnish barricades, flares, etc., for the protection of the public and the work. 2. The cost of the traffic control shall be included in the price bid for pipe complete in place as bid in the Proposal, and no other compensation will be allowed. 3. The Contractor shall furnish a traffic control plan to the City at the pre-construction meeting. The cost for traffic control shall be subsidiary to the unit prices for this project. D-25 PAYMENT Payment for all work and material involved in salvaging, abandoning, and/or removing of existing facilities shall be included in the linear foot bid price of the pipe except as follows: 1. Separate payment wifl be made for removal of all fire hydrants, gate valves 16-inch and larger, and sanitary sewer manholes regardless of location. 9809400_Specs_7099_DO_SpecCond(W D).doc SC-9 OS/13/99 PART D - SPECIAL CONDITIONS 2. Payment wiil be made for salvaging, abandoning, and/or removing of all other existing facilities when said faciliry is not being replaced in the same trench, i.a., when removal requires a separate trenching operation. D-26 DELAYS The Contractor shall receive no compensation for delays or hindrances to the work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. When such extra compensation is ctaimed, a written statement thereof shall be presented by the Contractor to the Engineer, and if by him found correct, shall be approved and referred by him to the Council for final approval or disapproval; and the action thereon by the Council shall be final and binding. If delay is caused by specific orders given by the Engineers to stop work, or by the performance of exira work, or by the failure of the Cfty to provide material or necessary instructions for carrying on the work, then such delay will entitle the Contractor to an equivalent extension of time, his appiication for which shall, however, be subject to the approval of the City Council; and no such extension of time shall release the Contractor or the surery on his performance bond from aU his obligations hereunder which shall remain in full force until the discharge of the contract. D-27 DETOURS The Contractor shal! prosecute his work in such a manner as to create a minimum of interruption to tra�c and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the project area. D-28 BARRICADES AND WARNING SIGNS Barricades, warning and detour signs shal! conform to the Standard Specifications "Barriers and Warning and/or Detour Signs," Item 524, and/or as shown on the plans. Construction signing and barricades shall conform with "1980 Texas Manual on Uniform Traffic Control Devices, Vol. No. 1" or latest edition there of. D-29 EXAMINATION OF SITE It shal! be the responsibility of the prospective bidder to visit the project site and make such examinations and explorations as may be necessary to determine all conditions which may affect construction of this project. Particular attention should be given to methods of providing ingress and egress to adjacent private and public properties, procedures for protecting existing improvements and disposition of all materials to be removed. Proper consideration should be given to these details during the preparation of the Proposal and all unusual conditions which may give rise to later contingencies should be brought to the attention of the Owner prior to the submission of the Proposal. D-30 ZONING COMPLIANCE During the construction of this project, the Contractor shall comply with present zoning requirements of the City of Fort Worth in the use of vacant property for storage purposes. D-31 WATER FOR CONSTRUCTION Water for construction will be furnished by the Contractor at his own expense. D-32 WASTE MATERIAL All waste material shall become the property of the Contractor and shall be disposed of by the Contractor at locations approved by the Engineer. All material shall be disposed of in such a manner as to present a neat appearance and to not obstruct proper drainage or to cause injury to street improvements or to abutting property. D-33 CLEANUP FOR FINAL ACCEPTANCE Final cfeanup work shall be done for this project as soon as all construction has been completed. No more than seven days shall elapse after completion of construction before the roadway, right-of-way, or easement is cleaned up to the satisfaction of the Engineer. The Contractor shalf make a final cleanup of all parts of the work before acceptance by the City of Fort Worth or its representative. This cleanup shall include removal of all objectionable rocks, pieces of asphaft or concrete and other construction materials, and in general preparing the site of the work in an orderly manner and appearance. Final acceptance of the completed project work shall be given by the City of Fort Worth Department of Engineering. D-34 PROPERTY ACCESS Access to adjacent property shall be maintained at all times unless otherwise directed by the Engineer. 9809400_Specs_1099_DO_SpecCond(W D).doc SC-10 08/13/99 PART D - SPECIAL CONDITIONS D-35 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK Prior to executing the Contract, it shall be the responsibilrty of the Contractor to furnish a schedule outlining the anticipated time for each phase of construction with starting and completion dates, including sufficient time being allowed for cleanup. D-36 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES The following procedures will be followed regarding the subject item on this contract: 1. A warning sign not less than five inches by seven inches, painted yellow with black letters that are legible at twelve feet shall be placed inside and outside vehicles such as cranes, derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus. The warning sign shall read as follows: "WARNING - UNLAWFUL T0 0PERATE THIS EQUIPMENT WITHIN S1X FEET OF HIGH VOLTAGE LINES." 2. Equipment that may be operated within ten feet of high voltage lines shall have insuiating cage-rype of guard about the boom or arm, except back hoes or dippers, and insulator links on the lift hook connections. 3. When necessary to work within six feet of high voltage electric lines, notification shall be given the power company (Texas Utiliry Electric) who will erect temporary mechanical barriers, de-energize the lines, or rarse or lower the lines. The work done by the power company shall noi be at the expense of the City of Fort Wo�th. The notifying department shali maintain an accurate log of all such calls to Texas Utiliry Electric, and shall record action taken in each case. 4. The Contractor is required to make arrangements with the Texas Electric Service company for the temporary relocation or raising of high voltage lines at the Contracto�'s sole cost and expense. 5. No person shall work within six feet of a high voltage line without protection having been taken as outlined in Paragraph (3). D-37 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS The Contractor covenants and agrees to indemnify, hold harmless and defend the City, and their officers, agents servants or employees, and/or owners of the units and lot abutting the units in this contract from and against any and all claims for damages or injuries, including death, to any and all persons or property, of whatsoever kind of character, whether real or asserted, arising out of or incident to the services relating to the project to be performed by said Contractor, its officers, agents, servants or employees, under the terms and conditions of this Contract, whether or not caused by negligence on the part of the City, or their officers, agents, servanis or employees; and said Contractor does hereby covenant and agree to assume all liability and responsibiliry of City for injuries, claims or suits for damages to any and all persons or property, of whatsoever kind or character, occurring during the term of this agreement and arising out of or by reason of service, covenants or agreements performed by said Contractor, its officers, agenis, servants or employees. Contractor likewise covenants and agrees to, and does hereby, indemnify and hold harmless the City from and against any and all injuries or damages to property of City during the performance of any of ihe terms and conditions of this Contract, whether arising out of or in connection with or resulting from any and all acts or omissions of the City, their officers, agents, servants, or employees, or caused by negligence on the part of City, or their officers, agents, servants employees and/or owners of the units and lots abutting the units in this contract. In the event a written claim for damages against the Coniractor remains unsettled at the time all work on the project has been completed to the satisfaction of the Director for the Department of Engineering, as evidenced by a final inspection, final payment to the Contractor shall not be recommended by the Director of Department of Engineering for a period of 30 days after the date of such final inspection, unless the Contractor shall submit written evidence satisfactory to the Director that ihe claim has been settled and a release has been obtained from the claimant involved. Although the claim concerned remains unsettled as of the expiration of the above 30-day period, the Contractor may be deemed to be entitled to a semi-final payment for work completed, such semi-final payment to be in an amount equal to the total dollar amount then due less the dollar va{ue of any written claims pending against the Contractor arising out of the performance of such work, and such semi-final payment may then be recommended by the Director. The Director shall not recommend final payment to a Contractor against whom such a claim for damages is outstanding for a period of six months following the date of the acceptance for the work performed unless the Contractor submits evidence in writing satisfactory to the Direcior that: 1. The claim has been settled and a release has been obtained from the claimant involved, or 2. Good faith efforts have been made to settle such outstanding class, and such good faith efforts have failed. If condition (1). above is met at any time within the six-month period, the Director shall recommend that the final payment to the Contractor be made. If condition (2) above is met at any time within the six-month period, ihe Director may recommend 9809400_Specs_ 1099_ DO_SpecCond( W D).doc SC-11 08/13/99 �i PART D - SPECIAL CONDITIONS that the final payment to the Contractor be made. At the expiration of the six-month period, the Director may recommend that final payment be made if all other work has been performed and all other obligation of the Contractor have been met to the satisfaction of the Director. The Director may, if he deems it appropriate, refuse to accept bids on other Department of Engineering contract work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City contract or under a developer-let contract for City of Fort Worth street and/or storm drainage facilities. D-38 SANITARY FACILITIES FOR WORKERS The Contractor shall provide all necessary sanitary conveniences for the use of workers at the project site. Speci�ic attention is directed to this requirement. D-39 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC The Contractor's particular attention is directed to the requirements of Item C-6-6, "Legal Relations and Responsibilities to the Public" of the Fort Worth General Conditions. D-40 RIGHT TO AUDIT A. Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this contract have access to and the right to examine and photocopy any darectly pertinent books, documents, papers and records of the Coniractor involving transactions relating to this contract. Contractor agrees that the City shall have access during normal working hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this section. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor fu�ther agrees to include in afl its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, under the expiration of three (3) years after final payment under the subcontract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of such subcontractor, involving transactions to the subcontract, and further, that Ciry shall have access during normal working hours to all subcontractor facilities, and shall be provided adequate and appropriate work space, in order to conduct audits in compliance with the provisions of this article together with subsection (c) hereof. City shall give subcontractor reasonable advance notice of intended audits. C. Contractor and subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of copies as follows: 1. copies and under - 10 cents per page 2. more than 50 copies - 85 cents for the first page plus fifteen cents for each page the�eafter D-41 INCREASE OR DECREASE IN QUANTITIES The quantities shown in the proposal are approximate. It is the Contractor's sole responsibility to verify all pay item quantities prior to submitting a bid. When the quantity of the work to be done or materials to be furnished under any pay item of the contract is more than 125% of the quantity stated in the contract, whether stated by Owner or by Contractor, then either party to the contract, upon demand, shall be entitled to negotiate for revised consideration on the portion of work above 125% of the quantity in the contract. When the quantiry of the work to be done or materials to be furnished under any pay item of the contract is less than 75°/a of the quantity stated in the contract, whether stated by Owner or by Contractor, then either party to the contract, upon demand, shall be entitled to negotiate for revised consideration on the po�tion of work below 75% of the quantity stated in the contract. This paragraph shall not apply in the event Owner deletes a pay item in its entirety from this coniract. In the event Owner and Contractor are unable to agree on a negotiated price, Owner and Contractor agree that the consideration will be the actual field cost of the work plus 15% as described herein below, agreed upon in writing by the Contractor and Director of Department of Engineering and Contractor and Director of Department of Engineering and approved by the City Council after said work is completed, subject to all other conditions of the contract. As used herein, field cost of the work will include the cost of all workmen, foremen, time keepers, mechanics and laborers; all materials, supplies, trucks, equipment rental for such time as actually used on such work only, plus all power, fuel, lubricants, water and simifar operating expenses; and a ratable portion of premiums on performance and payment bonds, public liability, Workers Compensation and all other insurance required by law or by ordinance. The Director of Department of Engineering will direct the form in which the accounts of actual field cost will be kept and will recommend in writing the method of doing the work and 9809400_Specs_ 7 099_DO_SpecCond( W D�.aoc S C-12 08/13/99 PART D - SPECIAL CONDITIONS the type and kind of equipment to be used, but such work will be performed by the Contractor as an independent Contractor and not as an agent or employee of the Ciry. The 15% of the actual field cost to be paid to the Contractor shall cover and compensate him for profit, overhead, general supervision and field office expense, and all other elements of cost and expense not embraced within the actual field cost as herein specified. Upon request, the Contractor shall provide the Director of Oepartment of Engineering access to all accounts, bilis and vouchers relating thereto. D-42 CUTTING OF CONCRETE When existing concrete is cut, such cuts shall be made with a concrete saw. All sawing shall be subsidiary to the unit cost of the respective item. D-43 PROJECT DESiGNATION SIGN Project signs are required at all locations. It shall be in accordance with the attached Figure 30 (dated 9-18-96). The signs may be mounted on skids or posts. The exact locations and methods of mounting shall be approved by the Engineer. in addition to the 4' x 8' project signs, project signs shall be attached to barricades used where manhole rehabilitation or replacement is being conducted. Signs suspended from barricading shall be placed in such a way that signs do not interfere with refiective paint or coloring on the barricades. Barricade signs shall be in accordance with Figure 30, except that they shall be 1'-0" by 2'-0" in size. The information box shall have the foliowing information: For Questions on this Project Call: (817)871-8306 M-F 7:30 am to 4:30 p.m. or (817)871-8300 Nights and Weekends Any and all cost for the required materials, labor, and equipment necessary for the furnishing of Project Signs shall be considered as a subsidiary cost of the project and no addifional compensation will be allowed. D-44 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMEN7 At locations in the project where mains are required to be placed under existing sidewalks and/or driveways, such sidewalks and/or driveways shall be completely replaced for the full existing width, between existing construction or expansion joints with 3000 psi concrete with reinforcing steel on a sand cushion in accordance with City of Fort Worth Transportation/Public Works Department Standard Specifications for Construction, Item 504. At locations where mains are required to be placed under existing curb and gutter, such curb and gutter shall be replaced to match type and geometry of the removed curb and gutter shall be installed in accordance with City of FoR Worth Publlc Works Department Standard Specification for Construction, Item 502. Payment for cutting, backfill, concrete, forming materials and all other associated appurtenances required, shall be included in the square yard price of the bid item for concrete sidewalk or driveway repair. D-45 MISCELLANEOUS PLACEMENT OF MATERIAL Material has been allocated under various bid items in the Proposal to establish unit prices for miscellaneous placement of material. These materials shall be used oniy when directed by the Engineer, depending on field conditions. Payment for miscellaneous placement of material wilf be made for only that amount of material used, measured to the nearest one-tenth unit. Payment for miscellaneous placement of material shali be in accordance with the General Contract Documents regardless of the actual amount used for the project. D-46 TYPE "C" BACKFILL Excavated material used for Type "C" backfill must be mechanically compacted unless the Contractor can furnish the Engineer with satisfactory evidence the P.I. of the excavated material is less then 8.' Such evidence shall be a test report from an independent testing laboratory and must include representative samples of soils in all involved areas, with a map showing the location and depth of the various test holes. If excavated material is obviously granular in nature, containing little or no plastic material, the Engineer may waive the test report requirement. See E-1.24, Type "C" Backfill, and E2.11 Trench Backfill." ` Revised 3/20l81 " Revised 4/20/81 9809400_Specs_t099_OO_SpecConG(WD)tloc SC-1 3 08/13/99 PART D - SPECIAL CONDITIONS D-47 CRUSHED LIMESTONE BACKFILL Where specified on the plans or directed by the Engineer, Crushed Limestone shall be used for trench backfill on this project. The material shall conform to Public Works Standard Specifications for Street and Storm Drain Construction Division 2 Item 208.2 - Materials and Division 2 Item 208.3 - Materials Sources. Trench backfill and compaction shall meet the requirements of E2-2 Excavation and Backfill, Construction Specifications, General Contract Documents. Payment for crushed limestone backfill in place shall be made at the unit price bid in the Proposal multiplied by the quantiry of material used measured in accordance with E2-2.16 Measurement of Backfill Materials, Construction Specsfications, General Contract Documents. D-48 2:27 CONCRETE Transportation and Public Works Department rypical sections for Pavement and Trench Repair for Utility Cuts Figures 1 through 5 refer to using 2:27 Concrete as base repair. Since this call-out includes the word "concrete", the consistent interpretation of the Transportation and Public Works Department is that this ratio specifies two (2) sacks of cement per cubic yard of concrete. D-49 TRENCH EXCAVATION, BACKFILL, AND COMPACTION Trench excavation and backfili under parking lots, driveways, gravel su�fiaced roads, within easements, and within existing or future R.O.W. shall be in accordance with Section E1-2 Backfill and E2-2 Excavation and Backfill of the General Contract Documents and Specifications except as specified herein. A. TRENCH EXCAVATION: In accordance with Section E2-2 Excavation and Backfill, if the stated maximum trench widths are exceeded, either through accident or otherwise, and if the Engineer determines that the design loading of the pipe will be exceeded, the Contractor will be required to support the pipe with an improved trench bottom. The expense of such remedial measures shall be entirely the Contractor's own. All trenching operations shall be confined to the width of permanent rights-of-way, permanent easements, and any temporary construction easements. All excavation shall be in strict compliance with the Trench Safery Systems Special Condition of this document. TRENCH BACKFILL: Trenches which lie outside of existing or future pavement shall be backfilled above the top of the embedment materiaf with Type "C" backfill material. Excavated material used for Type "C" backfill must be mechanically compacted unless the Contractor can furnish the Engineer with satisfactory evidence that the P.I. of the excavated material is less than 8. Such evidence shall be a test report from an independent testing laboratory and must inciude representative samples of soils in all involved areas, with a map showing the location and depth of the various test holes. �f excavated material is obviously granular in nature, containing little or no plastic material, the Engineer may waive the test report requirement. See E1-2.3, Type "C" or "D" Backfill, and E2-2.11 Trench Backfill for additional requiremenis. When Type "C" backfill material is not suitable, at the direction of the Engineer, Type "B" backfill material shall be used. In general, all backfill material for trenches in existing paved streets shall be in accordance with Figure(s) A, B, C, or D. Sand material specified in Ffgure(sj A-D shall be obtained from an approved source and shall consist of durable particles free of thin or elongated pieces, lumps of clay, soil, loam or vegetable matter and shall meet the following gradation: Size Sieve % Retained #4 0-5 # 16 0-20 #50 0-50 #100 60-95 #200 90-100 (P.I. = 8 or less) C. TRENCH COMPACTION: All trench backfill shall be placed in lifts per E2-2.9 Backfill. Trenches which lie outside existing or future pavements shall be compacted to a minimum of 90% Standard Proctor Density (A.S.T.M. D698) by means of tamping only. Trenches which lie under existing or future pavement shall be backfilled per Figura A with 95% Standard Proctor Density by jetting, mechanical tamping, or a combination of inethods. Backfill material to be mechanically tamped must be within +-4% of its optimum moisture content. The top two (2) feet of sewer line trenches and the top eighteen (18) inches of water line may be rolled in with heavy equipment tires, provided it is placed in lifts appropriate to the material being used and the operation can be performed without damage to the installed pipe. The City, at its own expense, will perform trench compaction tests per A.S.T.M. standards on all trench backfill. Any retesting required as a result of failure to compact the backfill material to meet the standards will be at the expense of the Contractor and will be billed at ihe commercial rates as determined by the City. These soil density tests shall be 9809400_Specs_ 1099_DO_SpecCand ( W D). doc S G 14 08/13/99 PART D - SPECIAL CONDITIONS performed at two (2) foot vertical intervals beginning at a level two (2) feet above the top of the installed pipe and continuing to the top of the completed backfill at intervals along the trench not to exceed 300 linear feet. The Contractor will be responsible for providing access and trench safety system to the level of trench backfill to be tested. No extra compensation will be allowed for exposing the backfill layer to be tested or providing trench safety system for tests conducted by the City. D. MEASUREMENT AND PAYMENT: Ail material, including any and all Type "B" backfill, and labor costs of excavation and backfill will be included in the price bid per linear foot of water and sewer pipe. Q-50 PAVEMENT REPAIR (E2-19Z The unit price bid under the appropriate bid item of the proposal shall cover all cost for providing pavement repair equal to or superior in composition, thickness, etc., to existing pavement as detailed in the Public Works Department typical sections for Pavement and Trench Repair for Utility Cuts, Figures 1 through 5. All required paving cuts shall be made with a concrete saw in a true and straight line on both sides of the trench, a minimum of twelve (12) inches outside the trench walls. The trench shall be backfilled and the top nine (9) inches shall be filled with required materials as shown on paving details, compacted and level with the finished street surface. This finished grade shall be maintained in a serviceable condition until the paving has been replaced. All residentia! driveways shall be accessible at night and over weekends. It has been determined by the Transportation and Public Works Department that the strip of existing HMAC pavement between the existing gutter and the edge of the trench pavement repair will not hold up if such strip of existing pavement is two (2) feet or less in width. Therefore, at the locations in the project where the trench wall is three (3) feet or less from the lip of the existing gutter, the Contractor shall be required to remove the existing paving to such gutter. The pavement repair shall then be made from a minimum distance of twelve (12) inches outside the trench wall nearest the center of the street to the gutter line. The pavement shall be replaced within a maximum of five (5) working days, providing job placement conditions will permit repaving. If paving conditions are not suitable for repaving, in the opinion of the Owner, the repaving shall be done at the eartiest possible date. A permit must be obtained from the Department of Engineering Construction Services Sectton by the Contractor in conformance with Ordinance No. 3449 and/or Ordinance No. 792 to make utility cuts in the street. The Department of Engineering will inspect the paving repair after construction. This permit requirement may be waived if work is being done under a Performance Bond and inspected by the Department of Engineering. D-51 TRENCH SAFETY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLY A. GENERAL: This specification covers the trench safety requirements for all trench excavations exceeding depth of five (5) feet in order to protect workers from cave-ins. The requirements of this item govern all trenches for mains, manholes, vaults, service lines, and all other appurtenances. The design for the trench safety shall be signed and sealed by a Registered Professional Engineer licensed in Texas. B. STANDARDS: The latest version of the U.S. Department of Labor, Occupational Safety and Health Administration Standards, 29 CFR Part 1926, Sub-Part P- Excavations, are hereby made a part of this specification and shall be the minimum governing requirements for trench safery. C. DEFINITIONS: � 1. TRENCHES - A trench is referred to as a narrow excavation made below the surface of the ground in which the depth is greater than the width, where the width measured at the bottom is not greater than fifteen (15) feet. 2. BENCHING SYSTEM - Benching means excavating the sides of a trench to form one or a series of horizontal level or steps, usualiy with vertical or near-vertical surfaces between levels. 3. SLOPING SYSTEM - Sloping means excavating to form sides of a trench that are inclined away from the excavation. 4. SHIELD SYSTEM - Shields used in trenches are generally referred to as "trench boxes" or "trench shields". Shield means a structure that is able to withstand the forces imposed on it by a cave-in and protect workers within the structure. Shields can be permanent structures or can be designed to be portable and move along as the work progresses. Shields can be either pre-manufactured or job-built in accordance with OSHA standards. 5. SHORING SYSTEM - Shoring means a structure such as a metal hydraulic, mechanical or timer system that supports the sides of a trench and which is designed to prevent cave-ins. Shoring systems are generally comprised of cross-braces, vertical raiis, (uprights), horizontal rails (wales) and/or sheeting. 9809400_Spea_ t 099_ DO_SpecCond ( W D). doc S C-15 08/13/99 PART D - SPECIAL CONDITIONS 6. MEASUREMENT - Trench depth is the vertical measurement from the top of the existing ground to the bottom of the pipe or structures. The quantity of trench safety systems shall be based on the linear foot amount of trench depth greater than five (5) feet. 7. PAYMENT - Payment shall be full compensation for safery system design, labor, tools, materials, equipment and incidentals necessary for the installation and removal of trench safery systems. D-52 SANITARY SEWER MANHOLES A. GENERAL: The installation, replacement, and/or rehabilitation of sanitary sewer manholes wilt be required as shown on the plans, and/or as described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. All manholes shall be in accordance with sections E1-14 Materials for Sanitary Sewer Manholes, Vaive Vaults, Etc., and E2-14 Vault and Manhole Construction of the General Contract Documents and Specifications, unless amended or superseded by requirements of this Special Condition. 1. CONCRETE COLLARS: Concrete collars will be required on all manholes specified as per Figure 121. 2. WATERTIGHT MANHOLE INSERTS: Watertight gasketed manhole inserts shall be installed in all sanitary sewer manholes. Inserts shali be constructed in accordance with Fort Worth Water Department Standard E100-4 and shall be fitted and installed according to the manufacturer's recommendations. Stainless Steel manhole inserts shall be required for all pipe diameters 18" and greater. 3. LIFT HOLES: All lift holes shall be plugged with a pre-cast concrete plug. The lift hole shall be sealed on the outside of the manhole with Ram-Nek or an approved equal sealant. The lift hole shall be sealed on the inside of the manhole with quick setting cement grout. 4. FINAL RIM ELEVATIONS: Manhole rims in parkways, lawns and other improved lands shall be at an elevation not more than one (1) nor less than one-half (1/2) inch above the surrounding ground. Backfill shall provide a uniform slope from the top of manhole casting for not less than three (3) feet each direction to existing finish grade of the ground. The grade of all surfaces shall be checked for proper slope and grade by string lining the entire area regartled near the manhole. Manholes in open fields, unimproved land, or drainage courses shall be at an elevation shown on the drawings or minimum of 6 inches above grade. 5. MANHOLE COVERS: All lids shall have pick slots in lieu of pick holes. Manhole frames and covers shall be McKinley, Type N, with indented top design, or equal, with pick slots. Covers shall set flush with the rim of the frame and shall have no larger than 1/8 inch gap between the frame and cover. Bearing surFaces shall be machine finished. Locking manhole lids and frames will be restricted to locations within the 100-year floodplain and areas specifically designated on the plans. Certainteed Ductile Iron Manhole Lids and Frames are acceptable for use where locking lids are specified. 6. SHALLOW CONE MANHOLES: Shallow manhole construction will be used when manhole depth is four (4) feet or less. All shallow cone manholes shall be built in accordance with Figure 105. All shallow cone manholes shall have a cast iron lid and frame with pick slots. NOTE: MANHOLES PER FIGURE 106 WILL NOT BE ALLOWED. 7. MANHOLE STEPS: No manhole steps are to be installed on any sanitary sewer manhole. 8. EXTERIOR SURFACE COATING: Exterior surfaces of all manholes shall be coated with two mop coats of coaf tar epoxy, Koppers "Bitumastic Super Service Black" Tnemec "46-450 Heavy Tnemecol," or equal to, a minimum or 14 mils dry fiim thickness. 9. MANHOLE JOINT SEALING: All interior and/or exterior joints on concrete manhole sections constructed for the Ciry of Fort Worth Water Department, excluding only the joints using a trapped type performed O-ring rubber gasket shall require Bitumastic joint sealants as per Figure M. This sealant shall be pre-formed and trowelable Bitumastic as manufactured by Kent-Seal, Ram-Nek, E-Z Stick, or equal. The joint sealer shall be supplied in either extruded pipe form or suitable cross-sectional area or flat-tape and shall be sized as recommended by the manufacturer and approved by ihe Engineer. The joint sealer shall be protected by a suitable removable wrapper and shall not in any way depend on oxidation, evaporation, or any other chemical action for either its adhesive properties or cohesive strength. The Joint sealer shall remain totally flexible without shrinking, hardening, or oxidizing regardless of the length of time it is exposed to the elements. The manufacturer shall furnish an affidavit attesting to the successful use of the product as a pre-formed flexible joint sealant on concrete pipe and manhole sections for a period of at least five years. 9809400_Specs_ � 099_DO_SpecCond( W O).dac S C-16 08/13/99 PART D - SPECIAL CONDITIONS B. EXECUTION: INSTALLATION OF JOINT SEALANT: Each grade adjustment ring and manhole frame shall be sealed with the above specified materials. All surfaces to be in contact with the joint sealant shall be thoroughly cleaned of dirt, sand, mud, or other foreign matter. A primer shall be applied to all surfaces prior to installing the joint sealant in accordance with the recommendations by the manufacturer. The protective wrapper shali remain on the joint sealant until immediately prior to the placement of the pipe in the trench. After removal of the protective wrapper, the joint sealant shall be kept clean. Install frames and cover over manhole opening with the bottom of the rings resting on Bitumastic joint sealer. Frames and grade rings shall rest on hvo (2) rows (inside and outside) of Bitumastic joint sealer. 2. SEALING AND/OR ADJUSTING EXISTING MANHOLES: Excavate (rectangular full depth saw cut if in pavement) adjacent to the manhole to expose the entire manhole frame and a minimum of 6 inches of the manhole wall keeping the sides of the trench nearly vertical. Remove manhole frame from the manhole structure and observe the condition of the frame and grade rings. Any frame or grade ring that is not suitable for use as determined by the Engineer shall be replaced. Grade rings that are constructed of brick, biock materials other than pre-cast concrete rings, or where necessary and approved by the Engineer, shall be replaced with a pre-cast flattop section. Pre-cast concrete rings, or a pre-cast concrete flattop section will be the only adjustments aUowed. In brick or block manholes, replace ihe upper portion of the manhole to a point 24 inches below the frame. If the walls or cone section below this level are structurally unsound, notify the Engineer prior to replacement of the grade rings and manhole frame. Existing brickwork, if damaged by the Contractor, shall be replaced at the Contractor's expense. Wire brush manhole frame and exposed manhole surFaces to remove dirt and loose debris. Coat exposed manhole surfaces with an approved bonding agent followed by an application of a quick setting hydraulic cement to provide a smooth working surface. If the inside diameter of the manhole is too large to safely support new adjustment rings or frames, a flat top section shall be installed. Joint surfaces between the frames, adjustment rings, and cone section shall be free of dirt, stones, debris and voids to ensure a watertight seal. Place fiexible gasket joint material along the inside and outside edge of each joint, or use trowelable material in lieu of pre-formed gasket material. Position the butt joint of each length of joint material on opposite sides of the manhole. No steel shims, wood, stones, or any material not specifically accepted by the Engineer may be used to obtain final surface elevation of the manhole frame. In paved areas or future paved areas, castings shall be installed by using a straight edge not less than ten (10) feet long so that the top of the casting will conform to the slope and finish elevation of the paved surface. The top of the casting shall be 1/8 inch below the finished elevation. Allowances for the compression of the joint material shall be made to assure a proper final grade elevation. 3. EXPOSED EXTERIOR SURFACES: All exposed exterior surfaces shall be coated with two mop coats of coal tar epoxy. Kopper "Bitumastic Super Service Black"; Tnemec "46-450 Heavy Tnemecol", or equal, to a minimum of 14 mils dry film thickness. 4. The exterior surface of all pre-cast section joints shall be thoroughly cleaned with a wire brush and then waterproofed with a 1/2-inch thick coat of trowelable bitumastic joint sealant from 6-inches below to 6-inches above the joint. The coated joint shall then be wrapped with 6 mil plastic to protect the sealant from damage during backfilling. C. MEASUREMENT AND PAYMENT: The price bid for new manhole installations shall include ail labor, equipment, and materials necessary for construction of the manhole including, but not limited to, joint sealing, lift hole sealing and exterior surface coating and pavemenE repair. The price bid for reconstruction of existing manholes shall include all labor equipment and materials necessary for construction of new manhole, including, but not limited to, excavation, backfill, disposal of materials, joint sealing, lift hole sealing, exterior surface coating and pavement repair. The price bid for adjusting and/or sealing of existing manholes shall include ali labor, equipment and materials necessary for adjusting and/or sealing the manhole, including but not limited to, joint sealing, lifthole sealing, and exterior surface coating. Payment for concrete collars will be made per each. Payment for manhole inserts will be made per each. 9809400_Specs_1099_DO_SpecCond(W D).doc SCi-� 7 08/13/99 PART D - SPECIAL CONDITIONS D-53 SANITARY SEWER SERVICES Any reconnection, relocation, re-routes, replacement, or new sanitary sewer service shall be required as shown on the plans, and/or as described in these Special Contact Documents in addition to those located in the field and identified by the Enginesr as active sewer taps. The service connections shall be constructed by the Contractor utilizing standard factory manufactured tees. City approved factory manufactured saddle taps may be used, but only as directed by the Engineer. The decision to use sadd�e taps as opposed to tees shall be made on a case by case basis. The Contractor shall be responsible for coordinating the scheduling of tapping crews with building owners and the Engineer in order that the work be performed in an expeditious manner. A minimum of 24 hours advance notice shall be given when taps will be required. Severed service connections shall be maintained as specified in section C6-6.15. A. SEWER SERVICE RECONNECTION: When sewer service reconnection is called for the Contractor shall vertically adjust the existing sewer service line as required for reconnection and furnish a new tap. The fittings used for vertical adjustment shall consist of a maximum bend of 45 degrees. The tap shall be located so as to Iine up with the service line and avoid any horizontal adjustment. For open cut applications, all sanitary sewer service lines shall be replaced to the property or easement line, or as directed by the Engineer. Sanitary sewer services on sewers being rehabilitated using pipe enlargement methods shall be replaced to the property or easement line or as directed by the Engineer. Procedures listed below for Sewer Service Replacement shall be adhered to for the installation of any sewer service line including the incidental four (4) feet of service line which is included in the price bid for Sanitary Sewer Taps. Payment for work such as backfill, saddles, tees, fittings incidental four (4) feet of service line and all other associated appurtenances required shall be included in the price bid for Sanitary Sewer Taps. B. SEWER SERVICE REPLACEMENT: All building sewer servrces encountered during construction shall be adjusted and/or replaced by the Contractor as directed by the Engineer as required for the connection of the sewer service line. If the sewer service line is in such condition or adjustment necessitates the replacement of the sewer service line, all work shall be performed by a licensed plumber. The length of the replacement shall be determined by the Engineer. Ali sewer services shall be installed at a minimum of two (2) percent slope or as approved by the Engineer. Connection to the existing sewer service line shall be made with appropriate adapter fitting. The fitting shall be a urethane or neoprene coupling A.S.T.M. C-425 with series 300 stainless steel compression straps. Payment for work and materials such as backfill, pipe fittings, surface restoration on private property (to match existing), and all other associated work for service replacements in excess of four (4) linear feet shall be included in the linear foot price bid for sanitary sewer service line replacement. Payment for all work and material involving the "tap" shall be included in the price bid for sanitary sewer service taps. D-54 NOT USED D-55 REMOVAL, SALVAGE, AND ABANDONMENT OF EXISTING FACILITIES Any removal, salvaging and/or abandonment of existing facilities will necessarily be required as shown on the plans, and/or described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. This work shall be done in accordance with Section E2-1.5 Salvaging of Material and E2-2.7 Removing Pipe, of the General Contract Documents and Specifications, unless amended or superseded by requirements of this Special Condition. A. SALVAGE OF EXISTING WATER METER AND METER BOX: Existing water meter and meter box shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. B. SALVAGE OF EXISTING WATER METER AND CONCRETE VAULT LID: Existing water meter and concrete vault lid shall be removed and returned to the Water Depa�tment warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The concrete vault shall be demolished in place to a point not less than 18 inches below final grade. The concrete vault shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. C. SALVAGE OF EXISTING FIRE HYDRANTS: Existing fire hydrants shall be removed and returned to the Water �epartment warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The void shall be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. SurFace restoration shall be compatible with existing surrounding surface and grade. D. SALVAGE OF EXISTING GATE VALVE: Existing gate valve and valve box and lid shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The void area caused by the valve removal shall be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface 9809a00_Specs_ � 099_DO_SpecCon0(W D).doc SC-18 08/13/99 PART D - SPECfAL CONDITIONS restoration shall be compatible with existing surrounding surface and grade. If the valve is in a concrete vault, the vault shall be demolished in piace to a point no less than 18" below final grade. E. ABANDONMENT OF EXISTING GATE VALVE: Existing gate valve and box lid shall be abandoned by first closing the valve to the fully cfosed position and demolishing the valve box in place to a point not less than 18 inches below final grade. Concrete shall then be used as backfill material to match existing grade. F. ABANDONMENT OF EXISTING VAULTS: Vaults to be demolished in place shall have top slab and lid removed and vault walls demolished to a point not less than 18" below finat grade. The void area caused shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shal! be compatible with the existing surrounding grade. G. ABANDONMENT OF MANHOLES: Manholes to be abandoned in place shall have all pipes entering or exiting the structure plugged with lean concrete. Manhole top or cone section shall be removed to the top of the full barrel diameter section, or to point not less than 18 inches below final grade. The structure shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material may be either clean washed sand of clean, suitable excavated material approved by the Engineer. Surface restoration shall be compatible with surrounding service surface. Payment for work invoived in backf;iling, plugging of pipe(s) and all other appurtenances required, shall be included in the appropriate bid item - Abandon Existing Sewer Manhole. H. REMOVAL OF MANFiOLES: Manholes to be removed shall have all pipes entering or exiting the structure disconnected. The complete manhole, including top o� cone section, all full barrel diameter section, and base section shall be removed. The excavation shali then be backfiiled and compacted in accordance with backfil( method as specified in Section E2-2.9 Backfili. Backfill material may be with Type C Backfill or Type B Backfill, as approved by the Engineer. Surface restoration shall be compatibte with surrounding surface. I. CUTTING AND PLUGGING EXISTING MAINS: At various locations on this project, it may be required to cut, plug, and block existing water mains/services or sanitary sewer mains/services in order to abandon these lines. Cutting and plugging existing mains and/or services shall be considered as incidental and all costs incurred will be considered to be included in the linear foot bid price of the pipe, untess separate trenching is required. J. REMOVAL OF EXIST(NG PIPE: Where removal of the existing pipe is required, it shall be the Contractor's responsibility to properly dispose of all removed pipe. All removed valves, fire hydrants and meter boxes shall be delivered to Water Department Field Operation, Storage Yard. K. PAYMENT: Payment for all work and material involved in salvaging, abandoning and/or removing existing facilities shall be inciuded in the linear foot bid price of the pipe, except as follows: separate payment will be made for removal of all fire hydranis, gate valves, 16 inch and larger, and sanitary sewer manholes, regardless of location. Payment will be made for salvaging, abandoning and/or removing afl other existing facilities when said facility is not being replaced in the same trench (i.e., when removal requires a separate trench). D-56 DETECTABLE WARNING TAPES Detectable underground utiiity warning tapes which can be located from the surface by a pipe detector shall be installed directly above non-metallic water and sanitary sewer pipe. The detectable tape shall be "Detect Tape" manufactured by Allen Systems, Inc. or approved equal, and shall consist of a minimum thickness 0.35 mils solid aluminum foil encased in a protective inert plastic jacket ₹hat is impervious to all known alkalis, acids, chemical reagents and solvents found in the soil. The minimum overall khickness of the tape shali be 5.5 mils, and the width shall not be less than two inches with a minimum unit weight of 2'/z poundsll inch/100'. The tape shall be color coded and imprinted with #he message as follows: Tvpe of Utilitv Cofor Code Leqends Water Safety Blue Caution! Buried Water Line Below Sewer Safery Green Caution! Buried Sewer Line Below Installation of detectable tapes shall be per manufacturer's recommendations and shall be as close to the grade as is practical for optimum protection and detectabiliry. Allow a minimum of 18 inches between the tape and the pipe. Payment for work such as backfill, bedding, blocking, detectable tapes, and all other associated appurtenances required shall be inciuded in the unit price bid for the appropriate bid item(s}. 9809400_Specs_1099_DO SpecCend�WD).doc SCi-�9 08/13/99 PART D - SPECIAL CUNDITIONS D-57 PIPE CLEANING Joints shall be wiped and then inspected for proper installation by the inspectors. Each joint shall be swept daily and kept clean during installation. A temporary night plug shall be installed on all exposed pipe ends during any period of work stoppage. D-58 BARRICADES, WARNINGS, AND FLAGMEN Reference Part C- General Conditions, Section C6-6.8 Barricades, Warnings, and Watchmen: A. Wherever the word Watchmen appears in this paragraph, it shall be changed to the word Flagmen. B. In the first paragraph, lines five (5) and six (6), change the phrase "take all such other precautionary measures" to "take all reasonable necessary measures". D-59 DISPOSAL OF SPOILlFILL MATERIAL Prior to the disposing of any spoii/fill material, the Contractor shall advise the Director of Engineering Department, acting as the City of Fort Worth's Flood Plain Administrator ("Administrator"), of the location of all sites where the Contractor intends to dispose of such material. Contractor shall not dispose of such material until the proposed sites have been determined by the Administrator to meet the requirements of the Flood Plain Ordinances of the City of Fort Wo�th (Ordinance No. 10056). All disposal sites must be approved by the Administrator to ensure that filling is not occurring within a floodplain without a permit. A floodplain permit can be issued upon approval of necessary Engineering studies. No fill permit is required if disposal sites are not in a floodplain. Approval of the Contractor's disposal sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a known flood plain or by a Flood Plain Fill Permit authorizing fill within the flood plain. Any expenses associated with obtaining the fill permit, including any necessary Engineering studies, shall be at the Contractor's expense. In the event that the Contractor disposes of spoil/fill material at a site without a fill permit or a letter from the administrator approving the disposal site, upon notification by the Director of Engineering Department, Contractor shall remove the spoil/fill material at Its expense and dispose of such materials in accordance with the Ordinances of the City and this section. D-60 MECHANICS AND MATERIALMEN'S LIEN The Contractor shall be required to execute a release of inechanics and materialmen's liens upon receipt of payment. D-61 SUBSTITUTIONS The specifications for materials set out the minimum standard of qualiry which the City believes necessary to procure a satisfactory project. No substitutions will be permitted until the Contractor has received written permission of the Engineer to make a substitution for the material which has been specified. Where the term "or equal", or "or approved equal" is used, it is understood that if a material, product, or piece of equipment bearing the name so used is furnished, it will be approvable, as the particular trade name was used for the purpose of establishing a standard of quality acceptable to the City. If a product of any other name is proposed for use, ihe Engineer's approval thereof must be obtained before the proposed substitute is procured by the Contractor. Where the term "or equal", or "or approved equal" is not used in the specifications, this does not necessarily exclude alternative items or material or equipment which may accomplish the intended purpose. However, the Contractor shall have the full responsibility of proving that the proposed substitution is, in fact, equal, and the Engineer, as the representative of the City, shall be the sole judge of the acceptability of substitutions. The provisions of this sub-section as related to "substitutions" shall be applicable to all sections of these specifications. D-62 PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER A. GENERAL: Prior to the reconstruction, ALL sections of existing sanitary sewer lines to be abandoned, removed (except where being replaced in the same location), or rehabilitated (pipe enlargement, cured-in-place pipe, fold and form pipe, slip-line, etc.), shall be cleaned, and a television inspection performed to identify any active sewer service taps, other sewer laterals and their location. Work shall consist of furnishing all labor, material, and equipment necessary for the cleaning and inspection of the sewer lines by means of ciosed circuit television. Satisfactory precautions shali be taken to protect the sewer lines from damage that might be inflicted by the improper use of cleaning equipment. 1. HIGH VELOCITY JET (HYDROCLEANING) EQUIPMENT: The high-velocity sewer line cleaning equipment shall be constructed for easy and safe operation. The equipment shall also have a selection of two or more high-velociry nozzles. The nozzles shall be capable of producing a scouring action from 15 to 45 degrees in ail size lines designated to be cieaned. Equipment shall also include a high-velocity gun for washing and scouring manhole walls and floor. The gun shall be capable of producing flows from a fine spray to a solid stream. The equipment shall carry its own water tank, auxiliary engines, pumps, and hydraulically driven hose reel. 9809400_Specs_1099 �O_SpecCond(WD).Goc SC-20 0&/13/99 PART D - SPECIAL CONDITIONS Hydraulically Propelled Equipment shall be of a movabie dam type and be constructed in such a way that a portion of khe dam may be collapsed at any time during the cleaning operation to protect against flooding of the sewer. The movable dam shall be equal in diameter around the outer periphery to ensure removal of grease. If sewer cleaning balls or other equipment which cannot be collapsed is used, special precautions to preven! flooding of the sewers and public or private property shall be taken. The flow of sewage present in the sewer lines shall be utilized to provide necessary fluid for hydraulic cleaning devices whenever possible. CLEANING PROCEDURES: The designated sewer manholes shall be cleaned using high-velocity jet equipment. The equipment shall be capable of removing dirt, grease, rocks, sand, and other materials and obstructions from the sewer lines and manholes. if cieaning of an entire section cannot be successfully performed from one manhole, the equipment shall be set up on the other manhole and cleaning again attempted. If, again, successful cleaning cannot be performed or equipment fails to traverse the entire manhole section, it will be assumed ihat a major blockage exists, and the cleaning effort shaH be abandoned. When additional quantities of water from fire hydrants is necessary to avold delay in normal working procedures, the water shall be conserved and not used unnecessarily. No fire hydrant shail be obstructed in case of a fire in the area served by ihe hydrant. Before using any water from the City Water Distribution System, the Contractor shall apply for and receive permission from ihe Water Department. The Contractor shall be responsibie for the water meter and reiated charges for the setup, inciuding the water usage bill. Ail expenses shall be considered incidental to cleaning. 3. DEBRIS REMOVAL AND DISPOSAL: All sludge, dirt, sand, rock, grease, and other solid or semisolid material resulting from the cleaning operation shall be removed at the downstream manhole of the section being cleaned. Passing material from manhole section to manhole section, which could cause line stoppages, accumulations of sand in wet welis, or damage pumping equipment, shall not be permitted. 4. Alf solids or semisolid resulting from the cleaning operations shall be removed from the site and disposed of at a site designated by the Engineer. All materials shall be removed from the site no less often than at the end of each workday and disposed of at no additional cost to the City. 5. UNDER NO CIRCUMSTANCE SHALL SEWAGE OR SOLIDS REMOVED THEREFROM BE DUMPED ONTO STREETS OR INTO OITCHES, CATCH BASINS, STORM DRAINS OR SANITARY SEWER MANHOLES. 6. TELEVISION INSPECTION E�UIPMENT: The television camera used for the inspection shall be one specifically designed and constructed for such inspecfion. LightJng for the camera shall be suitable to allow a clear picture of the entire periphery of the pipe. The camera shall be operative in 100°/a humidity conditions. The camera, television monitor, and other components of the video system shall be capabfe of producing picture quality to the satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no payment will be made for an unsatisfactory inspection. B. EXECUTION: 1. TELEVIStON INSPECTION: The camera shall be moved through the line in either direction at a moderate rate, stopping when necessary to permit proper documentation of any sewer service taps. In no case will the television camera be pulied at a speed greater than 30 feet per minute. Manual winches, pawer winches, N cable, and powered rewinds or other devices that do not obsiruct the camera view or interfere with proper documentation shall be used to move the camera through the sewer line. When manually operated winches are used to pull the television camera through the line, telephones or other suitable means of communications shall be set up between the two manholes of the section being inspected to ensure good communications between members of the crew. The importance of accurate distance measurements is emphasized. All television inspection video tapes shall have a footage counter. Measurement for focation of sewer service taps shal� be above ground by means of ineter device. Marking on the cable, or the Iike, which would require interpolation for depth of manhole, will not be allowed. Accuracy of the distance meter shall be checked by use of a walking meter, roH-a-tape, or other suitable device, and the accuracy shall be satisfactory to the Engineer. The Ciry makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to be at the optfon of the Contractor. The cost of retrieving the Television camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to Television inspection. 2. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept by the Contractor and will clearly show the location in relation to an adjacent manhole of each sewer service taps observed during inspection. In addition, other points of significance such as locations of unusual conditions, roots, storm sewer connections, broken pipe, presence of scale and corrosion, and other discernible features will be recorded, and a copy of such records will be supplied to the City. 9809400_Specs_ 1099_DO_SpecCond ( W D).a ac SG21 08/13/99 PART D - SPECIAL CONDITIONS 3. PHOTOGRAPHS: Instant developing, 35 mm, or other standard-size photographs of the television picture of problems shall be taken by the Contractor upon request of the Engineer, as long as such photographing does not interfere with the Contractor's operations. 4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual and audio record of problem areas of the lines that may be replayed. Video tape recording playback shall be at the same speed that it was recorded. The television tapes shall be furnished to the City for review immediately upon completion of the television inspection and may be retained a maximum of 30 calendar days. Equipment shall be provided to the City by the Contractor for review of the tapes. Tapes will be returned to the Contractor upon completion of review by the Engineer. Tapes shall not be erased without the permission of the Engineer. If the tapes are of such poor quality that the Engineer is unable to evaluate the condition of the sewer line or to Iocate service connections, the Contractor shall be required to re-televise and provide a good tape of the line at no additional cost to the City. If a good tape cannot be provided of such quality that can be reviewed by the Engineer, no payment for televising this portion shall be made. Also, no payment shall be made for portions of lines not televised or portions where manholes cannot be negotiated with the television camera. THE TAPES SHALL BE SUBMIlTED TO THE ENGINEER PRIOR TO CONSTRUCTION FOR REVIEW AND DETERMINATION OF SAGS. Upon completion of review of the tapes by the Engineer, the Contractor will be notified as to which sections of the sanitary sewer are to be corrected. Tapes will be returned to the Contractor upon completion of review by the Engineer. All costs associated with this work shall be incidental to unit prices bid for items under Television Inspection of the Proposal. C. PAYMENT OF CLEANING AND PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS: The cost for Pre-Construction Cleaning and Television Inspection of sanitary sewers shall be per linear foot of sewer actually televised. The Contractor shall provide the Engineer with tapes of a quality that the particular piece of sewer can be readily evaluated as to existing sewer conditions and for providing appropriate means for review of the tapes by the Engineer including collection and removal, transportation and disposal of sand and debris from the sewers to a legal dump site. Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video image required for line analysis. The primary purpose of cleaning is for television inspection and rehabilitation; when a portion of a line is not or cannot be televised or rehabilitated, the cleaning of that portion of line shall be incidental and no payment shall be made. The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor, and the costs must be included in the bid price for TV Inspections. The cost of retrieving the TV Camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to TV Inspection. The item shall also include all costs of installing and maintaining any bypass pumping required to provide reliable, regular sewer service to the area residents. All bypass pumping shall be incidental to the project. D-63 VACUUM TESTING OF SANITARY SEWER MANHOLES A. GENERAL: This item shall govern the vacuum testing of all newly constructed sanitary sewer manholes. B. EXECUTION: 1. TEST PROCEDURE: Manholes shall be tested with all connections in place. Lift holes shall be plugged, and all drop-connections and gas sealing connections shall be installed prior to testing. The sewer lines entering the manhole shall be plugged and braced to prevent the plugs from being drawn into the manhole. The plugs shall be installed in the lines beyond the drop-connections, gas sealing connections, etc. The test head shal( be placed inside the frame at the top of the manhole and inflated in accordance with the manufacturer's recommendations. A vacuum of ten inches of inercury (10"Hg) shall be drawn and the vacuum pump will be turned off. With the valve closed, the level of vacuum shall be read after the required test time. The required test time shall be determined from the Table I below in accordance with ASTM C1244-93: 9809400_Specs_1099_�O_SpecCon0(W D).Goc SG22 08/13/99 PART D - SPECIAL CONDITIONS Table l MINIMUM TIME REQUIRED FOR VACUUM DROP OF 1" Hg (10"Hg - 9"Hg) (SEC) Depth of MH. 48-Inch Dia. 60-Inch Dia. (FT.) Manhole Manhole 0 to 16' 18' 20' 22' 24' 26' 28' 30' For Each Additional 2' 40 sec. 45 sec. 50 sec. 55 sec. 59 sec. 64 sec. 69 sec. 74 sec. 5 sec. 52 sec. 59 sec. 65 sec. 72 sec. 78 sec. 85 sec. 91 sec. 98 sec. 6 sec. 2. ACCEPTANCE: The manhole shall be considered acceptable, if the drop in the level of vacuum is less than one- inch of inercury {1" Hg) after the required test time. Any manhole which fails to pass the initiai test must be repaired with a suitable material which conforms to the construction material of the manhofe. The manhole shall be retested as described above until it has successfully passed the test. Following compietion of a successful test, the manhole shall be restored to its normal condition, all temporary plugs shall be removed, all braces, equipment, and debris shall be removed and disposed of in a manner satisfactory to the Engineer. C. PAYMENT: Payment for vacuum testing of sanitary sewer manholes shall be paid at the contract price per each vacuum test. This price shall include all maferial, labor, equipment, and all incidentals, including all bypass pumping, required to complete the test as specified herein. D-64 BYPASS PUMPING The Contractor shall bypass the sewage around the section or sections of sewer to be rehabilitated and/or replaced. The bypass shall be made by plugging existing upstream manhole and pumping the sewage into a downstream manhole or adjacent system or other method as may be approved by the Engineer. The pump and bypass lines shall be of adequate capacity and size to handle the flow without sewage backup occurring to facilities connected to the sewer. Provisions shall be made at driveways and street crossings to permit safe vehicular travel without interrupting flow in the bypass system. Under no circumstances will the Contractor be permitted to discharge sewage into the trenches. Payment shall be incidental to rehabilitation or replacement of the sewer line. D-65 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER A. GENERAL: After construction, ALL sections of sanitary sewer lines shall have a television inspection performed. Work shall consist of furnishing all labor, material, and equipment necessary for inspection of the sewer lines by means of closed circuit television. Satisfactory precautions shall be taken to protect the sewer lines from damage that might be inflicted by the improper use of cleaning equipment. B. TELEVISION INSPECTION EQUIPMEtVT: The television camera used for the inspection shall be one specifically designed and constructed for such inspection. Lighting for the camera shall be operative in 100% humidity conditions. The camera, television monitor, and other components of the video system shall be capable of producing picture quality to the satisfaction of the Engineer; and if unsatisfactory, equipment sha(I be removed and no payment will be made for an unsatisfactory inspection. C. EXECUTION: 1 TELEVISION INSPECTION: The camera shall be moved through the line in either direction at a moderate rate, stopping when necessary to permit proper documentation of any sewer service taps. In no case will the television camera be pulled at a speed greater than 30 feet per minute. Manual winches, power winches, N cable, and powered rewinds or other devices that do not obstruct the camera view or interfere with proper documentation shall be used to move the camera through the sewer line. When manually operated winches are used to pulf the television camera through the line, telephones or other suitable means of communications shall be set up between the two manholes of the section being inspected to ensure good communications between members of the crew. 9809400_Specs_7099_DO_SpecCand(W D).doc SC-23 08/13/99 PART D - SPECIAL CONDITIONS The importance of accurate distance measurements is emphasized. All television inspection video tapes shall have a footage counter. Measurement for location of sewer service taps shall be above ground by means of ineter device. Marking on the cable, or the like, which would require interpolation for depth of manhole, will not be allowed. Accuracy of the distance meter shall be checked by use of a walking meter, roll-a-tape, or other suitable device, and the accuracy shall be satisfactory to the Engineer. The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor. The cost or retrieving the 7elevision camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to Teievision inspection. Sanitary sewer mains must be laced with enough water to fill all low pints. The television inspection must be done immediately following the lacing of the main with no water flow. If sewer is active, flow must be restricted to provide a clear image of sewer being inspected. 2. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept by the Contractor and will clearly show the location in relation to an adjacent manhole of each sewer service tap observed during inspection. All television logs shall be referenced to stationing as shown on the plans. A copy of these television logs will be supplied to the City. 3. PHOTOGRAPHS: Instant developing, 35 mm, or other standard-size photographs of the television picture of problems shall be taken by the Contractor upon request of the Engineer, as long as such photographing does not interfere with the Contractor's operations. 4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual and audio record of problem areas of the lines that may be replayed. Video tape recording playback shall be at the same speed that it was recorded. The television tapes shall be furnished to the City for review immediately upon completion of the television inspection and may be retained a maximum of 30 calendar days. Equipment shall be provided to the City by the Contractor for review of the tapes. Tapes will be returned to the Contractor upon completion of review by the Engineer. Tapes shall not be erased without the permission of the Engineer. !f the tapes are of such poor qualitv that the Enoineer is unable to evaluate the condition of the sewer line or to locate service connections, the Contractor shall be required to re-televise and provide a aood tape of the line at no additional cost to the City. If a good tape cannot be provided of such quality that can be reviewed by the Engineer, no payment for televising this portion shall be made. Also, no payment shall be made for portions of lines not televised or portions where manholes cannot be negotiated with the television camera. D. PAYMENT OF POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS: The cost for post- construction Television Inspection of sanitary sewers shall be per linear foot of sewer televised. The Contractor shall provide the Engineer with tapes of a quality that the particular piece of sewer can be readily evaluated as to sewer conditions and for providing appropriate means for review of the tapes by the Engineer. Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video image required for line analysis. The quantity of TV inspection shall be measured as the total length of new pipe installed. All costs associated with this work shall be included in the appropriate bid '+tem - Post-Construction Television Inspection. The item shall also include all costs of installing and maintaining any bypass pumping required to provide reliable, regular sewer service to the area residents. All bypass pumping shall be incidentat to the project. D-66 SAMPLES AND QUALITY CONTROL TESTING A. The Contractor shall furnish, at its own expense, certifications by a private laboratory for all materials proposed to be used on the project, including a mix design for any asphaltic and/or Portland cement concrete to be used, and gradation analysis for sand and crushed stone to be used along with the name of the pit from which the material was taken. The contractor shall provide manufacturer's certifications for all manufactured items to be used in the project and will bear any expense related thereto. B. Tests of the design concrete mix shail be made by the contractor's laboratory at least nine days prior to the placing of concrete using the same aggregate, cement, and mortar which are to be used later in the concrete. The Contractor shail provide a certified copy of the test results to the City. C. Quality control testing of in-place material on this project will be performed by the city at its own expense. Any retesting required as a result of failure of the material to meet project specifications will be at the expense of the contractor and will be billed at commercial rates as deTermined by the Ciry. The failure of the City to make any tests of materials shall in no way relieve the contractor of its responsibiliry to furnish materials and equipment conforming to the requirements of the contract. 9809400_Specs_ 1099_DO_SpecCond( W D).doc .S �.-ZQ 08/13/99 PART D - SPECIAL CONDITIONS D. Not less than 24 hours notice shall be provided to the City by the Contractor for operations requiring testing. The Contractor shall provide access and trench safery system (if required) for the site to be tested, and any work effort involved ss deemed to be included in the unit price for the item being tested. E. The Contractor shall provide a copy of the trip ticket for each load of fill material delivered to the job site. The ticket shall specify the name of the pit suppiying the fill material. D-67 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL A. DESCRIPTION: 7his item shall consist of temporary soil erosion sediment and water poilution control measures deemed necessary by the Engineer for the duration of the contract. These control measures shall at no time be used as a substitute for the permanent control measures unless otherwise directed by the Engineer and they shall not include measures taken by the C0NTRACT0R to control conditions created by his construction operations. The temporary measures shalf include dikes, dams, berms, sediment basins, fiber mats, jute netting, temporary seeding, straw mulch, asphalt mulch, plastic liners, rubble liners, baled-hay retards, dikes, slope drains and other devices. B. C0NSTRUCTI0N REQUIREMENTS: The Engineer has the authority to define erodible earth and the authority to limit the surface area of erodible-earth material exposed by preparing right-of-way, clearing and grubbing, the surface area of erodible-earth material exposed by excavation, borrow and to direct ihe C0NTRACT0R to provide temporary pollution- control measures to prevent contamination of adjacent streams, other water courses, lakes, ponds or other areas of water impoundment. Such work may involve the construction of temporary berms, dikes, dams, sediment basins, slope drains and use of temporary mulches, mats, sesding, or other control devices or methods directed by the Engineer as necessary to control soil erosion. Temporary pollution-control measures shall be used to prevent or correct erosion that may develop during construction prior to installation of permanent pollution control features, but are not associated with permanent control features on the project. The Engineer will limit the area of preparing right-of-way, clearing and grubbing, excavation and borrow to be proportional to ihe CONTRACTOR'S capabiliry and progress in keeping the finish grading, mulching, seeding, and other such permanent pollution-control measures current in accordance with the accepted schedule. Should seasonal conditions make such limitations unrealistic, temporary soil-erosion-control measures shall be performed as directed by the Engineer. 1. Waste or disposal areas and construction roads shall be located and constructed in a manner that will minimize the amount of sediment entering streams. 2. When work areas or material sources are located in or adjacent to live streams, such areas shall be separated from the stream by a dike or other barrier to keep sediment from entering a flowing stream. Care shall be taken during the construction and removal of such barriers to minimize the muddying of a stream. 3. All waterways shall be cleared as soon as practicable of false work, piling, debris or other obstructions placed during construction operations that are not a part of the finished work. 4. The Contractor shall take sufficient precautions to prevent pollution of streams, lakes and reservoirs with fuels, oils, bitumens, calcium chloride or other harmful materials. He shall conduct and schedule his operations so as to avoid or minimize siltation of streams, lakes and reservoirs and to avoid interference wiih movement of migratory fish. C. MEASUREMENT AND PAYMENT: A�I work, materials and equipment necessary to provide temporary erosion control shall be considered subsidiary to the contract and no extra pay will be given for this work. D-68 INGRESS AND EGRESS/OBS7RUCTION OF ACCESS TO DRIVES The Contractor shall provide ingress and egress to the property being crossed by this construction and adjacent property when construction is not in progress and at night. Drives shall be left accessible at night, on weekends, and during holidays. The Contractor shall conduct his activities to minimize obstruction of access to drives and property during the progress of construction. Notification shall be made to an owner prior to his driveway being removed and/or rebuilt. D-69 PROTECTION OF TREES, PLANTS AND SOIL All property along and adjacent to the Contractors' operations including lawns, yards, shrubs, trees, etc., shall be preserved or restored after completion of the work, to a condition equal to or better than existed prior to start of work. Any trees or other landscape features scarred or damaged by the Contractor's operations shall be restored or replaced at the Contractor's expense. Trimming or pruning to facilitate the work will be permitted only by experienced workmen in an approved manner (No trimming or pruning without the properry owners' consent). Pruned limbs of 1" diameter or larger shall be thoroughly treated as soon as possible with a tree wound dressing. 9809400_Specs_t099_DO_SpecConG(WD) doc SG25 08/13/99 PART D - SPECIAL CONDITIONS D-70 SITE RESTORATION The contractor shall be responsible for restoring the site to originai grade and condition after completion of his operations subject to approval of the Engineer. The basis for approval by the Engineer will be grade restoration to plus minus one-tenth (0.1) of a foot. D-71 CITY OF FORT WORTH STANDARD PRODUCT LIST Proposed products submitted in the bid documents must appear in the latest "City of Fort Worth Standard Product List, for the bid to be considered responsive. Products and processes listed in the "City of Fort Worth Standard Product List, shall be considered to meet City of Fort Worth minimum technical requirements. D-72 STATE REVOLVING FUND (SRF) REQUIREMENTS This project, in addition to standard Ciry of Fort Worth requirements, may involve certain State requirements. These requirements, if applicable, are provided in the following documents and should thoroughly be reviewed and completed by the contractor. They include: At the Time of Contract Document Execution • ED-103-Contractors Act of Assurance • ED-104-Resolution Work required to conform to these requirements shall be considered subsidiary and no extra payment will be made. The SRF requirements are included in Appendix A. D-73 TOPSOIL, SODDING AND SEEDING This item shall be performed in accordance with the Ciry of Fort Wo�th Parks and Communiry Services �epartment Specifications for Topsoil, Sodding and Seeding. 1. TOPSOiI a. DESCRIPTION: This item will consist of furnishing and placing a minimum of six (6) inches of topsoil, free from rock and foreign material, in all parkways and medians to the lines and grades as established by the Engineer. b. CONSTRUCTION METHODS: Topsoil will be secured from borrow sources as required to supplement material secured from street excavation. All excavated materials from streets which is suitable for topsoil will be used in the parkways and medians before any topsoil is obtained from a borrow source. Topsoil materiai secured from street excavation shall be stockpiled at locations approved by the Engineer, and at completion of grading and paving operations, topsoil shall be placed on parkway areas so as to provide a minimum six {6) inches of compacted depth of topsoil parkways. 2. SODDING a. DESCRIPTION: Sodding will consist of furnishing and planting Bermuda, Buffalo or St. Augustine grass in the areas between the curbs and walks, on terraces, in median strips, on embankments or cut slopes, or in such areas as designated on the Drawings and in accordance with the requirements of this Specification. Recommended Buffalo grass varieties for sodding are Prairie and 609. b. MATERIALS: Sod shall consist of live and growing Bermuda, Buffalo or St. Augustine grass secured from sources where the soil is fer[ile. Sod to be placed during the dormant state of these grasses shall be alive and acceptable. Bermuda and Buffalo grass sod shall have a healthy, virile root system of dense, thickly matted roots throughout a two (2) inch minimum thickness of native soil attached to the roots. St. Augustine grass sod shall have a healthy, virile root system of dense, thickly matted roots throughout a one (1} inch minimum thickness of native soil attached to the roots. The sod shall be free from obnoxious weeds or other grasses and shall not contain any matter deleterious to its growth or which might affect its subsistence or hardiness when transpianted. Sod to be placed between curb and walk and on terraces shall be the same type grass as ad}acent grass or existing lawn. Care shal( be taken at all times to retain native soii on the roots of the sod during the process of excavating, hauling, and planting. Sod material shall be kept moist from the time it is dug until planted. When so directed by the Engineer, the sod existing at the source shall be watered to the extent required prior to excavating. Sod material shall be planted within three days after it is excavated. 9809a00_SRecs_1099_QO_SpecCond(W �).doc SG26 08/13/99 PART D - SPECIAL CONDITIONS c. CONSTRUCTION METHODS: After the designated areas have been completed to the lines, grades, and cross- sections shown on the Drawings and as provided for in other items of the contract, sodding of the rype specified shall be performed in accordance with the requirements hereinafter described. Sodding shall be either "spot" or "block"; either Bermuda, Buffalo or St. Augustine grass. 1) Spot Sodding: Furrows parallel to the curb line or sidewalk lines, twelve (12) inches on centers or to the dimensions shown on the Drawings, shall be opened on areas to be sodded. In ail furrows, sod approximately three (3) inches square shall be placed on twelve (12) inch centers at proper depth so that the top of the sod shall not be more than one-half (1/2) inch below the finished grade. Holes of equivalent depth and spacing may be used instead of furrows. The soil shall be firm around each block and ihen the entire sodded area shall be carefully rolled with a heavy, hand roiler developing fifteen (15) to twenry-five (25) pounds per square inch compression. Hand tarnping may be required on terraces. 2) Block Sodding: At locations on the Drawings or where directed, sod blocks shall be carefully p(aced on the prepared areas. The sod shall be so placed that the entire designated area shall be covered, and any voids left in the block sodding shall be filled with additionat sod and tamped. The entire sodded area shall be rolled and tamped to form a thoroughly compact solid mass. Surfaces of block sod, which, in the opinion of the Engineer, may slide due to the height or slope of the surface or nature of the soil, shall,. upon direction of the Engineer, be pegged with wooden pegs driven through the sod block to the firm earth, sufficiently close to hoid the block sod firmly in place. When necessary, the sodded areas shall be smoothed after planting has been completed and shaped to conform to the cross-section previously provided and existing at the time sodding operations were begun. Any excess dirt from planting operations shali be spread uniformiy over the adjacent areas or disposed of as directed by the Engineer so that the compieted surface will present a sightly appearance. The sodded areas shall be thoroughly watered immediately after they are planted and shall be subsequently watered at such tsmes and in a manner and quantity directed by the Engineer until completion and final acceptance of the project by the Ciry of Fort Worth. 3. SEEDING a. DESCRIPTION: "Seeding" will consist of preparing ground, providing and planting seed or a mixture of seed of the kind specified along and across such areas as may be designated on the Drawings and in accordance with these Specifications. b. MATERIALS: 1) General. All seed used must carry a Texas Testing Seed label showing puriry and germination, name, type of seed, and that the seed meets all requirements of the Texas Seed Law. Seed furnished shall be of the previous season's crop and the date of anaiysis shown on each tag shall be within nine (9) months of time of delivery to ihe project. Each variety of seed shall be furnished and delivered in separate bags or containers. A sampie of each variery of seed shall be furnished for analysis and testing when directed by the Engineer. The specified seed shall equal or exceed the following percentages of Purity and germination: Common Name Common Bermuda Grass Annual Rye Grass Tal! Fescue Western Wheatgrass Buffalo Grass Varieties Top Gun Cody Puritv Germination 95% 90% 95% 95% 95% 90% 95% 90% 95% 90% 95% 90% 9809400_Specs_1099_DO_SpecCand(WD) doc SG27 08/13/99 PART D - SPECIAL CONDITIONS Table 120.2.(2)a. URBAN AREA WARM-SEASON SEEDING RATE (Ibs.); Pure Live Seed (PLS} Mixture for Clav or Tipht Soils Dates (Eastern Sections) (Western Sections) Feb 1 Bermudagrass 40 Buffalograss 80 to May 1 Buffalograss 60 Bermudagrass 20 Total: 100 Total: 100 Mixture for Sandv Soils (All Sections) Bermudagrass 60 Buffalograss 40 Total: 100 Table, 120.2.(2)b TEMPORARY COOL-SEASON SEEDING RATE; (Ib.) Pure Live Seed (PLS) Dates Aug 15 to May 1 (All Sections) Tall Fescue 50 Western Wheatgrass 50 Annual Rye 5o Total: 100 c. CONSTRUCTION METHODS: After the designated areas have been completed to the lines, grades, and cross- sections shown on the Drawings and as provided for in other items of this Contract, seeding of the rype specified shall be performed in accordance with the requirements hereinafter described. 1) Watering. Seeded areas shall be watered as directed by the Engineer so as to prevent washing of the slopes or dislodgment of the seed. 2) Finishing. Where applicable, the shoulders, slopes, and ditches shall be smoothed after seed bed preparation has been completed and shaped to conform to the cross-section previously provided and existing at the time planting operations were begun. d. BROADCAST SEEDING: The seed or seed mixture in the quantity specified shall be uniformly distributed over the areas shown on the Drawings and where directed. If the sowing of seed is by hand, rather than by mechanical methods, the seed shall be sown in two directions at right angles to each other. Seed and fertilizer shall be distributed at the same time provided the specified uniform rate of application for both is obtained. "Finishing" as specified in Section D-46 - CONSTRUCTION METHODS, is not applicable since no seed bed preparation is required. e. DISCED SEEDING: Soil over the area shown on the Drawings as directed to be seeded shall be loosened to a minimum depth of three (3) inches and all particles in the seed bed shall be reduced to less than one (1) inch in diameter or they shall be removed. The area shail then be finished to line and grade as specified under "Finishing" in Section D-46 - CONSTRUCTION METHODS. The seed, or seed mixture, specified shall then be planted at the rate required and the application shall be made uniformly. If the sowing of seed is by hand rather than by mechanical methods, seed shall be raked or harrowed into the soil to a depth of approximately one-eight (1/8) inch. The planted area shall be rolled with a corrugated roller of the "Cultipacker" type. All rolling of the slope areas shall be on the contour. f. ASPHALT MULCH SEEDING: The soil over the area shown on the Drawings, or as directed to be seeded, shall be ioosened to the minimum depth of three (3} inches and all particles in the seed bed shall be reduced to less than one (1) inch in diameter, or they shall be removed. The area shall then be finished to fine and grade as specified under "Finishing" in Section D-46 - CONSTRUCTION METHODS. 1) Water shall then be applied to the cultivated area of the seed bed until a minimum depth of six (6) inches is thoroughly moistened. 2) After the watering, when the ground has become sufficiently dry to be loose and pliable, the seed, or seed mixture specified, shall then be planted at the rate required and the application shall be made uniformly. If the sowing of seed is by hand, rather than mechanical methods, the seed shall be sown in two directions at right angles to each other. Seed and fertilizer may be distributed at the same time, provided the specified uniform rate of application for both is obtained. After planting, the seed shall be raked or harrowed inta the soil to a depth of approximately one-quarter (1/4) inch. The planted surface area and giving a smooth 9809400_Specs_1099_DO_SpecConC(W D).dac SC-28 08/13/99 PART D - SPECIAL CONDITIONS surface without ruts or tracks. In between the time compacting is completed and the asphalt is applied, the planted area shall be watered sufficientiy to assure uniform moisture from the surface to a minimum of six (6) inches in depth. 3) The application of asphalt shall follow the last watering as rapidly as possible. Asphalt shall be of the rype and grade as shown on the Drawings and shall conform to the requirements of the item 300, "Asphalts, Oiis and Emulsions". If the type of asphalt to be used is not shown on the Drawings, or if Drawings are not included, then MS-2 shall be used. Applications of the asphalt shall be at a rate of three-tenths (0.3) gallons per square yard. It shall be applied to the area in such a manner so that a complete film is obtained and the finished surface shall be comparative{y smooth. g. RE-SEEDING OF AREAS PLANTED WITH COOL SEASONS SPECIES: Areas where temporary cool season species have been planted may be repianted beginning February 1 with warm season species as listed in Table 1202(2)a. The re-seeding will be achieved in the following manner. The cool season species shall be mowed down to a height of one (1) inch to insure that slit-seeding equipment will be able to cut through the turf and achieve adequate soil penetration. " Slit-seeding, is achieved through the use of an implement which cuts a furrow (slit) in the soil and places the seed in the slit which is then pressed close with a cultipacker wheel. 4. CONSTRUCTION WITHIN PARK AREAS a. TURF RESTORATION OF PARK AREAS: FERTILIZER 1) DESCRIPTION: "Fertilizer" will consist of providing and distributing fertilizer over such areas as are designated on the Drawings and in accordance with these Specifications. 2) MATERIALS: All fe�tilizer used shall be delivered in bags or containers clearly labeled showing the analysis. The fe�tilizer is subject to testing by the City of Fort Worth in accordance with the Texas Fertilizer Law. A pelleted or granulated fertilizer shall be used with an analysis of 16-20-0 or 16-5-8 or having the analysis shown on the Drawings. The figures in the analysis represent the percent of nitrogen, phosphoric acid, and potash nutrients respectively as determined by the methods of the Association of OfFicial Agricultural Chemists. ln the event it is necessary to substitute a fertilizer of a different analysis, it shall be a pelteted or granulated fertilizer with a fower concentration. Total amount of nutrients furnished and applied per acre shall equal or exceed that specified for each nutrient. 3) CONSTRUCTION METHODS: When an item for fertilizer is included in the Drawings and proposal, pelleted or granulated fertilizer shall be applied uniformly over the area specified to be fertilized and in the manner directed for the particular item of work. Fertilizer shall be dry and in good physica! condition. Fertilizer that is powdered to caked will be rejected. Distribution of fertilizer as a particular item of work shall meet the approval of the Engineer. Unless otherwise indicated on the Drawings, fertilizer shall be applied uniformly at the average rate of three hundred (3Q0) pounds per acre for all types of "Sodding" and four hundred (400) pounds per acre for all types of "Seeding". 4) MEASUREMENT: Topsoil secured from borrow sources will be measured by the square yard in place on the project site. Measurement will be made only on topsoils secured from borrow sources. Acceptable material for "Seeding" will be measured by the linear foot, complete in place. Acceptable material for "Sodding" will be measured by the linear foot, complete in place. Acceptable material for "Fertilizer" shall be subsidiary to the price of sodding or seeding. 5) PAYMENT: All work performed as ordered and measured as provided under "MeasuremenY' shall be paid for at the unit price bid for each item of work. Its price shall be full compensation for excavating (except as noted below), loading, hauling, placing and furnishing all labor, equipment, tools, supplies, and incidentals necessary to complete work. All labor, equipment, tools and incidentals necessary to supply, transport, stockpile and place topsoii or saivage topsoil as specified shall be included in "Seeding" or "Sodding" bid items and will not be paid for directly. 9809400_Specs_ 1099_DO_SpecCond ( W D�.0oc SG 29 08/i 3/99 PART D - SPECIAL CONDITIONS "Spot sodding" or "block sodding" as the case may be, will be paid for at the contract unit price per square yard, complete in place, as provided in the proposal and contract. The contract unit price shall be the total compensation for furnishing and placing all sod; for ali rolling and tamping; for all watering; for disposal of all surplus materials; and for all materials, labor, equipment, tools and incidentals necessary to complete the work, all in accordance with the Drawings and these Specifications. The work performed and materials furnished and measured as provided under "Measurement" shall be paid for at the unit price for "Seeding", or "Sodding", of the type specified, as the case may be, which price shall each be full compensation for furnishing all materials and for performing all operations necessary to complete the work accepted as follows: Fertilizer material and application will not be measured or paid for directly, but is considered subsidiary to Sodding and Seeding. D-74 CONFINED SPACE ENTRY PROGRAM It shall be the responsibiliry of the contractor to implement and maintain a variable "CONFINED SPACE ENTRY PROGRAM" which must meet OSHA requirements for all its employees and subcontractors at all times during construction. All active sewer manholes, regardless of depth, are defined by OSHA as "permit required confined spaces". Contractors shall submit an acceptable "CONFINED SPACE ENTRY PROGRAM" for all applicable manholes and maintain an active file for these manholes. The cost of complying with this program shall be subsidiary to the pay items involving work in confined spaces. D-75 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION A. Prior to the final inspection being conducted for the project, ihe contractor shall contact the city inspector in writing when the entire project or a designated portion of the project is substantially complete. B. The inspector along with appropriate City staff and the City's consultant shall make an inspection of the substantially completed work and prepare and submit to the contractor a list of items needing to be completed or corrected. C. The contractor shall take immediate steps to rectify the listed deficiencies and notify the owner in writing when all the items have been completed or corrected. D. Payment for substantial completion inspection as well as fina! inspection shall be subsidiary to the project price. Contractor shall still be required to address all other deficiencies which are discovered at the time of final inspection. E. Final inspection shall be in conformance with general condition item "C5-5.18 Final Inspection" of PART C- GENERAL CONDITIONS. D-76 EXCAVATION NEAR TREES A. The Contractor shall be responsible for taking measures to minimize damage to tree limbs, tree trunks, and tree roots at each work site. All such measures shall be considered as incidental work included in the Contract Unit Price bid for applicable pipe or structure installation except for short tunneling/tree augering. B. Any and all trees located within the equipment operating area at each work site shall, at the direction of the Engineer, be protected by erecting a"snow fence" along the drip line or edge of the tree root system between tree and the construction area. C. Contractor shali inspect each work site in advance and arrange to have any tree limbs pruned that might be damaged by equipment operations. The Engineer shall be notified at least 24 hours prior to any tree trimming work. No trimming work will be permitted within private property without written permission of the Owner. D. Nothing shall be stored over the tree root system within the drip line area of any tree. E. Before excavation (off the roadway) within the drip line area of any tree, the earth shall be sawcut for a minimum depth of 2 feet. F. At designated locations shown on the drawings, the "short tunnel" method using Class 51 D.I. pipe shall be utilized. G. Except in areas where clearing is allowed, all trees up to 8" in diameter damaged during construction shall be removed and replaced with the same type and diameter tree at the contractor's expense. H. Contractor shall employ a qualified landscaper for all the work required for tree care to ensure utilization of the best agricultural practices and procedures. 9809400_Specs_ t 099_�O_SpecCond( W D).doc SC-30 0S/13/99 PART D - SPECIAL CONDITIONS I. Short tunneling shall consist of power augering or hand excavation. The tunnei diameter shall not be larger than 1-1/2 times the outside pipe diameter. Voids remaining after pipe installation shall be pressure grouted. D-77 CONCRETE ENCASEMENT OF SEWER PIPE Concrete encasement of sewers shall be paid for at the Contract Unit Prfce per linear foot of concrete encasement as measured in place along the centerline of the pipe for each pipe diameter indicated. The Contract Unit Price shall i�clude all costs associated with installation and reinforcement of the concrete encasement. D-78 CLAY DAM Ciay dam construction shall be performed in accordance with the Wastewater C�ay Dam Construction, figure in the Drawings in these Specifications, at locations indicated on the Orawings or as directed by the City. Clay dams shail be keyed into undisturbed soil to make an impervious barrier to reduce groundwater percolation through the pipeline trench. Construction material shall consist of compacted bentonite clay or 2:27 concrete. Payment for work such as forming, placing and finishing shail be subsidiary to the price bid for pipe instailation. D-79 EXPLORATORY EXCAVATION (D-HOLE) The Contractor shall be responsible for verifying the locations of a�l existing utilities prior to construction, in accordance with item D-22. At locations identified on the drawings, contractor shall conduct an exploratory excavation (D-Hole), to locate and veriiy the location and elevation of the exisiing underground utility where it may be in potential conflict with a proposed facility alignment. The exploratory excavation shaH be conducted prior to construction of the entire project only at locations denoted on the plans or as directed by the engineer. Contractor shall submit a report of findings (including surveyed elevations of existing conflicting utilities) to ihe City prior to the start of construction of the entire project. If the contractor determines an existing utility is in conflict with the proposed facility, the contractor shall contact the engineer immediately for appropriate design modifications. The contractor shall make the necessary repairs at the exploratory excavation (D-Hole) to obtain a safe and proper driving surface to ensure the safety of the general public and to meet the approvai of the City inspector. The contractor shall be liable for any and all damages incurred due to the exploratory excavation (D-Hole). Payment shall not be made for verification of existing utilities per item D-22. Payment for exploratory excavation (D-Hole), at locations identified on the plans or as directed by the Engineer, shall include full compensation for all materials, excavation, surface restoration, field surveys, and all incidentals necessary to complete ihe work, shall be the unit price bid. No payment shall be made for exploratory excavation(s) conducted after construction has begun. D-80 INSTALLATION OF WATER FACILITIES 80.1 Polyvinyl Chloride (PVC) Water Pipe: POLYVINYL Chloride Plastic Water Pipe and fittings on this Project shall be in accordance with the material standard contained in the General Contract Documents. Payment for work such as backfill, bedding, blocking, detectable tapes and ali other associated appurtenant required, shall be included in the linear foot price bid of the appropriate BID ITEM(S). 80.2 Blocking: Concrete blocking on this Project will necessarily be required as shown on the Plans and shall be installed in accordance with ihe General Contract Documents. All valves shall have concrete blocking provided for suppo�ting. No separate payment will be made for any of the work involved for the item and all costs incurred will be considered to be included in the linear foot bid price of the pipe or the bid price of the valve. 80.3 Type of Casing Pipe: 1. WA7ER: The casing pipe for open cut and bored or tunneled section shall be AWWA C-200 Fabricated Electricalfy Welded Steel Water Pipe, and shall conform to the provisions of E1-15, E1-5 and E1-9 in Material Specifications of General Contract Documents and Specifications for Water Department Projects. The steel casing pipe shall be supplied as follows: For the inside and outside of casing pipe, coal-tar protective coating in accordance with the requirements of Sec. 2.2 and related sections in AWWA C-203. Touch-up after field welds shall provide coating equal to those specified above. Minimum thickness for casing pipe used shall be 0.375 inch. 9809400_Specs_7099_OO_SpecCond(WD) doc cJC-3 � 08/13/99 PART D - SPECIAL CONDITIONS Siainiess Steei Casing Spacers (centering sryle) such as manufactured by Cascade Waterworks Manufacturing Company or an approved equal shall be used on all non-concrete pipes when installed in casing. Installation shall be as recommended by the manufacturer. 2. SEWER: Boring used on this project shall be in accc�ance with the material standard E1-15 and Construction standard E2- 15 as per Fig. 110 of the General Contract Documents. 3. PAYMENT: Payment for all materials, labor, equipment, excavation, concrete grout, backfill, and incidental work shall be included in the unit price bid per foot. 80.4 Tie-Ins: The Contractor shall be responsible for making tie-ins to the existing water mains. It shall be the responsibility of the Contractor to verify the exact location and elevation of the existing line tie-ins. And any differences in locations and elevation of existing line tie-ins between the contract drawings and what may be encountered in the field shall be considered as incidental to construction. The cost of making tie-ins to existing water or sanitary sewer mains shall be included in the linear foot bid price of the pipe. 80.5 Connection of Existing Mains: The Contractor shall determine the exact location, elevation, configuration and angulation of existing water or sanitary sewer lines prior to manufacturing of the connecting piece. Any differences in locations, elevation, configuration, and or angulation of existing lines between the contract drawings and what may be encountered in the said work shali be considered as incidental to construction. Where it is required to shut down existing mains in order to make proposed connections, such down time shall be coordinated with the Engineer, and all efforts shall be made to keep this down time to a minimum. In case of shutting down an existing main, the Contractor shall notify the Manager, Construction Services, Phone 871-7813, at least 48-hours prior to the required shut down time. The Contractor's attention is directed to Paragraph C5-5.15 INTERRUPTION OF SERVICE, Page CS-5(5), PART C- GENERAL CONDITIONS OF THE WATER DEPARTMENT GENERAL CONTRACT DOCUMENTS AND GENERAL SPECIFICATIONS. The Contractor shall notify the customer both personally and in writing as to the location, time, and schedule of the service interruption. The cost of removing any existing concrete blocking shall be included in the cost of connection. Unless bid separately all cost incurred shall be included in the linear foot price bid for the appropriate pipe size. 80.6 Valve Cut-Ins: It may be necessary to cut-in gate valves to isolate the water main from which the extension and/or replacement is to be connected. This may require closing valves in other lines and putting consumers out of service for thai period of time necessary to cut in the new valve; the work must be expedited to the utmost and all such cut-ins must be coordinated with the engineer in charge of inspection. All consumers shall be individually advised prior to the shut out and advised of the approximate length of time they may be without service. Payment for work such as backfill, bedding, fittings, blocking and all other associated appurtenants required, shall be included in the price of the appropriate bid items. 80.7 Water Services: The relocation, replacement, or reconnection of water services will be required as shown on the plans, and/or as described in these Special Contract Documenis fn addition to those located in the field and identified by the Engineer. All service's shall be constructed by the contractor utifizing approved factory manufactured tap saddles (when required) and corporation stops, type K copper water tubing, curb stops with lock wings, meter boxes, and if required approved manufactured service branches. All materials used shall be as specified in the Material Standards (E1-17 & E1-18) contained in the General Contract Documents. All water services to be replaced shall be installed at a minimum depth of 36 inches below final grade. All existing 3/4-inch water service lines which are to be replaced shall be replaced with 1-inch Type K copper, 1-inch diameter tap saddle when required, and 1-inch corporation from the main line to the meter box. All services which are to be replaced or relocated shall be installed with the service main tap and service line being in line with the service meter unless otherwise directed by the Engineer. A minimum of 24 hours advance notice shall be given when service interruption will be required as specified in Section C5- 5.15 INTERRUPTION OF SERVICE. All water service meters shall be removed, tagged, and collected by the contractor for pickup by the Water Department for reconditioning or replacement. After instailation of the water service in the proposed location and receipt of a meter from the project inspector the contractor shall install khe meter. The meter box shall be reset as necessary to be flush with existing 9809400_Specs_� 099_DO_SGecCond(W D).doc S�.-32 08/13/99 PART D - SPECIAL CONDITIONS ground or as otherwise directed by the Engineer. All such work on the outlet side of the service meter shall be performed by a licensed plumber. 1. WATER SERVICE REPLACEMENTS: Water service replacement or relocation is required when the existing service is lead or is too shallow to avoid breakage during street reconstruction. The contractor shall replace the existing service line with Type K copper from the main to the meter, curb stop with lock wings, and corporation stop. Payment for all work and materials such as backfill, fittings, type K copper tubing, curb stop with lock wings, service line adjustment, and any relocatlon of up to 12-inches from center line existing meter location to center line proposed meter location shall be included in the Linear Foot price bid for Copper Service Line from Main to five (5) feet behind Meter. Any vertical adjustment of customer service line within the 5 foot area shall be subsidiary to the service installation. Payment for all work and materials such as tap saddle (if required), corporation stops, and fittings shall be included in the price bid for Service Taps to Main. 2. WATER SERVICE RECONNECTION: Water service reconnection is required when the existing service is copper and at adequate depth to avoid breakage during street reconstruction. The contractor shall adjust the existing water service line as required for reconnection and furnish a new tap with corporation stop. The contractor will be paid for one (1) Service Tap to Main for each service reconnected plus for any copper service line used in excess of five (5) feet from Main to five (5) feet behind the Meter. 3. WATER SERVICE METER AND METER BOX RELOCATIONS: When the replacement and relocation of a water service and meter box is required and the location of the meter and meter box is moved more than twelve (12) inches, as measured from the center line of the existing meter to location to the center {ine of the proposed meter location, separate payment will be allowed for the relocation of service meter and meter box. Centerline is defined by a line extended from the service tap through the meter. Only relocations made perpendicular to this centeriine will be paid for separately. Relocations made along the centerline will be paid of in feet of copper service line. When relocation o# service meter and meter box is required, payment for all work and materials such as backfill, fittings, five (5) feet of type K copper seniice and all materials, labor, and equipment used by and for the licensed plumber shall be included in the price bid for the service meter relocation. All other costs will be included in other appropriate bid item(s). This item will also be used to pay for ail service meter and meter box relocations as required by the Engineer when the service line is not being replaced. Adjustment of only the meter box and customer service line within 5 feet distance behind the meter will not justify separate payment at any time. Locations with multiple service branches will be paid for as one service meter and meter box relocation. 4. NEW SERVICE: When new services are required the contractor shall install tap saddle (when required), corporation stop, type K copper service line, curb stop with lock wings, and meter box. Payment for al( work and materials such as backfill, fittings, type K copper tubing, and curb stop with lock wings shall be included in the Linear Foot price bid for Service Line from Main to Meter five (5) feet behind the meter. Payment for all work and materials such as tap saddle, corporation stops, and fittings shall be included in the price bid for Service Taps to Mains. Payment for all work and materials such as furnishing and setting new meter box shall be included in the price bid for furnish and set meter box. 5. MULTIPLE SERVICE BRANCHES: When multiple service branches are required the coniractor shall furnish approved factory manufactured branches. Payment for multiple service branches will include furnishing and installing the multiple service branch only and all other cost will be included in other appropriate bid item(s). 9809400_Specs_ 1099_DO_SpecConG( W D), doc SC-33 08/13/99 PART D - SPECIAL CONDITIONS 6. MULTIPLE STREET SERVICE LINES TO SINGLE SERVICE METER: Any multiple service lines with taps servicing a single service meter encountered during construction shali be replaced with one service line that is applicable for the size of the existing service meter and approved by the Engineer. Payment shall be made at the unit bid price in the appropriate bid item(s). 80.8 2-Inch Temporary Service Line: The 2-inch temporary service main and 3/4-inch service lines shall be installed to provide temporary water service to all buildings that will necessarily be required to have severed water service during said work. The contractor shall be responsible for coordinating the schedule of the temporary service connections and permanent service reconnections with the building owners and the Engineer in order that the work be performed in an expeditious manner. Severed water service must be reconnected within 2 hours of discontinuance of service. A 2-inch tapping saddle and 2-inch corporation stop or 2-inch gate valve with an appropriate fire hydrant adapter fitting shall be required at the temporary service point of connection to the City water supply. The 2-inch temporary service main and 3/4- inch service lines shall be installed in accordance to the attached figures 1, 2 and 3. 2" temporary service line shall be cleaned and sterilized by using chlorine gas or chlorinated lime (HTH) prior to installation. A two-inch meter will be furnished by the Water Department Meter Shop and installed by the Contractor at its point of connection to the Ciry water supply for record keeping purposes only. The out-of-service meters shall be removed, tagged and collected by the Contractor for delivery to the Water Department Meter Shop for reconditioning or replacement. Upon restoring permanent service, the Contractor shall re-install the meters at the correct location. The meter box shall be reset as necessary to be flush with the existing ground or as otherwise directed by the Engineer. The temporary service layout shall have a minimum available flow rate of 5 GPM at a dynamic pressure of 35 PSI per service tap. This criteria shall be used by the Contractor to determine the length of temporary service allowed, number of service taps and number of feed points. When the temporary service is required for more than one location the 2-inch temporary service pipes, 3/4-inch service lines and the 2-inch meter shall be moved to the ne� successive project location. Payment for work such as fittings, 3/4-inch service lines, asphalt, barricades, all service connections, removal of temporary services and all other associated appurtenants required, shall be included in the appropriate bid item. 80.9 Adjust Manholes, and Vaults (Utility Cut): Contractor will be responsible for adjusting water valve boxes, manholes and vaults to match new pavement grade. The unit price bid will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. 80.10 Adjust Water Valve Boxes: Contractor will be responsible for adjusting water valve boxes to match new pavement grade. The water valves themselves will be adjusted, if necessary, by Ciry of Fort Worth Water Department forces. Prior to the beginning of work, the Contractor shall make an inventory of the condition of existing water valve boxes. The Construction Engineer will field verify this inventory and provide the Contractor replacements for broken vaive boxes. The contractor shall replace the valve boxes which are damaged during construction at no cost to the City. The unit price bid per each will be full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work. 80.11 Purging and Sterilization of Water Lines: Before being placed into service all newly constructed water lines shall be purged and sterilized in accordance with E2-24 of the General Contract Documents and Specifications except as modified herein. The Contractor will furnish all water for INITIAL cleaning and sterilization of water lines. All materials for construction of the project, includsng appropriately sized "pipe cleaning pigs", chlorine gas or chlorinated lime (HTH) shall be furnished by the Contractor. Chlorinated lime (HTH) shall be used in sufficient quantities to provide a chlorine residual of fifty (50) PPM. The residuai of free chlorine shall be measured after 24 hours and shall not be less than 10 parts per million of free chlorine. Chlorinated water shall be disposed of in the sanitary sewer system. Should a sanitary sewer not be available, chlorinated water shall be "de-chlorinated" prior to disposal. The line may not be placed in service until two successive sets of samples, taken 24 hours apart, have met the established standards of purity. Purging and sterilization of the water lines shall be considered as incidental to the project and all costs incurred will be considered to be included in the linear foot bid price of the pipe. 80.12 Work Near Pressure Plane Boundaries: Contractor shall take note that the water line to be replaced under this contract may cross or may be in close proximity to an existing pressure plane boundary. Care shall be taken to ensure all "pressure plane" valves installed are instalied ciosed and no cross connections are made between pressure planes 98C9400_Specs_ 1099_DO_SpecCond� W D).doc .SC-34 08/13/99 PART D - SPECIAL CONDITIONS 80.13 Water Sample Station: 1. GENERAL: All water sampling station installations will be per attached Figure 34 or as required in large water meter vaults as per Figure 33 unless otherwise directed by the Engineer. The appropriate water sampling station will be furnished to the Contractor free of charge; however, the Contractor will be required to pick up this item at the Field Operations Warehouse. 2. PAYMENT FOR FIGURE 34 INSTALLATIONS: Payment for all work and materials necessary for the installation of the 3/4-inch type K copper service line will be shall be included in the price bid for copper Service Line from Main to Meter. Payment for all work and materiais necessary for the installation tap saddle (if required), corporation stops, and fittings shall be included in the price bid for Service Taps to Main. Payment for all work and materials necessary for the installation of the sampling station, concrete support block, curb stop, fittings, and an incidental 5-feet of type K copper service line which are required to provide a complete and functional water sampling station shall be included in the price bid for Water Sample Stations. 3. PAYMENT FOR FIGURE 33 INSTALLATIONS: Payment for all work and materials necessary for the installation tap saddle, gate valve, and fittings shall be included in the price bid for Service Taps to Main. Payment for all work and materials necessary for the instaliation of the sampling station, modification to the vault, fittings, and all type K copper service line which are required to provide a complete and functional water sampling station shall be included in the price bid for Water Sample Stations. 80.14 Ductile lron and Gray Iron Fittings: Reference Part E2 Construction Specifications, Section E2-7 Installing Cast Iron Pipe, fittings, and Specials, Sub section E2- 7.11 Cast Iron Fittings: the first Paragraph shall be revised to read as follows: E2-7.11 DUCTILE-IRON AND GRAY-IRON FITTINGS: All ductile-iron and gray-iron fittings shall be furnished with cement mortar lining as stated in Section E1-7. The price bid per ton of fittings shall be payment in ful! for all fittings, joint accessories, polyethylene wrapping, horizontal concrete blocking, vertical tie-down concrete blocking, and concrete cradle necessary for construction as designed. All ductile-iron and gray-iron fittings, valves and specials shall be wrapped with polyethylene wrapping conforming to Material Specification E1-13 and Construction Specification E2-13. Wrapping shall precede horizontal concrete blocking, vertical tie- down concrete blocking, and concrete cradie. Payment for the polyethylene wrapping, horizontal concrete blocking, vertical tie-down concrete blocking, and concrete cradle shall be included in bid items for vales and fittings and no other payments will be allowed. D-81 SPRINKLING FOR DUST CONTROI All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" shall apply. However, no direct payment will be made for this item and it shall be considered to this contract. D-82 DEWATERING The Contractor shall be responsible for determining the method of dewatering operation for the water or sewage flows from the existing mains and ground water. The Contractor shall be responsible for damage of any nature resulting from the dewatering operations. The DISCHARGE from any dewatering operation shali be conducted as approved by the Engineer. Ground water shall not be discharged into sanitary sewers. Dewatering shall be considered as incidental to a construction and all costs incurred will be considered to be included an the project price. 9809400_Specs_1099 DO_SpecCond(WO).doc SC-35 08/13/99 PART D - SPECIAL CONDITIONS D-83 TRENCH EXCAVATION ON DEEP TRENCHES Contractor to prevent any water flowing into open trench during construction. Contracior shall not leave excavated trench open overnight. Contractor shall fill any trench the same day of excavation. No extra payment shall be allowed for this special condition. D-84 TREE PRUNING A. REFERENCES: National Arborist Association's "Pruning Standards for Shade Trees". B. ROOT PRUNING EQUIPMENT 1. Vibratory Knife 2. Vermeer V-1550RC Root Pruner C. NATURAL RESOURCES PROTECTION FENCE 1. Steel "T' = Bar stakes, 6 feet long. 2. Smooth Horse-Wire: 14-1/2 gauge (medium gauge) or 12 gauge (heavy gauge). 3. Surveyor's Plastic Flagging: "Tundra" weight, International fluorescent orange or red color. 4. Combination Fence: Commercially manufactured combination soil separator fabric on wire mesh backing as shown on the Drawings. D. ROOT PRUNING 1. Survey and stake location of root pruning trenches as shown on drawings. 2. Using the approved specified equipment, make a cut a minimum of 36 inches deep in order to minimize damage to the undisturbed root zone. 3. Backfill and compact the t�ench immediately after irenching. 4. Place a 3-foot wide by 4-inch deep cover of mulch over the trench as required by the Engineer. 5. Within 24 hours, prune flush with ground and backfill any exposed roots due to construction activity. Cover with wood chips of mulch in order to equalize soil temperature and minimize water loss due to evaporation. 6. Limit any grading work within conservation areas to 3-inch maximum cut or fill, with no roots over 1-inch diameter being cut uniess cut by hand or cut by specified methods, equipment and protection. E. MULCHING: Apply 2-inches to 4-inches of wood chips from trimming or clearing operation on areas designated by the Engineer. F. Tree Pruning shall be considered subsidiary to the project contract price. D-85 TREE REMOVAL Trees to be removed shall be removed using applicabie methods, including stump and root ball removal, loading, hauling and dumping. Extra caution shall be taken to not disrupt existing utilities both overhead and buried. The Contractor shall immediately repair or replace any damage to utilities and private property including, but not limited to, water and sewer services, pavement, fences, walls, sprinkler system piping, etc., at no cost to the Owner. All costs for tree removal, including temporary service costs, shall be considered subsidiary to the project contract price and no additional payment will be allowed. D-86 TEST HOLES The matter of subsurface exploration to ascertain the nature of the soils, including the amount of rock, if any, through which this pipeline installation is to be made is the responsibility of any and all prospective bidders, and any bidder on this project shall submit his bid under this condition. Whether prospective bidders perform this subsurface exploration jointly or independently, and whether they make such determination by the use of test holes or other means, shall be left to the discretion of such prospective bidders. 9809400_Specs_t 099_DO_SpecCond( W D)-doc S C-36 08/13/99 . PART D - SPECIAL CONDITIONS If test borings have been made and are provided for bidder's information, at the locations shown on the logs of borings in the appendix of this specification, it is expressly declared that neither the City nor the Engineer guarantees the accuracy for the information or that the material encountered in excavations is the same, either in character, location, or elevation, as shown on the boring logs. It shall be the responsibility of the bidder to make such subsurface investigations as he deems necessary to determine the nature of the material to be excavated. The Contractor assumes all responsibility for interpretation of these records and for making and maintaining the required excavation and of doing other work affected by the geology of the site. The cost of all rock removal and other associated appurtenances, if required, shall be included in the linear foot bid price of the pipe. 9809400_Specs_1099_DO_SpecCond(WD).doc SC-37 08/13/99 -10- ADDITIONAL SPECIAL CONDITIONS (Water Department) 9809400_Specs_1099_DO.doc PART DA - ADDITIONAL SPEClAL CONDITIONS DA-1 DA-2 DA-3 DA-4 DA-5 DA-6 DA-7 DA-8 DA-9 DA-10 DA-11 DA-12 DA-13 DA-14 DA-15 DA-16 DA-17 DA-18 DA-19 DA-20 DA-21 DA-22 DA-23 DA-24 DA-25 DA-26 DA-27 DA-28 DA-29 DA-30 DA-31 DA-32 DA-33 DA-34 DA-35 DA-36 DA-37 DA-38 DA-39 PIPELINE REHABILI7ATION CURED-IN-PLACE PIPE (OMITTEDJ ................................................................................................1 PIPEENLARGEMENT SYSTEM ....................................................................................................................................................... 1 FOLDAND FORM PIPE (OMITTEDJ ................................................................................................................................................5 SLIPLINING(OMITTEDJ ...................................................................................................................................................................5 PIPE INSTALLED BY OTHER THAN OPEN CUT (OMfTTEDJ ......................................................................................................... 5 SERVICE LINE POINT REPAIR / CLEANOUT REPAIR jOMITfEDJ ................................................................................................ 5 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION (OMiTTEDJ ..................................................................... 5 MANHOLEREHABILITATION (OMITTEDJ .......................................................................................................................................5 SURFACE PREPARATION FOR MANHOLE REHABILITATION (OMITrEDJ .................................................................................. 5 INTERIOR MANHOLE COATING - MICROSILICATE MORTAR SYSTEM (OMITTED] .................................................................... 5 INTERIOR MANHOLE COATING - QUADEX SYSTEM (OMlTTED] ................................................................................................. 5 INTERIOR MANHOLE COATING - SPRAY WALL SYSTEM (OMITTED] ......................................................................................... 5 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM (OMITTED] .......................................................................................5 INTERIOR MANHOLE COATING: PERMACAST SYSTEM WITH EPDXY LINER (OMITTEDJ .......................................................5 INTERIOR MANHOLE COATING-STRONG-SEAL-SYSTEM (OM/TTED] ........................................................................................5 RIGID FIBERGLASS MANHOLE LINERS (OMITfEDJ .....................................................................................................................6 PVC LINED CONCRETE WALL RECONSTRUCTION (OMITTEDJ ..................................................................................................6 PRESSUREGROUTING (OMlTTEDJ ...............................................................................................................................................6 VACUUM TESTING OF REHABILITATEO MANHOLES (OMITTEDJ ................................................................................................6 FIBERGLASS MANHOLES (OMITTEDJ ...........................................................................................................................................6 LOCATION AND EXPOSURE OF MANHOLES AND WA7ER VALVES (OMlTTEDJ ........................................................................6 REPLACEMENT OF CONCRETE CURB AND GUTTER (OMITTED] ............................................................................................... 6 REPLACEMENT OF 6" CONCRETE DRIVEWAYS (OMlTTEDJ ....................................................................................................... 6 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE (OMITTED] ...............................................................................................6 GRADEDCRUSHED STONES (OMITTEDJ .....................................................................................................................................6 WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE (OMITTEDJ ..............................................................................................................6 BUTTJOINTS - MILLED (OMiTTED] ................................................................................................................................................6 2" H.M.A.C. SURFACE COURSE (TYPE „p,. MIX) (OMITTEDJ ........................................................................................................6 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER (OMITTEDJ ............................................................................................... 6 NEW 7" CONCRETE VALLEY GUTTER jOMITTEDJ .......................................................................................................................6 NEW 4" STANDARD WHEELCHAIR RAMP (OMITTEDJ ..................................................................................................................6 8" PAVEMENT PULVERIZATION (OMITTED] ..................................................................................................................................6 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT) (OMITTEDJ .............................................................................6 RAISEDPAVEMENT MARKERS (OMITTEDJ .................................................................................................................................. 6 POTENTIALLY PETROLEUM CONTAMINATED MATERIAI HANDLING (OM/TTEDJ .....................................................................6 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL (OMITTED] ............................................................6 ROCK RIPRAP - GROUT - FILTER FABRIC (OMI7TEDJ .................................................................................................................6 CONCRETE PIPE FITTINGS AND SPECIALS (OM/TTEDJ ..............................................................................................................6 PIPEINSTALLED BY SHORT BORE ................................................................................................................................................6 9809400_SGecs_1099_DO_AG4SpecCond(WD).doc ASC-i 04/16/99 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-1 PlPELINE REHABILITATION CURED-IN-PLACE PIPE (OMITTEDJ DA-2 PIPE ENLARGEMENT SYSTEM A. GENERAL: Description: This specification includes requirements to rehabilitate existing sanitary sewers by the pipe eniargement system, herein called Pipe Bursting or Pipe Crushing (Pipe Bursting/Crushing). This system includes splitting or bursting the existing pipe to install a new polyethylene pipe and reconnect existing sewer service connections. 2. Methods: This section specifies the approved system method or process to include all labor, materials, tools, equipment and incidentals necessary to provide for the complete rehabilitation of deteriorated gravity sewer lines by the Pipe Bursting/Crushing systems. Rpproved methods include: the PIM Corporation (PIM System), Piscata Way, New Jersey; McLat Construction (McConnell System for Pipe Crushing), Houston, Texas; and Trenchless Replacement Systems, (TRS System), Calgary, Canada. Refer to Part D- SPECIAL CONDITIONS D-61 SIBSTiTUTIONS for information regarding pre-approvai procedures for alternative processes. Definition: The Pipe Bursting/Crushing system is defined as the reconstruction of graviry sewer pipe by installing an approved pipe material, by means of one of the pre-approved methods set forth in Section A.2 of this specification. The process involves the use of a static, hydraulic or pneumatic hammer "moling" device, suitably sized to break out the old pipe or using modified boring "knife" with a fiared plug that implodes and crushes the existing sewer pipe. Forward progress of the "mole" or the "knife" may be aided by the use of hydraulic equipment or other apparatus, as specified in the approved methods. The replacement pipe is either pulled or pushed into the bore. The method allows for replacement of pipe sizes from 8" through 21" and/or upsizing in varying increments up to 21". This specification is based on the precedent that the Pipe Bursting/Crushing system used has been pre-approved by the City of Fort Worth Department of Engineering, and Fort Wo�th Water Department. 4. Quality Assurance: The Contractor shall be certified by the particular pipe bursting/crushing system manufacturer that such firm is a licensed instailer of their system. No other Pipe Bursting/Crushing system other than those listed in Section A.2. of these specifications is acceptable. a. Personnel directly involved with installing the new pipe shall receive training in the proper methods for joint fusing, handling, and instaliing the polyethylene pipe. Training shall be performed by a qualified representative as determined by the pipe manufacturer. b. Personnel directly involved with instaliing the new pipe shall receive training in the proper methods for joint fusing, handling, and installing the polyethylene pipe. Training shall be performed by a qualified representative as determined by the pipe manufacturer. 5. Submittals: Submit for review and acceptance, the following Con#ractor's Work Plan and Drawings to the Department of Engineering (DOE): a. Shop drawings, catalog data, and manufacturer's technical data showing complete information on material composition, physical properties, and dimensions of new pipe and fittings. Include manufacturer's recommendetion for handling, storage, and repair of pipe and fittings if damaged. b. Location and number of insertion or access pits shall be planned by Contractor and submitted in writing prior to excavation for approval by DOE. c. Method of construction and restoration of existing sewer service connections. This shall include: 1) Detail drawings and written description of the entire construction procedure to install pipe, bypass sewage flow and reconnection of sewer service connections. 2) Working drawings for information only showing sewage flow bypass, and maintenance of traffic. Contractor shall provide for continuous sewerage flow. Dewatering shall be the Contractor's responsibility. 3) Certification of workmen training for installing pipe. 4) Television inspection reports and video tapes made after new pipe installation. 6. Delivery, Storage, and Handling: a. Transport, handle, and store pipe and fittings as recommended by manufacturer. 9809400_Specs_ 1099_DO_Aa dSpecCand ( W D). doc AS C- � �4/i 6/99 PART DA - ADDITIONAL SPECIAL CONDITIONS b. If new pipe and fittings become damaged before or during installation, it shall be repaired as recommended by the manufacturer or replaced as required by the Project Manager at the Contractor's expense, before proceeding further. c. Deliver, store and handle other materials as required to prevent damage. B. MATERIALS: 1. Polyethylene Piping Material: The pipe and fitting material shall be high density, e�ra molecular weight (EHMW) polyethylene pipe material conforming to ASTM D1248, Type III, Class C, Category 5, Grade P34, and have a PPI (Plastic Pipe Institute) recommended designation of PE3408 and cell classification 345434C per ASTM D3350. The molecular weight category shall be extra high (250,000 to 1,500,000) as per the Gel Permeation Chromatography determination procedure with a typical value of 330,000. a. The interior of the pipe shall be a light reflective color to facilitate closed circuit television inspection. b. The pipe material shall be listed by the Plastic Pipe Institute (PPI) in PPI TR-4. The pipe material shall have as hydrostatic design basis of 1600 psi at 73°F and 800 psi at 140°F. c. The manufacturer's certification shall state that the pipe was manufactured from one specific resin and shall state the resin used and its source. All pipe shall be made of virgin material. No rework, except that obtained from the manufacturer's own production of the same formulation, shall be used. d. Pipe supplied under this specification shall have a nominal IPS (Iron Pipe Size) outside diameter. The Standard Dimension Ratio (SDR1 and minimum oressure ratina of the oioe shall be SDR 17 - 100 �si. Pipe with a lower SDR ratio and higher pressure rating may be used in lieu of the minimum specified. 2. Tests: The Contractor shall be required to send submittals to the City of Fort Worth on the production material. The pipe manufacturer shall provide certification that samples of the production product meets these specifications. The certification will state that production product has been tested in accordance with ASTM D2837, and validated in accordance with the latest revision of PPI TR-3. The pipe manufacturer shall provide certification that stress regression testing has been performed on the specific product. Certification shall include a stress life curve per ASTM D2837 and testing shall have been performed in accordance with ASTM D2837. c. Rejection: Polyethylene plastic pipe and fittings may be rejected for failure to meet any of the requirements of this specification. C. SEWER SERVICE CONNECTIONS: 1. Sewer Service Connections: Sewer service connections shall be connected to the new pipe by mechanical or fusion methods. Once the saddle is secured, a hole shall be drilled in the pipe the full inside diameter of saddle outlet. 2. Pipe Saddles: Mechanical saddles shall be made of polyethylene pipe compound that meets the requirements of ASTM D1248, Class C, have stainless steel straps and fasteners, neoprene gasket and backup plate. Mechanical saddles shall be Strap-on-Saddle 7ype as manufactured by Driscopipe or Tapping Saddle manufactured by DuPont, or approved equal. Fusion saddles shall be electrofusion branch saddles as manufactured by Central Plastics Company, or approved equal. 3. Connection to Existing Service: Connections to the existing sewer service connections pipe shall be made using flexible couplings. All Flexible couplings shall conform to ASTM C425 and shall be as manufactured by Fernco Joint Sealer Co.. DFW Plastics, Inc. or approved equal. Backfill at service connections shall be cement stabilized sand (2 sacks per cubic yard) to a point 12 inches above the service lateral to irench intersection and shall be in accordance with these specifications. The Contractor shall, upon request, permit the Engineer to take elevations on both the existing and new portions of the service connection pole to determine final grade and invert elevations. Elevation changes greater than 0.10 feet from the house lateral piping and shall be reconnected as directed by the Engineer. 4. Service Interruptions: Service interruptions to homes shall not exceed 18 hours. 9809400_SpecS_ 7 099_OO_A0dSpecCond( W D).doc AS C-2 �4/16/99 PART DA - ADDITIONAL SPECIAL CONDITIONS D. PREPARATION: 1. Bypassing Sewage: a. The Contractor shall bypass the sewage around the section or sections of sewer to be rehabilitated. The bypass shall be made by plugging existing upstream manhole and pumping the sewage into a downstream manhole or adjacent system or other method as may be approved by the Engineer. The pump and bypass lines shall be of adequate capacity and size to handle the flow without sewage backup occurring to facilities connected to the sewer. b. The Contractor shall be responsibie for continuity of sanitary sewer service to each facility connected to the section of sewer during the execution of the work. If sewage backup occurs and enters buildings, the Contractor shall be responsible for clean-up, repair, property damage costs and claims. 2. Line Obstructions: If pre-insiallation (TV) inspection reveals an obstruction in the existing sewer (heavy solids, dropped joints, protruding service taps or collapsed pipe) which will prevent compietion of the pipe bursting/crushing process, and cannot be removed by conventional sewer cleaning equipment, then an obstruction removal shall be made by the Contractor, with the approval of the Engineer. Sags in Sewer Line: ALL SAGS AfVD GRADE PROBLEMS IN EXISTING SEWER LIfVES SHALL BE CORRECTED AS PART OF THIS CONTRACT. If the pre-construction television inspection reveals a sag in the sewer line, the Contractor shall be responsible for bringing the proposed sewer pipe to an acceptable grade without a sag. A sag is defined as any sewer line segment more than 3 feet in length which ponds water in the absence of sewage flow. The contractor shall take the necessary measures to eliminate the sag by the method of: pipe replacement, digging a sag elimination pit and bringing the bottom of the pipe trench to a uniform grade in line with the existing pipe invert or by other measures that shall be acceptable to khe Engineer and the City. a. Identification of Sags: Sags shall be identified by television inspection in the absence of sewage flow. If availabie, the Contractor shall be furnished television tapes from the City identifying the sag location. Flow shall be blocked at an upstream manhole and diverted to another sewer line or downsiream manhole below the segment of pipe to be inspected. TV inspection shall be perforrned in accordance with television inspection of sanitary sewer lines. Video tapes shall be submitted to the DepaRment of Engineering for review. b. Correction of Sags: Sags shall be corrected by open cut and by adding additional bedding material to bring ihe sag back to grade where access is available. For pipe enlargement methods, all sags identified on the pre- construction video tapes shall be corrected prior to commencing with pipe enlargement. In instances where sags are located under existing structures, the existing sewer line may be relocated using open cut or boring methods. The Department of Engineering shall specifically review potential relocation's and evaluate the constructability, economics and engineering feasibility prior to construction work. c. Measurement and Payment: Measurement and payment to correct sags shall be per linear foot of pipe construction to correct the sag. For pipe bursting methods, open-cut or bore construction, the applicable bid prices in the proposal section shall apply. 4. Television lnspection: Inspection of the pipelines shall be performed by experienced personnel trained in locating breaks, obstacles and service connections by ctosed circuit color television. Television inspection shall be in accordance with the specifications contained herewith for "Pre- and Post-Construction Television Inspection of Sanitary Sewer Lines". E. PIPE ENLARGEMENT SYSTEM AND PIPE INSTALLA710N: 1. Site Organization: a. Insertion or access pits shall be located such that their total number shall be minimized and the length of replacement pipe installed in a single pull shall be maximized. b. Existing manholes shall be utilized wherever practical. Manhole inverts and bottoms may be removed to permit access for installation equipment. c. Equipment used to perform the work shall be located away from buildings so as not to create a noise impact. Provide silencers or other devises to reduce machine noise as needed to meet requirements. 9809400_Specs_1099_DO_A0C SpecCond( W D).0oc ASC-3 04/16/99 PART DA - ADDITIONAL SPECIAL CONDlTIONS Finished Pipe: The installed replacement pipe shall be continuous over the entire length of each pipe segment from manhole to manhole and shall be free from visual defects such as foreign inclusions, concentrated ridges, discoloration, pitting, varying wall thickness, pipe separation, other deformities. Replacement pipe with gashes, nicks, abrasions, or any such physical damage which may have occurred during storage and/or handling, which are larger/deeper than 10% of the wall ihickness shall not be used and shall be removed from the construction site. The replacement pipe passing through or terminating in a manhole shall be carefuily cut out in a shape and manner approved by the Engineer. The invert and benches shall be streamlined and improved for smooth flow. The installed pipe shall meet the leakage requirements of the p�essure test specified later. 3. Pipe Jointing: a. Sections of polyethylene replacement pipe shall be assembled and joined on the job site above the ground. Jointing shall be accomplished by the heating and butt-fusion system in strict conformance with the manufacturer's printed instructions. b. The butt-fusion sysiem for pipe jointing shall be carried out in the field by operators with prior experience in fusing polyethylene pipe with similar equipment using proper jigs and tools per standard procedures outlined by the pipe manufacturer. These joints shall have a smooth, uniform, double rolled back bead made while appiying the proper melt, pressure, and alignment. It shall be the sole responsibility of the Contractor to provide an acceptable butt-fusion joint. All joints shall be made available for inspection by the Engineer before insertion. The replacement pipe shali be joined on the site in appropriate working lengths near the insertion pit. The maximum length of continuous replacement pipe which shall be assembled above ground and pulled on the job site at any one time shall be 600 linear feet. c. For situations where the replacement pipe is not pulled alI the way to the manhole or if it is impossible to pull the missile all the way through, the following shall apply: At the direction of the Engineer, a 12"-18" full circle steel cfamp shall be utilized to connect segments of the HDPE pipe. 4. New Pipe Installation: a. Thread winch cable or chain and associated lines through sewer section to be rehabilitated. Keep lines away from pedestrian and vehicular traffic. b. Existing manholes may be used for launch and receiving access. Remove manhole invert and bottom as required. Pul! winch chain through sewer section and attach to cutter and machine head. Lower into launching manhole, apply winch tension pulling the cutter and head into the sewer until the rear of the machine is flush with the manhole wall. Attach steel starter pipe and advance assembly until the rear of the stesf staRer pipe is flush with the manhole wall. Lower hydraufic jack into the manhole and align. Insert new pipe by simultaneous operation of the jack and winching the cutter and head forvvard. 5. Anchoring New Pipe and Sealing Manholes: a. After the new pipe has been installed in the entire length of the sewer section, anchor the pipe at manholes. The new pipe shall protrude in the manholes for enough distance to allow sealing and trimming. b. Sealing the new pipe at manholes shall not begin for a minimum of ten {10) hours after installation. Provide a flexible gasket connector in the manhole wall at the end of the new pipe, centered in the existing manhole wall. Grout flexible connector in the manhole, filling all voids the full thickness of ihe manhole wall. c. Restore manhole bottom and invert. 6. Field Testing: a. Low Pressure Air Test of Replacement Pipe: After a manhole-to-manhole section of sanitary sewer main has been pipe burst/crushed and prior to any service lines being connected to the replacement pipe, the pipe shall be plugged at each manhole with pneumatic plugs. The design of the plugs shall be such that they will hold against the test pressure without requiring external blocking or bracing. One of the plugs shall have three air hose connections; one for the inflation of the plug, one for reading the air pressure in the sealed line, and one for introducing air into the sealed line. Low pressure air shall then be introduced into the sealed line until the internal air pressure reaches 4.0 psig greater than the average back pressure resulting from any ground water that may be over the pipe. At least two minutes shall elapse to allow the pressure to stabilize. The time required for the internal pressure to decrease from 3.5 to 2.5 psig greater than the average back pressure resulting from any ground water that may be over the pipe, shall not be less than the time shown for a given pipe diameter in the following table: 9809400_Specs_7 099_DO_AddSpecCond� W D).0oc AS C-4 04/16/99 PART DA - ADDITIONAL SPECIAL CONDITI4NS Carrier Pipe Diameter (inches) 8 10 12 15 Minimum Elapsed Time (minutes) 4 5 6 7 b. Post-Construction Television Inspection of New Pipe: F2efer to Special Condition for Post-Construction Television Inspection of Sanitary Sewer. F. MEASUREMENT AN� PAYMENT: 1. Pipe Installation: Pipe installation will be measured for payment by the linear foot of pipe actually installed in the various diameters of sewers measured along the centerline of the sewer from centerline to centerline of manholes. Payment will be made for the quantities measured at the unit price per linear foot for the various sewer diameters listed. 2. Service Reconnections: Installation of sewer service connections will be measured for payment by each actually reconnected to the installed pipe. Payment will be made for ihe quantities measured at the unit price per each listed. Payment shall include required excavation and backfiil, saddles, flexible connections, and all other incidentals necessary to successfully reconnect sewer service lines to the rehabilitated sewer. Payment shall not include pavement replacement, which if required, shall be paid separately. 3. Sewer Cleaning by Bucket Machine: Heavy cleaning requiring more than hydraulic jet cleaning shall be performed by bucket machines. The payment for such cleaning shall be included in the bid item for Pre-Construction Television Inspection of Sanitary Sewer Lines. 4. By-pass Pumping: The Contractor shali provide diversion for the flow of sewage around the section or sections of pipe designated for rehabilitation. The pumps and by-pass lines shall be of adequate capacity and size to handie all flows. All costs for by-pass pumping required during installation of the pipe shall be subsidrary to pipe enlargement. 5. Subsidiary Wo�k: Any damage to utilities and property, resulting repairs, temporary service costs, etc. shall be borne by Contractor. Repair and/or replacement of fences, sprinkler system piping and other such restoration work resulting from Coniractor activities shall be considered subsidiary to the cost of the project and no additional payment will be allowed. 6. Testing: All cost for testing the replacement pipe by a pressure method will be incidental to pipe installation. DA-3 FOLD AND FORM PIPE �OMlTTEDJ DA-4 SLIPLINING (OMlTTEDJ DA-5 PIPE INSTALLED BY OTHER THAN OPEN CUT �OMITTED] DA-6 SERVICE LINE POINT REPAIR / CLEANOUT REPAIR �OMITTED] DA-7 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION [OMITTEDJ DA-8 MANHOLE REHABILITATION (OMITTEDJ DA-9 SURFACE PREPARATION FOR MANHOLE REHABILITATION (OMITTEDJ DA-10 INTERIOR MANHOLE COATING - MICROSILICATE MORTAR SYSTEM jOMITTEDJ DA-11 INTERIOR MANHOLE COATING - QUADEX SYSTEM �OMITTED] DA-12 INTERIOR MANHOLE COATING - SPRAY WALL SYSTEM �OMITTEDJ DA-13 INTERiOR MANHOLE COATING - RAVEN LINING SYSTEM (OMITTEDJ DA-14 INTERIOR MANHOLE COATING: PERMACAST SYSTEM WITH EPOXY LINER �OMITTED] DA-15 IN7ERIOR MANHOLE COATING-STRONG-SEAL-SYSTEM (OMITTED] 9809400_Specs_1099_DO_AddSpecCond(W�).doc ASG5 04/16/99 w PART DA - ADDITIONAL SPECIAL CONDITIONS DA-16 RIGID FIBERGLASS MANHOLE LINERS (OMlTTED] "'` DA-17 PVC LINED CONCRETE WALL RECONSTRUCTION jOMITTED] " DA-18 PRESSURE GROUTING (OMITTEDJ '� DA-19 VACUUM TESTING OF REHABILITATED MANHOLES (OMITTED] � DA-20 FIBERGLASS MANHOLES jOMITTEDJ '� DA-21 LOCA?ION AND EXPOSURE OF MANHOLES AND WATER VALVES �OMITTEDJ � DA-22 REPLACEMENT OF CONCRE7E CURB AND GUT7ER (OMtTTED] DA-23 REPLACEMENT OF 6" CONCRETE DRIVEWAYS jOMITTEDJ � � DA-24 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE (OMITTEDJ . DA-25 GRADED CRUSHED STONES tOMiTTED] � DA-26 WEDGE MILLING 2" TO 0" DEPTH S.0' WIDE �OMITTEDJ �• DA-27 BUTT JOINTS - MILLED jOMITTED] � DA-28 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX) �OMITTED] DA-29 REPLACEMENT OF T" CONCRETE VALLEY GUTTER �OMITTED] _. DA-30 NEW 7" CONCRETE VALLEY GUTTER (OMITTEDJ S DA-31 NEW 4" STANDARD WHEELCHAIR RAMP (OMITTEDJ � DA-32 8" PAVEMEN7 PULVERIZATION �OMITTEDJ DA-33 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT) jOMITTED] �..• DA-34 RAISED PAVEMENT MARKERS (OMITTED] DA-35 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING (OMlTTEDJ ,,� DA-36 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL (OMITTEDJ DA-37 ROCK RIPRAP - GROUT - FILTER FABRIC �OMITTED] . � DA-38 CONCRETE PIPE FITTINGS AND SPECIALS jOMITTEDJ DA-39 PIPE INSTALLED BY SHORT BORE ... 9809a00_Specs_ 1099_ DO_AddSpecCond( W O).doc ASC-6 -11- SPECIFICATIONS (Water Department) ' 9809400_Specs_t099_DO.doc � � SPECIFICATIONS CITY OF FORT WORTH, TEXAS WATER DEPARTMENT (January 1, 1978) All materials, construction methods and procedures used in this project shall conform to Sections E1, E2, and E2A of the Fort Worth Water Department Generai Contract Documents and General Specifications, together with any additionai material specification(s), construction(s) or later revision(s). (See revisions listed on this sheet.) Sections E1, E2 and E2A of the Fort Worth Water Department General Contract Documents and General Specifications are hereby made a part of this contract document by reference for all purposes, the same as if copies verbatim herein, and such Sections are filed and kept in the office of the City Secretary of the City of Fort Worth as an official record of the City of Fort Worth. INDEX '' CONTACT CITY OF FORT WORTH FOR COMPLETE DOCUMENTS: E1 MATERIAL SPECIFICATIONS E2 CONSTRUCTION SPECIFICATIONS E2A GENERAL DESIGN DETAILS Revisions as of April 20, 1981, follow: E1-2.4 Backfill: (Correct minimum compaction requirement to 95% Procter density and correct P.I. values as follows:) c. Additional backfill requirements when approved for use in streets: 1. Type 'B' Backfill (c) Maximum plastic index (PI) shall be 8 2. Type 'C' Backfill (a) Material meeting requirements and having a PI of 8 or less shall be considered as suitable for compaction by jetting. (b) Material meeting requirements and having a Pf of 9 or more shall be considered for use only with mechanical compaction. E2-2.11 Trench Backfill: (Correct Minimum compaction requirement wherever it appears in this section to 95% Procter density except for paragraph a.1. where the "95% modified Procter density" shali remain unchanged.) 98C9400_Specs_1099_DO.doc 1 1 (1 ) � -12- DETAILS (Water Department) 9809400_Specs_1099_DO.doc . c R! GHT-OF-WAY -- � �� - 4" • �` � Roadway . � a�� - �r=�'#-� �f 1"6'forClass A�Meter Box �,� 1�2�for CI ass'B Meter Box � . I- � As show � on plans I Y� -�—�r— r s r � i� ' i• r r i . i ,��P�.Y�."�` a � �. .�.-lsy,��E/V_ ��4J` ..�..J_t.A,�n, j a„�E +Ia�t�. - - i'� �l;"'; 7� �C � Corp CockB. � „ , Servic� Ca�pe�r� Copper Service Line NOTE Meter Box � � t� Walk g .�!�r-�, � � � . Storm Sewer Water Main � . � Scanitary Sewer I. On Initial Installation: No More Than One Splice Per Gopper Service Line Will Be Allowed With No Splice Under Pavement. 2. Service Line Installations Shall Include A Class "A" Or Class "B" Meter Box As Applicable For The Size Service Intended. 3. !f Meter t3ox Is Not Installed At The Time Of Service Connectson, A Strip Of Blue Vinyl Tape At Least 3" Wide And 1O MIL Thick Shall Be Fastened To The End Of The Service And Extended Through The �ackfill At The Meter E3ox Locat ion. UTILITIES SERVICE DETAIL Gas L�ne E1-17 Materipl 1-1- 7 8 F i G U R E! E2-17 Construct i o n r � � � � � �1 � � ie �as � � � �.�--s c _� � .� � J � _J � � 1-1-; �_ �'�p" � 2C3' � � M� �f � : �er.� •w.r�� r�- y •I �f�Y rJf� �v klsW �`_�.. . Ar ia�s_.��"_,__.�A�'r�-T. � � � �� :�1'- ��'�:� � �=�`� � .�" ��'1 . 1f f.E � ` •�i .;I • • ��'J ; .. � � ��. . �,)� ,,, » . ��M � ,.� ,��' y�a� �J�'F . • r'� t`•Y� � � `.�� 1�;'`r�,�J p' �� : +'� �t� �3��1�• �d� �r }��« ;L��.,�• `••.: + ` � �� . �'•�` .s�-,� � � _� �. �.��.� Y,•�' � �� -' � �� 'jJ�. � `�� / :� �10��.'� _�)'`� � ,tRy�,�y, -- , ._ .,. , : •�"` � -� - . � +� ,'�-.� *�+'" ....._.._.._.___.__ �5� �� . -i ,� . YrV1TER � �1�L L 1$'t 3/4" �� 1'� as appP ica�� Sta�da�d �Cc�r�oratmcsn Stap Q- 5taradanrd �Curb S¢ap� 9m�" Elbow. �- �teter Box a�ad Meter to be mrsst�lled by Other� D - Service Line Q- Biue Vinyl Tape� 3" wide, 6" above ground Qf - Area to be backfilled with sand 3/4��&I�� WATER SERVICE DETAIL F(GURE 2 EI-1� Material E2-! 7 Const r� ° �n �' Pa�ing Or Other Surface Material �� q.:� ;�� QI � •'�� / Ie:� • •��••.+ r�"�r .�_�k • '. � �+ 11' /1 • .�',y-y� �;. �,`.�IwT . � ` • M• ♦•:�� . �'Y�� + . y, a ; F'�� >j !ir �6� ��+�7�' w • � ''•rI1� • � * •� � . jn ,�'�,', � � � � �i. ! F� �1 . '�j �.+.:.� ,�r'F . ��/w S• ! Y � � } /�. '�S�'F �� ;�.r�' �•�� ~. '0 •* � :�. ` /7' � ♦ . Q •- `s • ` S a r • � ,/� : ,L ./ � '� i' .� �.. �. �[,l::� ET � , ��, �'! � � . .'., , .a� � �� . •� 4j• ��W G �r; � , M ! "'• ,p • � • ":� � ',��''•#. - .��'::�� .�,'��. �.�.J''•i+ �3''f. �..e.�.�'.�. :�.�,'.1' � — �; -;�'w� . . �1••. 'r.•�. ��•�. rX..r' , . . . . ��. • • . Ftoadway Base� �T�� I � If Valve Operating i�ut rs More Than 3' Below Pave- ment Surface - Provide Extension Stem To 1' Below Pavement Surface. � � � � � � � ' �f'• I �ro !�' E � 1 � �� 9 I � - �� :. � •,� l � �-�' � Detail Pertains to Ali Gate Valve Sizes 4" Thr� I�" Main� �� McKinley Iron and Steel Co., No. Y85 three ptece valve box or equal. �ate Valve Torque bolts prior to backfill. � TYPICAL GATE VA�VE AND B�X, EXTEN S I ON STE M DETAI L F I GU R E 3 E 1-t0 Mater ial �_�_�$ E 2-10 Construct ion .�. 6" Lead f�om N�ins. 12" ani Larger to �- � _ Have Gate Valve � � Exvsting or Proposed Curb � � � � � ��,►�' �I - Bottom Rest Concrete ; � � �L�, Blocking `�` j'3. 4��1'��' _. a; Main �, ,�ti1 . � � � �`�,r �. �� . � Existing or Proposed Curb Pavement ar OthQr Surfac• � � '� � � sai •,�'°� GoncrEte ; .� Blockin,c, ._� Fire Hydrant Exercise care to avoid Plugging Drain Nolc Wit�� Concret� i _ _ � Firc Hyrra�t to be Set Plumk Trench i 2 r_6, � I � Ba sc ,'�,L • `'i.` j.ar� M, l � . �I'.� _ — �� .�� i `� �Anchor i ng ��a�'�- ling for Connec- tion off of Con- crete Pipe �2" �Diarr.et�r and Lar�er � �Q:�'��a-�'-`° {- d •'a� , �� i �� Bury Depth: �(1) 3'-6" for Cast lron Pipe (2) 5'-Q" for A-C Pipe Ref. Figure 6 . � 1-1'-�7� i �Gate Valve ' — 6" Firc Hydrant M1 Lead � � �� Vari2� � J Parkv:ay r.�-�,�,. �,. '.l (-''� 1 J'�ld�l�"I I -�� Er.tension Barrel and �,` Stem for Extra Bury �`�' Depth if Necessary r��'�r� Minimum j C.F. Gravel Proportionally Around Basc Goncrete 6locki�� Concr�te Rest 12" x l2" x o" ST�►NDARD FO RE HYD RANT DETAIL � E1-i?_ Mat F��jURE 5 E2-'l2Consx - _ . _ on 300� �lug � �5i•��i+R~ � � �.�`,:,',a�`� • f#��. .' •`' �;}' � $ /�•1A.: 1 , � _ ir •�$1 `';R'� - -.`, � ••( k�t�5 `•�� I �•�',yw�� r y't �+'.1 :�.��t+y� •f,t i �"Sw�ty�� .��..�;� �� / •i`��.�; ��t�,�� .� -�,. ,� . `: }" '+S � �s r!' .* w .��,r,W.,.i s.;•'• . � � ,'P' • .; •i k •. �- : ► �% � �. 7i �41�11 � ,�� +�,.•, • � � � . _� . �` � � - f �� ,�'l�y�' F�, ` � �`�'� 45(1Q� Concrete I N07E: Bearing Areas shown are based l�Q P.S.I.� test pres5tir� and P=S.F. sc�o) beari�ag �a�ue. � � Tee I 15b01� Cvncrete , � .. . Pipe Size 4" 6" g�� lo�� 12" 16" 20" �� `�+ �� a �' �� .J'�,r ♦ Q� � � 4�..� �`s` �'�, ��a � fr•• d o � � ;c .. -, � �a� Q'�, .'. '�� '� �=;� �� 's i � .ti.� .si. C?' :��3..r. , j�'`� ,y,.� �,` ;."' +'; ' � '� ,'�;! c 4�.� ��' ,�' '�ti : ��", ' �4: � �*� `•_____�� H0RIZ0NTAL BL0CKING TABLE �Dimension "X" May Vary !f Necessary To Provide Bearing Against Undisturbed Trench Wall X- •, Dim. Ft. 1•5 1•5 1•S 1.5 2 2 2 4" 2 30�� 2,5 3 b" 2 . S 42" � 1+8" 3 '54�� .0 N07E5: 1-1-7�3 11° - i5' 22° - 30' 45° 90° Tee b Plug _ rtin. r�dx �r�in. Max. Min.�Max. .�Min.�Max. Min. Max "A" ArPe Vn1 "R" ArPa V�1 "C" ArPa V�I „ ��11" ArP�, 1/nl . "F" area Vs�l .90 .$C .05 •95 •90 .05 •95 .�0 .05 .91 .82 .05 1.16 .5 .05 .90 :80 .OS .95 .90 .OS 1.05 1.10 .�S 1.7� 1.99 .05 1.19 1.41 .05 .90 .8C .0S •95 .90 .05 1.41 2.00 .05 1.86 3.47 .l 1.57 2.46 .l .90 .80 .05. 1.2b 1.60 .OS 1.79 3.20 .l 2.18 S.b2 .2 1.99 3•9� •�5 1.10 1.20 .QS 1.48 2.30 .l ?.14 4.5� .1 �.R� �.�0 .3 2.38 5.65 .2 1.41 2. 00 .� 2. 00 4. fltl . 1 2.83 8. oo .4 3• 75 �+. 10 . 65 3. t f� lo. oo . 5 1.77 3.i0 .2 2.54 6.20 .3 3.52 12.40 .6 4.70 1.00 1.15 �.9415•SS_ •?5 2.14 4.50 .25 �.00 4„c10 .5 4.25 18.10 .95 5•65 3�•00 i.85 �+•76Z2.6o 1.05 ' 2.66 7. t0 .SS 'i.78 t4.20 1.0 5.30 28.20 1.75 7.05 ,9�°0 3.4 5.g1 35•33 2. i 3• 33 10 . 00 . �S 4. 50 2R4n 1, 4 6. 36 40.80 2. b5 8• 50 72�0 5• 1 7• 20'?1 • 00 2.95 �.�2 13.801.� �.2S 27.b0 2 2 7 4� ;S.�o 4 1 9 90 �7.50 _7_._q 8.30 Es�•o0 4.� 4. 8 18. 30 1.6 6.00 3b.0o 2.4 8.48 12.00 5.4 1 1. 14 125. t0. 4 . n�0.03 6.1 S: 0 4.�0 '_2.5f�4.o0 6.70 4�00 j.00 9.40 8&00 o.00 13.OOR��oQ�R6.of� ��•7��1Sm112.oC� Minimum areas shown are in square feet. Volumes shown are in cubic yards. Vertical dimensions of ail block bearing areas sha11 be tdentical to the horizontal dimension shown. HORIZONTAL BLOCKING DETAIL FIGURE 9 E-1-20 Material E-2-20 Construction 00� ConcreEe 8ell Bell Bend N0TE Trench width: 1. Pipe 24" i.d, and smaller = 24" or o.d, + 12" whichever is greater. 2• P'rpe larger than 24" = o,d, of Pipe + 18��, 3. Cradle shail extend a min, of 6" beyond each side of pipe, _ � ti'. :�4;�. � �n��..' ♦ �+: ��a 5.�4y, � ? ' ; •i �' , g ✓ ;.� _�;�� ' •: �� r,,t�"{��:�r�y,..�:�r,,.(+. �� ,�^.`.,�_v _ .t :� •.�a fi� - .. 1 ' -0"� ., RUBBER GASKET J01NT TyP� M. J. - M. J. Berod ,� a - �, ei � — 4 `� � �� . — �,/ . ��0 ! � � �r� . � r. �� .,.• ; sQ•'i J!�+i,:.��. �,-�' • '.�T .�;*� � � r �s J�� i..� �•`"�t� 7'7+�';. • �•�A' SqC '� l. N� � 'f�.� � :ti rti'. ```� �: Y ac� ..�`" "' � !� .; . . * �' �`�t� �.��.—,�,<a�r' ' '� � �:"'�`'�''*'�• '_,:;"', �J' `/'y} �►�y� /]`[�' ti ,y� 1 '�;..t � ..,� ':•' • •�.:! �' �,: � � ^'�1.►�7�;� "� ` � � �Mi�� ✓�•f ` ��• �� T� � I \„�,e,�„��. �4 �� _��i �`�''`�� .. / � TYP• I Bell-Bell Bend � 1$00� Concrete Keep a mi n. of 1'-0'' clearance between conc. and joints or balts on C.l, Pipe. or in excess of 1'-0" as detailed. / " � � *:.y �,5 � L .:ra1�••rr�� ,J / ' °�' ;l'=:;f;+ ,�'+' � f'-�. � 1 � D T �� Main 1500� Concrete MECHANICAL J0INT � , Ma i n � � �, 0 ,�, �� ,�v�r �.�y y� � � _ � ��,��,r ,�-'r , x� r�}.r "� '-'o"v "i:.�..�r�.`:; t,:,/-k}aQ.�1:�e'�";tisya�i.Y`�^2�i�or' y,y. .'�� ' :4� 1 . s � `ti. _ '�'�� fJr. f : �'-'+: .}�w'..�...��d � ,�t.. •Y +k �rt 1 `` � 1 �'� sr�4�4�i ..�..�1 t �4��..�' �l':� �.,� T '}' c y'�.�• • x +� ,�,, , x.• t f �'1,•`? � . t , i. ' '� �_,, I 2�-�� I ' -�yp, �� BELL AND SPIGOT JOIFVT r�ote: When crqdle is C RADLE DETAiL �- FIGURE IO shown or specified for installation on concrete pipe the fuil joint length of the pipe or fitting shali b cradled. w E 1-20 Materiais E 2-20 Construction ,t 1 � � �la�s "4,� (��} ��n�rece �#4 5tee1 ba�r Wra,� pipe with 1S,� rnvfi�g �e�t '�ar�r as �recessaTy � � �,'' - /� � �r � � �. � . �.� �� i �� .;� • �� { �,�.. „� � , � �� •J ::b: ��. ��/ s ;:;�� Keep concrete clear of pipe joints and bolts BEN0S 90° 45° 221/2° 11 1/4° *Vol. Req'd. C.F. 39.99 21.64 11.03 5.54 A Ft. 2.50 1.42 1.0 �.75 6 B Ft. 4.0 3.88 3.36 2.75 C Ft. 4.0 3.88 3.36 2.75 *Vol. Req'd. C.F. 71.09 38.47 19.6i 9.85 A Ft. 2.83 1.67 1.5 1.0 8 B Ft. 5.0 4.8 3.66 3.2 C Ft. 5.0 4.8 3.66 3.2 *Vol. Req'd. C.F. 111.07 60.11 •30.65 15.40 A Ft. 3.25 1.92 1.75 1.5 10 B Ft. 5.9 5.6 4.25 3.25 C Ft. 5.9 5.6 4.25 3.25 *Voi. Req'd. C.F. 159.44 86.56 44.13 22.17 A Ft. 4.17 2.42 1.42 1.25 12 B Ft. 6.2 6.0 5.54 4.2 C Ft. 6.2 6.0 5.54 4.2 *Volume calculated on the basis of concrete reacting thrust on the respective bends under an internal pressure of 150 psig at the rate of 150 lb. wt. per cu. ft. of concrete. - EXAM PLE A � VERTICA� TI E- DOWN 6LOCK DETAI L �-�-�s F I G U R E �� E�-2o Material E2-20 Construction � Grca�rt �aver ex�osed steel str�Ps � Keep corrcrete �1ea� of �ipe ��DI�YtS ��ls� �34�C5 '`., -� ��..�; � � I ''K:� ��R� � '••w�•' I �� +F• • ! ( �� .I� ��-�.:r �� % �J� �� `�. � - �,�� '� � `�c � ,,� � �. ,� �� ' � �. f� � �� r \'� .,4`r �`� f �, ,. ��- �� ,•c, . ` . •,... 'a`, - � : �.�;r;�.,;. %: o. s -: e NOTE� Quan[ities will be specified on plans or directed by Engi- neer. • ��+ Bar S�eel Stra�as 1 n va r i�b 1 e qu�m�t � ty d��e�cfing �n t0�rust. �� F�rrm as � I�eCe55ary � Z�jd�ira CdfiGr�� : : ��'� ;�► bars �vth ways 6�� crc . EXA(1�PLE B VERTICAL TIE-DOWN 6LOCK F I G U R E (� E1-20 Material E2-20 Consiruction � ' / Keep Concrete Clear of Pipe Joints and Solts � � � / ,E' �� / � � � � � '�'=``�' � �•. �� . 1 / � � �^ •� � � �l.' { �� '�4 Steel Bar Straps in variable quantity depend- ing on thrust. f"'`':' �� Provi de Formi ng as Ne��ssaryr � 2500� Concrete �� i :b #4 Bars Both Ways �°' cI� NOTE � Quant i t i es wi 1 i be specified on detail plans or directed by the Engi neer ExAn�P�E c VERTICAL TtE-OOWN 6LOCK � FIGURE 13 1-1-78 E 1-20 `lateri al • r E 2-2p �onstruction I �� f� �";:r. �',rt, p � - ::r;:�'��'��/' �'.� ��+�, ��: �- Undisturbed � ..d�, �:�'�' ��' ��-� Trench Wal 1 v�� _�,��,` '� :_� ! r. �s .—.,.p _ � � p � � �� __,___�-s��-� � � � �1 �� MIN. �JOTE: 24"X�0" Shallow Manhole type to be used if total depth less thar 4 feet, McKi nl ey I ron Works N6. PH �4X40 or equal. MATER IALS ��g � "��REF: E 1 -12 , �� 16" TYP. 6�� MIN. �. _ — � .--� � �2 ,�+fi: s � '�wJ' r, `-' Z _-, .• 9� � � . � � � •••�� . .�� o•�C _.� � � �_ . ,' :� _ ,;�; . , � ��. , _r �-. - �-1 - � _ -- .-. � _ ��,� � �, � `�,'�\,�,\� . �R�`, �+{ +�°. � � � � b" MIN. � I � I �Variabie� �� ODiameter� � 24" Std. Manhole ` cover equal to Standard Embedment McKinley (.W. No. .�. -� A24AM:with "Water" �`',`"",`"`'��t•a,b,�s�+,a��+aan�� cast in lid. SECTION A-A {� Mortar, Ref. E 1-20 shape to slab edge. .� Polyu�ethane cushion pa�d as �� Grade adjustment, 8" in , supplsed by Tejas Plastics St. R.0.W, or under Pvmt. MaCerials� Supply Co., Ft. 4+� Top � bottom slabs, Class uorth, Texas, or equal. "F" (4000#) concrete w/�o � �aZ�� ►av� with f9sng� St. bars spaced 6" c/c access as applicable. each way. Steel bar cover'� Exhaust piping, fitted with 22'4-z" from botton of each Dresser coupling, when slab, required. Pipe gap in toupling shatl be min. D/2. � \?J �� Lombination air, & vac. release valve, close nipples, tee, 2 ea. Gate Valves. Nipples 'to conform to E 1-9.4• HanhoJe steps equal to PERMA-STEP �100-2, Utility Prod. Inc., San Antonio, Texas (See F i gure 17 for Dimensions) � �� " �k �" CON4�IldAT'!ON AIR AND 1/�CU U�! R ELEASE 1�AL1iE � DETAiL �- �� e_ 1=1-78 .. F 1 G U R� � 6j '� 2-11 ONSTRUCTI0N � . E .ti . - - .r._.,.------- � �► T L— � � .� __._ � ,�, {�a�Crnued �roa� Fig. 75� DIMENSIONS SEG�'1C7N B-B �� 12'" tYP. i � (,4$,� R.C.+C.P. Risers) R'EF. � 1�]� �� $� � � � ----��..�� $ r � � ; � � No, 6 Bars 6"' c/c � When exhaust piping is required, nin. dim. shall be length of vault riser tongue plus 1". =�2� When exhaust piping is not required, min. din. shall be length of vault riser tongue - plus 1", (Approx. 5") � 2" fittings� using close nipples, min. dim. shall be 1' 8-3/16"; 3" fittings, using close nipples, nin. dim. shall be 2' 7/8". MIN. DI'ri. 4�, INominal Installation on Installation on C/L Pipe Size Btind Flanqe To Surface of PsRe Collar � 2�� ;� ��2,� ≥:: �-ii�6�� I 3" � 5/8� � ..., j-S%8" I -; Min. dim. based on recommended installation, of close nipple. •�', Min. dim. based on recommended installation of close nipple on flanged outlet �rith insulated � flan�e to thread kit. _ (5� Off-set to be 6" frorr� C/L opposite manhole step location when installation is required on blind flange of access outlet. Other installations shall be on top C/L of main. z" � �" coM�i�fATio� A�R ANo VACUUP� �ELEASE VAI.VE DETAIL 1_1-7g �' � U�� E 2_ 1 i ONSTRUCT I ON -_ �� 5..7 �l � I��l1111U� � .� �.��I� � �"y' � ps* ��' �"rav i+d�e il� ��.'1� ;�:.�...�� r �. � . pP�pe Qr ��,`�'��11� �1� ��i J �e t � Q+.� � '� c � �f 'FOf Ct3t4G. ��t: ! Ma' I �C � d��bC}301' COU�S� ��! i ie�g i� 4�sch case �� a? 3�'' R �CuL—Ou� �rsde �tm ngs See Fig�ure 3 � Z��'rtar` � . ,...,.�''�� - - ReF: E 1-I� � � � �,_ . . . . . • .d.Q _ .,• •7yC�� -- � � - , � o �p�-j o O•`° �.o• •:� ; : . ,r,,-it� �� y.'�, �'.��';"'^•,. '..`�,' �•• ��_ , a,p�' ie-co•a. a ..d �a.. •; o: ,►�•.� p. ��111-�h4��t1��'�� '�� - '•'.�' _, �S�� Ilti�,y��4�. �1� _'.4:�6' e=�4 iQ� �a°.' d'�• � ft � '� o: �66 I 44..•, . d' � �'� �.:�;� I ..1_. - .n � �•� �� - � •i � • 1 � " I "� — 3 ��'' :a:, �*-� i! ' a� ° �.o: � � � I 9� A .�;. '�� 'o`.�� 254A# conc�ete ''��: Ref: E 2-�-� �1rn. �� s��por[ ♦ � � m�: �1 � .C:, - +�p } � ' �S' � �''i I d'1 . * �` ,.,,- �r S�a�e as �� Ledge �I� �'� . � � �3hc�wn �.` . �.. � ,,�, �r :',�::_' ` . ;''• '=� �' 'rl•'' . ::J':�:: `�'� � � � ',��:,'�'�'•;• •6' •':• �' i'''C> k': ` ��(_�r� ,aQ's'S`�. �� • hC1:S;�'�p� .t 1A� +• 'C � �I�W I.•••'�Vd+ �� . .�: � �a � ;�"�i� ---T !_��l�� y�� Q. '' y�o :r��.� �,�o I..� �� r ,� � � ,.�. � -�� n� �c�t� v��u� C� .��i�� —��-I -� ' ��. 6"� �Vin. - � S.eal pipe to wall hole cut-out wlth non-shrink mortar ec{ual to 1 part I�lcrete� 1 part cement. 6 parts sand. �peta'tls of construction shall conform to Figure l03 3 C1ass "F" 4000� concrete with No. 6 s[eel bars spaced 6" c/c each way. Stee1 bar - cover to be 2" min., 3" max. from bottom of top slab and fron top of floor slab. �` . STANDARD BL01�t-OFF I�dTO 4` Dl�►METER SUMP MANHOLE DETAIL r �`3 V R� �� E 1-?'0 ��'�eria� �_�_�$ E 2-20 Construction J Pxisting surface �8ackfill as specifie-d eu�� ,r � ��r�t�rl+�darU1 � � . . • . " , ' , � � � ,��F��f�f'�7�'rr ?�ra�i i �,�� - � , i � , ' ' '' • ' , � . � 5 . . � • � , • w r ' �.. . ' � a * � � � +' / � v r -� . � , L`�J �� i � F • r �'y t � M � � Y , i � Y Y �r` ' { F - � � • Y � . • � ' F •' % � F Sr' y� i� ' • • • �� ' J . . � ' .y ,� • ' ,��/� ig: '. ��` �` t -�--., , � �'••' f; �'~ ` • i' ."�'� % • � • ��.�r� \ .`. , � ,� ��• _ .( ��. , �"�.�. e. � �`� ,' �•"•`+ � � �• `�,��+k,.��"'. . +.� '+•w •. . 4•�"� �' .b �� r • . ,' .,,,r: -� • . ",� � � .�_ `� �' '� • : � xr.: J �� ' �!'�' �" �Q�.�y.+4: �r�, �� I • �'•� �F �l � ±�• 1� • ��Y `+4 /��/�']}� � �� ,��, S �� t4� � ` ; J! �� V a-a ! += �I A/ � �w�YY,Ati J/�' Y �}� `'� s• 1�.;.� r V� t +'. • r• � •1,�.�'� i"y r� O, , •.�;�I W� �� ' �. . � . Q ��....•��:..� !•YE♦ ' �^J•�'' �*� 'If � . . • ' , •`r•� h{' � `�Y ,�^��`` e�'.., ' AR ♦�,Ir �`t.. � � a y f ` .'�"�J•` ! '� �.4 �',` ,`* • �n ^ •,�✓�: _ f 1 i� w � " � I�•r •.S-• ' 1*�G.�'�(��1�� '" ;«'.•. �'�.. V ��„/-s,r�l•'� �' � � • ,� ` ,� ' i' , ' •`"��` j: � '• , , , �� `�: � _� '�° . � � � ��` 4 .' ' •,<b �. • ��r,•.�a ry ,..s °�. •: � '. r .'A;• 4`+"°, �' � � ' i( :v:,. ♦ �. . "'i► • ♦ . t ��. i , � I J.�I��LI�'d�C��1Ff�f�1�,F� �lr �]Yd��N�`�r(f �/�'e►�r�� -� � �-.�� 6" min..dimension, 6" max. for pay purposes when bid per cubic yard. �2� 6" min. dimension. Max. for pay purposes shall be 6" on main 24" and smaller, 9" on mains 30" and iarger, when bid per cubic yard. �3� 4" min. dimension. 4" max, for pay purposes when bid per cubic yard. �� Class "E" 1500# concrete. Concrete encasement shall stop 1' either side of joint, and when •ncasing concrete p�essure pipe, full lengths of pipe sha11 be encased� �oints excluded. CONCRETE ENCASEM ENT DETAI L F I G U R E 2� E z=; �o�st��t;o� - � — �. � ,� Exi st t�g Surf�� f . '� I7JIIGy�� r ��I�►IJ R-� �J � V W/ } a��re,c�+,�r�� Exi �[ ing Sewer �icre T �� . �� . � ��. I� � . � nnw I� i .- i �Prvpo�ed !�atcr �+rii� 1�I+�I��Ir�rr�,�� • �l Yariable t�ench ►+idth. Pipc length shall be nieasured as standard trench width, (Ref. E 2-2.16)� plus four feet. (4'). 110 joints will be alia►�ed within this dimension. A minimum bearing of 24" shall be required on each side of the trench. �2 Sawer lines less than trreive inches (12") in diameter shall be replaced with Class 150 cast iron pipe or supported and encased by a �ei�forced concrete beam per FJyure 24. Sewe�, service lines shall be �eplaced with extra strength cast iron soil pipe. � � Tie joining of cast iron pipe to clay or concrete pipe shall be made with 4000,� concrete colla�s per Figure 112, or with approved adaptors. The entire area excavated to accomplish the replacement shali be campletely backfiiled with crushed limestone and thorougFily compacted to 90% Proctor Modified 0ensity. O4 The minimum clearance of sewer to water lines shall be six inches (b"). I-J-TB SANITARY SEWER P.IPE REPLACEM ENT DETAI L FtGURE 23 E �-� Materials E 2-2 Construction �....� ' , � � 1 � j . I . e l J , - , , .�r � �� ■ � , - � , �`t 3 � �_ � Extsting surface 1S�F►F��r }�iRClk�� . � = � = Exist(ng No. 4 8ars� � ,� each way A� � x�� •��;�,f -.;� -�►�' � a�.. . _ ;�� . � ,—�: ��_ � _.— �_ ___,.�.�=a�.__=�'... -�n _ .� .�,, •. �. `• ; p� _.` ,� •. � •' •• s •w,� �aJ�n��• Q ' •� � i �� . . � : . � ; . � �'" TYP• 6" Min. �_ �� f �'`� f � �� _ � ' � 12'? c/c Typ. � �' . * � �� . �� r-� Ar'�[I�r�l � P(k�l��p r �� sewor line I�" Typ.. � ' Typ •� � 3" Typ 3" Typ. ,� .�_ , � ��{6 gauge wcl ded 6„ �'�, wire mesh, length �, �� of encasement • m'tnus 3" � � �0utside diameter of bell �� !I � '*-ir T z'� �YP._� ,—i �� G%� �'y�. � P�oposed Water Ma i n� Section "A"-"A" �{� Variable trench wfdth. Class "B" 2500/# refnforced concrete support beam and encasement length shall be measured as the standard trench width, (Ref. E 2-2.16), plus four feet (4'). A minimum bearing of 24" on undisturbed earth shall be required on each side of the trench. �2� Class "D" 25001# reinforced concrete shall be used in construction of a support beam and encasement for sewer l;nes twelve inches (12") diameter and larger. Sewer lines less than twelve inches (12") dfameter, with exception of sewer service iines, shall be replaced by Class 150 cast iron or supported by aforementioned concrete encasement, per Note 2, Figure 23. The entire area excavated to accomplish the construction of concrete support beam and encasement shall be completely backfilled with crushed limestone and thoroughly compacted to 90q Proetor Modified Density. SANITARY SEWER PIPE TRENCH �-�-�II FIGURE 24 CROSSING DETAIL 'E 1-20 MaterIals E 2-20 Construction d c NOTES; � 6" blind fiange tapped 2" witfi 2" brass plug. � 125# pattern blind flange drilled and tapped for 6" biind flange. 6" blind fJange attached with bronze boits. Gaskets shatl be full faced as otherwise required in E 2-4. � Lifting lugs shall E sufficient to loft a a balanced load. O Attach the 125� patt bolts and bronze nut cement grout after i � 125# pettern flange, Flanges and blind fl withstand pressure r �6� Wye branch to be one than, but tapered tc run normal diameter otherwise specified, � Standard run diametf �� STANDARD CL.EANING WYE DETAI L Material Specifica�io-{ E Uo� . Co»structio� Specificatio�� E 2-4 FI GURE 28 1-1-78 uhen a fire hydrant is located at end of Mains 6" and 8" in diameter, wye may be omitted Contractor will make a �easonabie effort to prevent back-flow of purged water (See E2-24) EXTENt? P I�'� R I S ER A�QL'E �Ft0UNt� �LEVE� . �., .�, _. ,. „ 1' �"'�ol 1 yr_�'; �� CA�P A�i"ER DI"CC:tt MAS �E�N flE�IA�EREb � s _� .,. _ �� 1 1 a�,� W i' d f a i� . l�s�c� ye at [errrm�na e� o r� �. C( as�r��e o� ,A-C p i pe w i 1 1 requ i�� °'f� i�ag-T i gh�„ ; �a p�aon enci adapter drs addit��n to 1�9 'Wye 3. Block uye streight run end plug 4. After �leaning with "Poily-Pig" install branch end pl ug. . . CLEANING INYE D�TAIL �OR NaN - LDOPED SYST�M 12" AND UI�DER F'IGURE 29 1-1-78 Ej-7 Neterial E2-7 Construction �� 1> Mi�;mum 2�ows p�fa'me�'Lvfu.rrastic foi, `" SEcz.�it(Ram-Neko�-uu,op� r equa/�. .- .Hc�ol�r"�.kf► Care�+r!�+� .� �.S;;�'ir! L'��Tc�,�r.c�o�� /Y�%a��ccd w.�v.�Solt s¢cf�o.+s a' •�9'�'��. .4�s.'',`�E��-/� � r �r " � % r^�'i s.''�..�'vc`� f�ss.�.�r �.�d �� '"".�. `� ,� c'�v+c. � a pw! �� .N��E'`rar �'i,rr � ? :. . I�a.+ �Yc�,f,r� '°:�s ' . _ .�o..I c'�o,l..v, ..r�f� ccancea/ed pick r`�` �': ; � -', � , -"'` sJo,�s �^ pvckt5�rs, f�^�- E�-f� " ' `_��`�_ :`� - '"� - :�, :.�:;. '' ,' �' _.�,.. .f. i "` 9 ' � �" i �� ,1_ � �'�� i`��,�_��► ,K 'LL. �' — 4� — ..s. i l i � i � � _ � �-ti=.:`�+, � � y I . ..:: _ .�.-. � , � t�• �„�r„ "� �� '�� . �''l'."."'. � ; . ,-�ti `"' . �`�' . .� - `�.�`=;� � ��. � :i� �° ~' ' ;.ti'� �\ . '-�rr ��,+I r� �,� v= ,� � +r�,� �+'�i �� ca,, � c�vdl� �-. ¢,crc.fd fo � ;' �rr;,o S' s�t rt'' �,; Y� �i.`�V/r=lss w�'t;r''i�F �r�"'i�+refa�r a�{�.�# � � `"�RZ � '�j `IWrfr/{l: � (ii'drY�fri � �{� fT/`LGJ,�+r/� � � + _ • •.� :M � . .� !.'•'_��'�:.,.,,� I 1�_ �� .�,� { i.• _ .f`� • '� +. *• _ - � ��'� r.r. � .-s-� �,a 1. �, ` �'"" �•``j�:�� I��• ��•,` �,�� ... . _ „ . � O . � • / 'I,t�. �* . r�- . � _ .•" i;-s.�:,��I�,_;.�: . -- _ _ . •..: •' � �" '_'!_ _� • � • � �i � i�, i . : �.� �.r...� ��.--�:� »�� ' ��-I':3�-.�^I �}�k='«J. s. ;� _ � . . � : p � �f •�'•. ."t .�'�p'M�• `�.'1 _�•`�. .�r, ''�.'�'" ,., . .I�.��:�I_ ^y��.��r- Cl��` F laa�oo �"1 Co��icfs �� d",,�✓�itJ: � .. ,y . TM' '�'` S'', , . . r. : ��'�� `� �?° � � '�.; �� y • I .F �. �:��. ,� ..�. •A � �� F/GURE M, � . sr.o.�a�.�o ��.s��o.e,�- �o,-«,�sr �,�.,w,�� El-t4 rtatcrtel � E2-14 Construction .. Where M.H.'s are in street install two or more courses of brick or concrete grade rings between casting and top of brick cone, or concrete slab. Use Cast Iron Pipe to First Joirt Behind Limit of Excavation i 14' ! I,! = � � �t ltai /�l}11 � • � p "�+ A }'� � y�� 8' . � ..I � '�r 4 � �� Conc: Collar, �I (4t ryy� �s�� Limit of — Excavation��' Ilt� �1ai �11( �l1� ��1 ii�l Thrust Block to Extend 6" In All Directions from Outside Diarr�ter of P i pe � c� � � � � M.J. Cast I I I� Iron ee Where M.H.'s are built in streets to be paved, H.H. rim to be set to nrnnnco� navinrt nra�� Use standard McKinley, No. A24 AH, or Equal H.H. Frar :�t�'9 � ttai a�� Cover �� {T 4 �� Set in Mortar Push-on Plua � _ �� . ��I~-�-� � � �� % � � ��l �` `, � � Install Nuts � A a f n M H c U 0 c, L �a � w y fo� � � � Wa11 on H.J. • � 4'-0" � Fitting C0R-TEN � � Bolts �•-�I f ReGu i red �Prov i de � Concrete � Stub Extension At � - See � ��n��oT P.E. in H.H. � Standard 4' Dia. � � M. H. Det�il Fiaure � Slop� 1"/�' � �""� � � � � ' �� I I p Vertical�to 3/4 � .'�� + � Point of Pipe _ . �3 � $ � . . . '� • . . , . ',4 . , a . � I ° , , : � . -0 � , � , • . � • . , . e ' Grouted invert�"Use 4000� Concrete '� 4' dia. for sewer pipe up to 21" dia. 5' dia. for sewer pipe 21" tc TYPICAL SECTI0N 39" oia. ST'A�IDARQ �'�UR FQOT DROP ACCESS MAN HOL E FI G URE I 07 . . E 1-14 Material E 2-14 Construction �TE; k. Sta�oard pipe Fittings shall be used to forni inverts ot junct.ion mar�holes vr`�en pos5ible, with installation as tollows; l. Pipe fitting. 2. Pour manhole 11oor to spriny line ot titting. 3. Break out top ol fitting to spring line. 4. Pour remainder of manhole in�ert to pro�ide vertical invert r�all up to 3/4 point ot the larger pipe rnvol�ed, as detailed. 5. ;Leel trowel iinish invert ot manhole. g. When speciai situacions prohibit use ot standard pipe fittings as ab�ve ouili'lE�c, the invere shall be forned of concrete ana steel tro�lel finished to pr�viue �i:�.�lar functional characteristics to those aitorded by che above installacion. Invert'_ thus formed shall be accor�plished to the Enqineer's saeisfaction. Typsc�al—Plan —� � of M.H. Bottom In �unction Manholes ' � � � .�. . . . .r � •+�•�, •�! � .d , � _ � � . ' ► .. � �''' .ts � . A ' ° � 11.,• .-•`�• i�� '• • _ `� i�.�•.� •, �f'1. 'p � s . i� ,�! , � � • . ' • . . ,. �a • . .',,�,, = � �f .e . • � „ . ��; . . A � . Cot��ret��, �••,;-,•':�s, ., _��,. •` � �'� ,• �.� •; �� • , � Sbab ; '..•�,` •'a . .,"•;", •�•'. '�.�' "�. . , , . Section A-A JUNCTI�N MANHOLE 60TTOM FIGURE lo� Nateri�l �� J-1-78 Construction E2''�+ 1 11 �r.�`��v�'i,��t�u+rr.,c�exvr,��v^�vrf,!�1�,�i�r�t�'�►,v�r,�/.��,��r.a��tiv�r�,.�;��,�'�.��rr,rrr��wr✓,��.��r��,tiv'��.4y,�.� - �; ' . � � Variable Diameter Sore To Se Large Enough To Permit °' ti Design Type Pipe To Be Puiled Or Jacked Through. ^ � v � � � �� V q c� � i'IA�A�tit+�t �ne��+re��r��vlrnwu�lrAw�l��r��,�w�rrr,�+�ar,��,�rrv�rr�n�rvs�.n,��rr/�ti��l�l�v�i,��w4�Tr�r,�a�Iin��v�ii,�.�,�x/� ` TYPiCAL BORED SECTION , Longitudinal View �Pressure Grout 1�rt�u�v,�t�,+��u+s�ir.�k��ti,rrr��4��vai,n�M��Ii,�t�d�r��vr. �`ii�uvrr,nk�ty,��1�1E1�rFrmtrw�'ri��,rr��►vi�na��air�r��, n� �. "� i +� �'! L � � � Q] L � v � � v � a .,�'�■+. -- o� _� E � E +� +D ro r� ��. C� • L Q {� � � J ��r�,��r/��,c��r�� yrr.�vvin��rii.n\�'//��riii��r/iii, �rlh��wJr�r,��rr�w��✓rn�\1v�I/f i�'1J//+��v�I�r�+n��q+� R.R. or obstacle of similar nature requiring , � TYPICAL BORE WITN PIPE INSTALLED bored installa[ion of �; Longi tudi nal Vi ew sewer. � �. , . _ .,, �� ,�.rt„_ � �. , -. -_.�� - . �,. '�.,��fi . A � �f��;.�= .F__ ,I Y. �. x =°L�•- ;t . "� ��-."��'. � �,'� ' ;�'� � � �—' y � �.� �— � � — . � � —4-�.,.�� Perimeter of Bore � � Pressure Grout Around Pipe. Grout shail be proportioned as I Cu. Ft. .� G�rr9er Pipe � of tement, 3•S Cu. Ft. of clean fine sand with 'suff�cient water " � added to provi de a f ree f lo�v� ng thick slurry TYPICAL END VfEW NOTE: 1. Compression type joints to be used if possible. 2. If compression type joint is not available, MJ type,shall be used and ' �" 60RED CROSSING DETA1LStP bolted before u 1 1 i n g p i p e i rrt, o _,� � place , FtGURE I10 � Material E 1-15 Construction E 2-15 , i -1-78 COrr�ga[�� 8aaek M�ta1 ��nne! �i�er i2 Ga�ge �r as wnditat�d ir 41 " � �'` � a � \ � f � \ ' � i S��e�al Pfa�s � AnnuJar �pace �rovted � Doeunents. . . .. .': � I�� . :',i _ ,•►•• � . ', .�� • _ • ... f. .:. :'� . � �� 9 � ! I "� I , � � � � � � � � ,a _ �' _ �. I aa a�, • a' � I t e sa a� � �� I '� '� 't-� � �. � �'" � C �I� (� � I r I -'- + y. .- . . • . ^ • ' `• • J' , : ' •' ' • � . • • .'! . . ♦ • � � � • i i :�Ar�nvlar 5�ac� grouted �.� � , , . �� , . r r, a r �, ri , ,..� ,� Cut A�Nay tongitudinal Section END VI EW • a• � � G �.,,.�, . _.�Jl.�t/� � _ N OT E • "r�?�,__ c'_ Furni sh L 1 r�sta 1 1 c�rout o n rat'r o c��` 1 cubic foot of cement and 3.5 cubic feet of clean fine sand with suf f r ci ent �-�ater added to provi de a free flowinq thick slurry. � Tua�nel � Li r�er Fi t 1 �et►.�een l.i r,er �nd �et�r�r Pepe wi th Grc�+,rot . .... o Sewe� Pipe '�urni sF� � I nstal 1 s'�i ds as necessary. Skids sh�11 meet ihe approval of the Engi neer. � TYPICAL TUNNEL SECTION �a�e�� Construction FIGURE I I I E 2-15 � Exi�ti�� surfacc '�ackfill as s�ecified � { * � �-`-�.. r�rr=� �r �� rr� � ! , � , • . . • , ,+ `��.�rr z-r�« . 1 � , R 1 • � I � ` ' e � W �` � �' � i � ' N .�,� h�. � � • � + +9 a ti . " � a � � � , + � f . � r " . � • f f + t , ' •• � i ' � � ! � ' � � � , � a �. +y \ • .i \ i'�` s � � y � ' tl � � !�� ♦ � ; • r V t�•� .' r • M �1�.� . � � � � � '! . : !'' . ., , . C ' � 't�" .�a� � � ,�;y{',�'i': ��#'.,a'�,�•�w . ''+.��,� � � �'� • �f '��''""` ' � � .. '.' • : � �-' �'� � c'•,;.�,:.� =:i '^;:D:`.�� ! ...� '�*:,� _'R •��ti"_.1:� `, . +w'. :.t.=Y�,"�. � ` ' � .� � •• '+ � � � �r y,,'�� J'` ,� �•'��►� �• � •� • ,�, l�-�� . r. �*.'% f�;Y�� 1C� � . �, • . F� � '. �r�� ' � � � �." � ' . �y��.�� r-+� �. . � :� �" • . ,�:�: �" ' . ��i�� • : '„�. • •.: , � ,� w• � ,� ,~ , �.' ; � �'• ,. '�Y � �� .'*� '�� / ,Y . i�' � �` � • '•�� •,��j,�i.. i;l �,�1 1.• ' r • • � • F i.' ` . I �i �� '�� «�:��" -,�- ` �` .. �Ij; •y{`�;I�t•,�� i � . , .' + c'f. , �'�•� � • :' . � ti rc .'� :��; 'b� : :. , �e-f �� ,: . . , : + ; ��'; � ` ➢ �� yy -L �•; ..•. P� .-� • �' ••�'` � ..,� ,', �; '�y,� j lj�=ii+��1a'i�;�f �Jf�,l�f;, ( fFC;;'��f'--I(1 ��f,r+�rr�°� � � r- I�-�� --� �i 6" min. dimension. 6" max. for pay purposes when bid per cubic yard. �Z� 6" min. dime�sion. Max. for pay purposes snall be 6" on mains 2G" and smaller, 9" on mains 30" and�larger� when bid per cubic yard. �� i" mi n. d imens i on. �"" max. for pay purposes when bid per cubic yard. QCias5 "E" 15�C7� concrete. CONCRETE ENCASEMENT FIGURE 113 DETAIL E 1-7 Material E 2-7 Construction 9 � c�+ � �1-1-78 � � � � or 3/4 Roadway d' �" � f�'� % � / . • �. . �+�� r ur '� rJ�� I �� S t a n d a r d � .',� ,. rryC :`��11r',�.'�W��;�,'�A�" , � � Curb � Gutter �.,, '�� I � ��`* } � . , ? i+�'• �"� ,` f q, ^ ' i. ,' � . ' y Y� ` '. � , `� f.', �, �� ,�.'.. r...';; r.�.,�.�.,'s� ; � 7J � a�b�i ,� �� ' i• y/� k � , � �_`� � � %� � ��N � �� I �9 N �� . �Y� � � �� ► � � � ��a � �� .� � � � � Roadwav �� Waterke �t�P1u � � � � , � ��:3- �"I' i n . � 9' I � � � � � I- � I �� 't ne M� n. 2°/ '�rad�� i . -• �y �IrCo�e,S��vi e � � � � � � � �1 f C. 1. Mli n. Grad�e 1°,� TYPICAL SECTION Standard Cur� E� Gutter Sectir,n �� ! �`I � I �'` . � f '`� .l Servi ce f.i �+� ...�--^�- NOTE: Tees Will Be Used On All Service Lines Constructed At Same Time As Public Sewer. Note: Embedment and backfill as requ i red for adj acent sewer main shail be included in the price bid per sewer service complete in place. � Sewer service line location to be marked with red vinyl tape et least 3" wide and 1� mil thick attached ta the end of the service and extending through the back- fill at the point of house service connection behind the proposed curb. SERVICE LINE DETAILS FIGURE t 15 E,-9 Material E2-9 Construction EXCA�/ATIDN, BACK�I�� AND PAVEMENT REPAIR UNDER EXISTING STREETS J � w MIN, 2` H❑T OR C❑LD MIX ASPHALT- EXIST. STREET PAVEMENT� -TEMPORARY PAVING REPAIR SH�WN - FOR PERMANENT PA�/ING REPAIR DETA[LS SEE FIGURES 1-5 ❑R AS SPECIFIED IN THE PLANS ❑R SPEC[FiCATIONS. . � � ,. �„ � �„„ J v � �„ � � � tl"9 O 9�0 O 4 Q 9 Q 4 O 9 C€ O[ 4 O [� CI O'�A 1] O q"'A Q I 0�.�0.0�.4}�Q_O.Qa@ 0� 6 0.�.�0 b_O_m.O.a_O_O.O_Q.d.b.D.O.i!_Q�9�j %�/�iff/ �� j MIN. 6 C�MPAC i�� I��r��I%�� j�u �/ � „ Y '�( ��/` F Fx BASF � �ER `A�J��// ��/�/�� • 4 - Y , i// , i/ .1/ _ il , i/ ./f ' • • i � � d � • BOTTOM ❑F TEMPORARY OR ' •� � � �'�% � � PERMANENT PAVEMENT REPAIR ' ' � � EX[ST, BASE � �TYPE C BACKFILL SEE SPEC, E1-2 � SAND MATERIAL- � 1'-6' MAXIMUM Er�BEDMENT SEE SPEC. E1-� MINIMUM 6" SAND EMBEDMENT COVER JM 6" EMBEDMENT � INCLUDED IN LINEAR FOOT BID PRICE 0� PIPE �I�URE � CWATER SIZ� S�JP T�7 & INCLUDING 1�") NTS REV; MARCH 25, 1999 i � � EXCA�/ATI�N, BACK�I�L AND PAVEMENT REPAIR UNDER EXISTING STREETS MIN, 2" H❑T �R C�LD MIX ASPHALT-- -TEMPORARY PAVING REPA[R SHOWN - EXIST, STREET PA�/EMENT �OR PERMANENT PAvING REPAIR DETA[LS SEE FIGURES i-S OR AS SPECIFIED IN THE PLANS OR SPECIFICATIONS, I LL�040�0�8�O��ifVO O"C�O"� 9�Q�O�QµO��Q��bwQ"D`'�O`�{?`fOw�G��OVQ��4V4`�O� O.O�O.�e4�4�O�D,.D�0�4-�b�Os0�6-9��D�0�8��4so�4�9�4�4�G��9�4�/ %�%��r/ M[N. 6,C0MP C ED ��/��%��/A"1%/1/////�'////: � , `�j�FLEX-BASE MATER[AL /�/''I/�r'��/��/ « + 4 � • ` ��r //� �. �/ �� . / � / ' i /�C - I /� / �� /,�� • � • . e * � � ` . 4 � ' • B�TTOM ❑F T�MPpRARY ❑R � . ° _ � ,� � � PERMANENT PAVEMENT REPA[R ,� • � EXIST. BASE� �TYPE C BACKFILL � SAND MATERIAL SEE SPEC. El-2 EMBEDMENT L'-6" MAXIMUM SEE SPEC. EL-2 MM 1) SEWER - MINIMUM 12" SAND EMBEDMENT C0�/ER � - r+ 2) WATER - MINIMUM SAND EMBEDMENT MINIMUM 6° EMBEDr � CRUSHED STONE SEE SPEC. E1-3 � INCLUDED IN LINEAR FODT BID PRICE ❑F PIPE `� �I�URE B � CSEWER� A�� SIZES) ,� CWATER SIZES 16" & �ARGER) NTS v REV; MARCH 25, 1999 PR❑P�SED PA�/ED STREETS CBENEATH �UTURE PAVING ON�Y) TYPE B OR C BACK[FLL SEE SPEC. E1-2 � � w MI EN MII � INCLUDED IN LINEAR F❑❑T BID PRICE OF PIPE RIAL E1-2 -� �I�URE C � CWATER SIZES UP T❑ & INC�UDING 12") NTS REV� MARCH 25, 1999 I PR�P�SED PAVED STREETS CBENEATH �UTURE PA�/ING ON�Y) IIGYIK�01=11=�I-II-YI=Mp=iQ - II�II�l1= t1=11.=14�11=11=11-IL - -11eh Trl �� 11= Il^-II IU �� 1 � SAND MATERIAL- EMBEDMENT SEE SPEC. E1-2 � CRUSHED ST❑NE SEE SPEC. E1-3 TYPE B ❑R C BACKIFLL SEE SPEC. E1-2 �" � �� . �c + . ., ••�, �. � - •. , . i' . - �� 1) SEWER — MINIMUM 12° SAND EMBEDMENT COVER 2) WATER - MINIMUM 6" SAND EMBEDMENT C�vER �MINIMUM 6" EMBEDMENT �[NCLUDED IN �INEAR F❑OT BID PR[CE OF PIPE �I�URE D CSEWER� A�� SIZES) CWATER SIZ�S 16" & �ARGE�) NTS REV, MARCH 25, 1999 !�! L!■.�1 i� �'. � � E'''� �� F""7 t'� �"! . ��1 t-� C_ -t �' � � � , � � � , � �VEI?TlG�tL TfE DOWN BL�GKIN'C (7?`PJ Dll' 44'ArER hlAlN • ; N�YRI�S� • P1P� u�'.!?. � �a�� dllN. DIf' Sfb4'ER PlPE (�P'!A� SlZE I�i4R1£S) �. + f 45' BFNf� � • {�?'P) � � � � � ,4 I . CONCRETE �'R4DL£ �� VVATER LINE ,4DJUSTMENT DETAIL N. T. S. PROPOSED WA TER � MAIN ��Q t „ ca�� f�� , , �` l r��asF� a " �t�� a�x ��r��a��o ,3/'� „ y�f l YI1/L { � 0 � � � � � � � �Xrs ��n�c �/� „ � � sF��fC� R� C 1 �� rxvrc.,. �an�r�,�c�Q� ra c�rvnr�cr PROPOSED SERVICE LINE TO EXISTING SERVICE LINE AT RIGHT OF WAY , SERVICE CONNECTIONS N. r. s. i 2� f � � � � ! � - � 1 cQ�rP�c��t� e�+v�C�nrarE �aar � � � � � I3 (}r4 2��7 C4n1GR�T� � — � — � r � — — — �--- -�1 �-`- — — — — — � S�ti'Ic R !, t :I� J � �-------�'� � � ,�.�.�__.�_�, � � . �.�-------�.�. . . �. . . � � �� p�� CC?�t?AC�*ED @EJ�1�0N1� Ct�4Y �TR 2:27 C0NGftcT�' � j ' � I � � �I.�� , �IA . � � ^ I �,rar+rr�,ruwr rR�r�cx Ni/DTH = P(PE D/A + 1 ' � T1�6 �`Ell�tll-�"'�'"f V�-1�R��"- i I I�I N I=�' • I�� , LI,�1�J1ST'R1P.L'ED ��JIL (�Zi � Sl� J1�A�`�1 �'�,C1771 �l� �� NOT TO SCALE �� DUNAtiYAY ASSOCIATES, Inc. 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Y �� ' "_'•,�� ' ,.`� '� I I • � . � � I .II °= �r. z7 j".- ' I I � .I r - Oyb' � s- 6»'t-- �Y.-� I�I� w�� 2'�ala _�. �� _17�Y� s, � 2es=�: ---•— i�- IONGITUOtNA� SECTt0�1 3fCT/ONrIlI' t� a ra�r +na�r►e r4x� �MAT[R bEPAR'tME�fi cr�ts� a• s�,� �'�nrc, r�� x WITH STEEL LIO FOR (Y1 1 Z" MtTERS •�.��, .. .�o.,.w � . _ t � F �' � i i [ 3 [ ] E I � � E- �� { � � � ( � � � � � � 1 � ' E � L . . , � � � � � � �J � � �, ._ _ , .. �-,�, �� ; � � �i ��r�� ta �' � � � �M , Ir � 1� 1" . � � � �� ' _ ' • •� , � . 1 �, � ``-' � � iy •� � � �_ � � � � ��-.•ra • v+�tiaviir�a• •� r l �.1�/'�SJf n�f it J�Q/r �� Ll�d�� l►l"' ��JrW�"/ fCs/�' tf I� •' �7F`t ��aror��a��.v,arr�►`+-4 - +�ii/'.i. �!r'✓!C'� �� I��fi"/�li �C+�/+CJ�+�^i. �� ! :a��+�r��n��r��t�'�/ � . �� 11 �� ;� � ,��. .�� ; � . ;�� , - �� i j 4 �? � �_; a;P� - a� vt ir i t'+✓J t! �'1 •� C�,� +,' � � '� � f! . � �YD �,, - . �� r+ f� f� �! � . � 4v��.-��rr� v v1�-� � � _� � : �r� .r e t� s�a�,n�r��; � t� � �+ �� . �; (�� ;,� �� 1'�+ j� \� � � � � !I �� b, � � t� � � � ny � ��si�•S��.�., r..•...� -+� f � r � �f ��rsE: vr��r;�.i.�� ,� , � �1 � � '� ' e+ �' �' rQ � �`H �'ti�r�/ /�� - � � ��'�� A�� 1''e,�,o. �� ry�►�ir�cr� +�►ras�+�`r�+�r� �. . �� . �. . s. .. ,� ��, f� i.T _ '� 3 •''� � �:w '��1'S/�� f � 'i4� ��,Pi ' tyl+f r+��.`�r"' , %�/7iA. ��'i/%(`Q�, . r . �� . �� i��K /QI�D�t ..I t� �1 . CiTY WATEa DEP�►►RTMENT F'ORT WORTH, TEX�S TY�/C�4L �i4/N e r-•�� SS �,4 Yo � T F/GC/�E .l � .F.rf�s�r rb �' � � L J � � �� _ •�P� w v •.�_ sb � 9 .� � . � � � - �� _ � .� � � � � � � �,�.'��rr� C��r�f ,� +• � d�c�/r, �.,i'��. ,. � ti';-a ` - �"*`.�l'•! • ., �.!'/� I •j /�'�/ /i �T � � . :I : ,' :�_ ti '•� � d�� + �� , %Si/ �y� � "L' y. . . � , t� , , � �� S�+�o��d �rniS�aea+' l +15 • � !`.�'�' �� /`i� g fit�`1► ,�" � " i✓id't. � _ . � � � �� CITY WATER OEPARTMENT • � FORT WOFtTH. TEX/lS � /NTE�4SECT/ON C�4'O SSING O E T.�q f L � � F/GU�E" 3 : � �� v-n �v ' - � � QQ �~ f RAME �CQYER ,T V. I, f,�, S. PATTERN N.O. t01 . OR EG1,UAt,. � =� .�9 r�' _ � �� ,.... . .. ... .. .,.. ............. I -- ��u �, �� . - ...�. 1�. H. iC�'V E R � II _s4 !�" � T0P � OF � �� .__ . , � - , _; _78- , .�a it" •If'�� iy� }� I �!1• f �� PL�IN viEw 24�� X 4O�� M. H. DETAI L �SAN ITARY NOTES 1. Shallow manhole to be const�ucted of Ciass "F" (4000#) concrete (Ref. E2-14) or of precast cone with Standard 300# manhole ring and cover. 2. Frame and cover as manufactured by McKinley Iron Works, No. PM 24X40 or equal, may be adjusted for elevation on a maximum of four (4) courses brick i� paved streets. or areas to be paved; minimum of two (2) courses in other areas. �{oor car Re€: E 1-14 "� �r-��e �lc�te 2 �►.�,.�,._...,, I � , .��• _._.�.�«. �f,� I ;� _,� � �•�'' � � � � .� :•'�'`; , . �'��, �';►." '� a;gk.'��'Se� '�Iotc 1-��.�'; � �{* �: �� . �� .�R �.� . Q�S� �'�AQIJ►�a�[ fi J1Z'E�y _�:".i! _ ',�..-..tr ..,_,....a.�, \F :.�s��-'-'� � _ "' _r4n�.-�- ��'� .♦ .�+�t.;�•,. �1__ '/ rt � •.. � � • ►=_ '` �� y_ � B�/�� ;. ',+•.�t�� ^I" , +' �'re�"ri • �^ � , - . J'=:;�A:'�:- _ �a, .. ,� �� .��a++CC, f� .,�. �»'.•��y'w`ti:•4` i"1 iI'• .►• �.^• ��y�.r �'�1��/'�CJ� � '�EC'�x�'.J►1Z.��A�e�,, �7►�' �c��cuc�r� �"�- X 4��` �,'Ir%. �4��100�#� '� �► Manhale t+o �� used wh�re sew�r li�es ar�e iess t�an ��ir�� de�p. oF sHA��ow SEWER MANHOLE_ FiGURE !06 � E �-�4 Material E [-14 C:onstruct(on -12A- PROJECT DESIGNATION SIGN (Water Department) 5809400_Specs_1099_DO.doc � � � � � �R � �i rwi� r� �� _ ` � �, PMS 167 (Copper) � PMS 288 (Blue) ,� PMS 288 (Blue) : % 8'-0" � ; . , . ;. 1 �' � Y• 1 � t 3" `w 3'-�.5" � 3" . %� '� 4'-1.5�� r ,, M f � � 1 1 R I � � A� � � S 2.25'� ,� �� . +; - : . 4 � t � � � 1 � � � �i �� M , � � �� ,�,� ,� . , � . . , — � , � 3" 3.75" � � — �►- • � [7 � �� `�� ds In .A. c �ror� - � ,� ��. , .._..� . _.. 2.25" O N � J�' �i f — . � � 09118/96 , '; �`; � �/ %3" Radius ;� : / ;�, Whlte '� PMS 288 (Blue) � / . / � i' 1��. � �' . . Pt�4JECT SIGN Figure 30 3.75" .� f c N a � 4.5" Scale 1 " =1' E2-'1 Construction -13- SPECIAL PROVISIONS (Transportation & Public Works Department) 9B094CC_Specs_1099_�O.doc SPECIAL PROVISIONS CITY OF FORT WORTH TRANSPORTATION 8� PUBLIC WORKS DEPARTMENT FOR: 1998 CAPITAL IMPROVEMENT PROJECTS - CONTRACT 21 Reconstruction of Meadowbrook Drive with New Concrete Pavement (Handley Drive to Sandy Lane) DOE NO.: 2189 UNIT I: WATER & SANITARY SEWER REPLACEMENT Water Project No.: PW 53-060530175410 Sewer Project No.: PS 58-070580174550 UNIT II: PAVING RECONSTRUCTION & STORM DRAINAGE IMPROVEMENTS T/PW Project No.: C115-020115040543 1. SCOPE OF WORK: This work shall include all materials, labor, equipment, tools and incidentals necessary to construct the proposed paving improvements and other appurtenances in accordance with the plans and specifications. Award of Contract and Working Days: (1) Bid Alternatives: The proposal section of this document is designed as one proposal: UNIT I: WATER & SANITARY SEWER REPLACEMENT Water Project No.: PW 53-060530175410 Sewer Project No.: PS 58-070580174550 UNIT II: PAVING RECONSTRUCTION & STORM DRAINAGE IMPROVEMENTS T/PW Project No.: C1 1 5-0201 1 5040543 (2) Submission of Bids: The proposal sections of the special contract documents are arranged to allow the Contractor to submit one single bid on all units combined; this document is designed as one set of contract documents and shall be construed as a single package. Award of contractor shall be to the low bidder of Units I and II combined. (3) The number of working days shall be as follows: Units I and II combined: 200 working days. 2. Contract will be awarded to the lowest responsive bidder. 3. The Contractor agrees to complete the Contract within the allotted number of working days. If the Contractor fails to complete the work within the number of working days specified, liquidated damages shall be charged, as outlined in Part 1, Item 8, Paragraph 8.6 of the "General Provisions" of the Standard Specification for Construction of the City of Fort Worth, Texas. 4. INCREASE OR DECREASE IN QUANTITIES: The quantities shown in the Proposal are approximate. It is the Contractor's sole responsibility to verify all the minor pay item quantities prior to submitting a I � bid. �, � When the quantity of the work to be done or materials to be furnished under any major pay item of the Contract is more than 125% of the quantity stated in the Contract, whether stated by Owner or by Contractor, ihen either party to the Contract, upon demand, shall be entitled to negotiate for revised consideration on the portion of work above 125°/a of the quantity stated in the Contract. 98C9400_Specs_1099_OO_ScecProv(TPW) dac � 3� �� , SPECIAL PROVISIONS CITY OF FORT WORTH TRANSPORTATION 8 PUBLIC WORKS DEPARTMENT When the quantity of the work to be done or materials to be furnished under any major pay item of the Contract is less than 75% of the quantity stated in the Contract, whether stated by Owner or by Contractor, then either party to the Contract, upon demand, shall be entitled to negotiate for revised consideration on the portion of work below 75% of the quantity stated in the Contract. This paragraph shall not apply in the event Owner deletes a pay item in its entirety from this Contract. A major pay item is defined as any individual bid item included in the proposal that has a total cost equal to or greater than five (5%) percent of the original contract. A minor pay item is defined as any individual bid item included in the proposal that has a total cost less than five (5%) percent of the original contract. In the event Owner and Contractor are unable to agree on a negotiated price, Owner and Contractor agree that the consideration will be the actual field cost of the work plus fifteen (15%) percent as described herein below, agreed upon in writing by the Contractor and Director, Department of Engineering and approved by the City Council after said work is completed, subject to all other conditions of the Contract. As used, herein, field cost of the work will include the cost of all workmen, foremen, time keepers, mechanics and laborers; all materials, supplies, trucks, equipment rental for such time as actually used on such work only, plus all power, fuel, lubricants, water and similar operating expenses; and a ratable portion of premiums on performance and payment bonds, public liability, Workers Compensation and all other insurance required by law or by ordinance. The Director, Department of Engineering will direct the form in which the accounts of actual field cost will be kept and will recommend in writing the method of doing the work and the type and kind of equipment to be used, but such work will be performed by the Contractor as an independent Contractor and not as an agent or employee of the Ciry. The fifteen (15%) percent of the actual field cost to be paid to the Contractor shall cover and compensate him for profit, overhead, general supervision and field office expense, and all other elements of cost and expense not embraced within the actual field cost as herein specified. Upon request, the Contractor shall provide the Director, Department of Engineering access to all accounts, bills and vouchers relating thereto. 5. The City reserves the right to abandon, without obligation to the Contractor, any part of the project, or the entire project, at any time before the Contractor begins any construction work authorized by the C ity. 6. This Contract and project are governed by the two following published specifications, except as modified by these Special Provisions: STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - CITY OF FORT WORTH; STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH CENTRAL TEXAS. A copy of either of these specifications may be purchased at the office of the Transportation and Public Works Director, 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort Worth, Texas 76102. The specifications applicable to each pay item are indicated in the call-out for the pay item by the designer. If not shown, then applicable published specifications in either of these documents may be followed at the discretion of the Contractor. General Provisions shall be those of the Fort Worth document rather ihan Division 1 of the North Central Texas document. 7. Bidders shall not separate, detach or remove any portion, segment or sheets from the contract documents at any time. Failure to bid or fully execute contract without retaining contract documents intact may be ground for designating bids as "non-responsive" and rejecting bids or voiding contract as appropriate and as determined by the City Engineer. 8. The Contractor shall be responsible for defecis in this project due to faulty materials and workmanship, or both, for a period of one (1) year from date of final acceptance of this project by the City Council of the City of Fort Wo�th and will be required to replace at this expense any part or all of the project which becomes defective due to these causes. 9809400_Specs_1099_DO_SpecPrcv(TPW)doc �3 �2� SPECIAL PROVISIONS CITY OF FORT WORTH TRANSPORTATION 8� PUBLIC WORKS DEPARTMENT 9. Construction stakes for line and grade will be provided by the City as outlined on P-17, Standard Specifications for Construction, City of Fort Worth. 10. TRAFFIC CONTROL: The Contractor shall be responsible for providing traffic control during the construction of this project consistent with the provisions set forth in the "1980 Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways", codified as Article 6701d Vernon's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. The Contractor will not remove any regulatory sign, instructional sign, street name sign, or other sign which has been erected by the City. If it is determined that a sign must be removed to permit required construction, the Contractor shall contact the Transportation and Public Works Department, Signs and Markings Division (telephone number 817-870-8075) to remove the sign. In the case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above referenced manual and such temporary sign must be installed prior to the removal of the permanent sign. If the temporary sign is not installed correctly or if it does not meet the required specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that the permanent sign can be reinstalled, the Contractor shall again contact the Signs and Markings Division to reinstall the permanent sign and shall leave his temporary sign in place until such reinstallation is completed. 11. PAYMENT: The Contractor will receive full payment from the City for all work. 12. DELAYS: The Contractor shall receive no compensation for delays or hindrances to the work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. When such extra compensation is claimed a written statement thereof shall be presented by the Contractor to the Engineer and, if by him found correct, shall be approved and referred by him to the Council for final approval or dssapproval; and the action thereon by the Council shall be final and binding. If delay is caused by specific orders given by the Engineers to stop work, or by the performance of extra work, or by the failure of the City to provide material or necessary instructions for carrying on the work, then such delay will entitle the Contractor to an equivalent extension of time, his application for which shall, however, be subject to the approval of the City Council; and no such extension of time shall release the Contractor or the surety on his performance bond from all his obligations hereunder which shall remain in full force until the discharge of the contract. 13. DETOURS: The Contractor shall prosecute his work in such a manner as to create a minimum of interruption to traffic and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the project area. Barricades, warning and detour signs shall conform to the Standard Specifications "Barriers and Warning and/or Detour Signs", Item 524, and/or as shown on the plans. Construction signing and barricades shall conform with "1980 Texas manual on Uniform Traffic Control Devices, Vol. No. 1". 14. During the construction of this project, it will be required that all parkways be excavated and shaped at the same time the roadway is excavated. Excess excavation will be disposed of at locations approved by the Engineer. 15. DISPOSAL OF SPOIUFILL MATERIAL: Prior to the disposing of any spoil/fill material, the Contractor shall advise the Director of Department of Engineering, acting as the City of Fort Worth's Flood Plain Administrator ("Administrator"), of the location of all sites where the Contractor intends to dispose of such material. Contractor shall not dispose of such material until the proposed sites have been 98094C0_Specs_1099_OO_SpecProv(TPW).tloc 13 (3) � SPECIAL PROVISIONS CITY OF FORT WORTH TRANSPORTATION & PUBLIC WORKS DEPARTMENT determined by the Administrator to meet the requirements of the Flood Plain Ordinance of the City of Fort Worth (Ordinance No. 10056). All disposal sites must be approved by the Administrator to ensure the filling is not occurring within a flood plain withaut a permit. A flood plain permit can be issued upon approval of necessary engineering studies. No fill permit is required if disposal sites are not in a flood plain. Approval of the Contractor's disposal sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a known flood plain or by a Flood Plain Fill Permit authorizing fill within the flood plain. Any expenses associates with obtaining the fill permit, including any necessary engineering studies, shall be at Contractor's expense. In the event that the Contractor disposes of spoil/fill material at a site without a fill permit or a letter from the Administrator approving the disposal site, upon notification by the Director of Transportation and Public Works, Contractor shall remove the spoil/fill material at its expense and dispose of such materials in accordance with the Ordinance of the City and this section. 16. During the construction of this project, the Contractor shall comply with present zoning requirements of the City of Fort Worth in the use of vacant property for storage purposes. 17. All objectionable matter required to be removed within the right-of-way and not particularly described under these specifications shall be covered by Item No. 102, "Clearing and Grubbing" and shall be subsidiary to the other items of ihe contract. 18. Final cleanup work shall be done for this project as soon as paving and curb and gutter have been constructed. No more than seven (7) days shall elapse after completion of construction before the roadway and right-of-way is cleaned up to the satisfaction of the Engineer. 19. PROPERTY ACCESS: Access to adjacent property shall be maintained at all times unless otherwise directed by the Engineer. 20. CONSTRUCTION SCHEDULE: It shalf be the responsibility of the Contractor to furnish the Construction Engineer, prior to construction, a schedule outlining the anticipated time each phase of construction will begin and be completed, including sufficient time being allowed for cleanup. 21. SAFETY RESTRICTION WORK NEAR HIGH VOLTAGE LINES: The following procedures will be followed regarding the subject item on this contract: a. A warning sign not less than five inches by seven inches (5" x 7"), painted yellow with black Ietters that are legible at tweive (12') feet shall be placed inside and outside vehictes such as cranes, derricks, power shovels, drilling rigs, pile drive, hoisting equipment or similar apparatus. The warning sign shall read as follows: "WARNING - UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF NIGH VOLTAGE LINES" b. Equipment that may be operated within ten (10') feet of high voltage lines shall have an insulating cage type or guard about the boom or arm, except backhoes or dippers, and insulator links on the lift hook connections. c. When necessary to work within six (6') feet of high volfage electric lines, notification shall be given the power company (T.U. Eleciric Service Co.) who will erect temporary mechanical barriers, de- energize the line, or raise or lower the line. The work done by the power company shall not be at the expense of the City of Fort Wo�th. The notifying department shall maintain an accurate log of all such calls to T.U. Electric Service Company and shall record action taken in each case. d. The Contractor is required to make arrangements with the TU Electric Service Company for the temporary relocation or raising of high voltage lines at the Contractor's sole cost and expense. 98C9400_Specs_7099_DO_SpecProv(TPW)aac 13 (4) � SPECIAL PROVISIONS CITY OF FORT WORTH TRANSPORTATION & PUBLIC WORKS DEPARTMENT e. No person shall work within six (6') feet of a high voltage line without protection having been taken as outlined in Paragraph (3). 22. Any Contractor performing any work on Fort Worth water or sanitary sewer facilities must be pre- qualified with the Water Department to perform such work in accordance with procedures described in the current Fort Worth Water Department General Specifications, which general specifications shall govern performance of all such work. 23. RIGHT TO AUDIT: a. Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this contract, have access to and the right to examine and photocopy any directiy pertinent books, documents, papers, and records of the Contractor involving transactions relating to this contract. Contractor agrees that the City shall have access during normal working hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with provisions of this section. The City shall give Contractor reasonabie advance notice of intended audits. b. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under the subcontract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such subcontractor, involving transactions to the subcontract, and further, that the City shall have access during normal working hours to all subcontractor facilities, and shall be provided adequate and appropriate work space, in order to conduct audits in compliance with the provisions of this article. City shall give subcontractor reasonable advance notice of intended audits. c. Contractor and subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse contractor for the cost of copies as follows: 1) 50 copies and under - 10 cents per page 2) More than 50 copies - 85 center for the first page plus fifteen cents for each page thereafter 24. OBSTRUCTION OF ACCESS TO DRIVES: The Contractor shall conduct his activities to minimize obstruction of access to drives and property during the progress of construction. Notification should be made to an owner prior to his driveway being rebuilt. 25. TEMPORARY EROSION, SEDIMENT AND WATER POLLUTION CONTROL: DESCRIPTION: This item shall consist of temporary soil erosion, sediment and water pollution control measures deemed necessary by the Engineer for the duration of the contract. These control measures shall at no time be used as a substitute for the permanent control measures unless otherwise directed by the Engineer and they shall noi include measures taken by the CONTRACTOR to control conditions created by this construction operations. The temporary measure shall include dikes, dams, berms, sediment basins, fiber mats, jut netting, temporary seeding, straw mulch, asphalt mulch, plastic liners, rubble liners, baled-hay retards, diked, slope drains and other devices. b. CONSTRUCTION REQUIREMENTS: The Engineer has the authority to define erodible earth and the authority to limit the surface area of erodible-earth material exposed by excavation, borrow and to direct the CONTRACTOR to provide temporary pollution control measures to prevent contamination of adjacent streams, other water courses, lakes, ponds or other areas of water impoundment. Such work may involve ihe construction of temporary berms, dikes, dams, sediment basins, slope drains and use of temporary mulches, mats, seeding or other control 9809100_Specs_7099_DO_SpxProv(TPWJ.doc 13 (5) SPECIAL PROVISIONS CITY OF FORT WORTH TRANSPORTATION 8 PUBLIC WORKS DEPARTMENT devices or methods directed by the Engineer as necessary to control soil erosion. Temporary pollution control measures shall be used to prevent or correct erosion that may develop during construction prior to installation of permanent pollution control features, but are not associated with permanent control features on the project. The Engineer will limit the area of preparing the right-of-way, clearing and grubbing, excavation and borrow to be proportional to the CONTRACTOR'S capability and progress in keeping the finish grading, mulching, seeding and other such permanent pollution control measures current in accordance with the accepted schedule. Should seasonai conditions make such limitations unrealistic, temporary soil erosion control measures shall be performed as directed by the Engineer. The contractor shall also conform to the following practices and controls. All labor, toois, equipment and incidentals to complete the work will not be paid for directly, but shall be considered as subsidiary work to the various items inciuded in the contract. Waste or disposal areas and construction roads shall be located and constructed in a manner that will minimize the amount of sediment entering streams. When work areas or material sources are located in or adjacent to live streams, such areas shall be separated from the stream by a dike or other barrier to keep sediment from entering a Flowing stream. Care shall be taken during the construction and removal of such barriers to minimize the muddying of a stream. All waterways shall be cleared as soon as practicable of falsework, piling, debris or other obstructions placed during construction operations that are not part of the finished work. The CONTRACTOR shall take sufficient precautions to prevent pollution of streams, lakes and reservoirs with fuels, oils, bituments, calcium chloride or other harmful materials. He shall conduct and schedule his operations so as to avoid or minimize siltation of streams, lakes and reservoirs and to avoid interference with movement of migratory fish. c. MEASUREMENT AND PAYMENT: All work, materials and equipment necessary to provide temporary erosion control shall be considered subsidiary to the contract and not extra pay will be given for this work. 26. EXAMINATION OF SITE: It shall be the responsibility of the prospective bidder to visit the project site and make such examination and explorations as may be necessary to determine all conditions which may affect construction of this project. Particular attention should be given to methods of providing ingress and egress to adjacent private and public properties, procedures for protecting exssting improvements and disposition of all materials to be removed. Proper consideration should be given to these details during the preparation of the Proposal and all unusual conditions which may give rise to later contingencies should be brought to the attention of the Owner prior to the submission of the Proposal. 27. WATER FOR CONSTRUCTION: Water for construction will be furnished by the Contractor at his own expense. 28. PROTECTION OF EXISTING UTILITIES AND IMPROVEMENTS: The Contractor shall take adequate measures to protect all existing structures, improvements and utilities which may be encountered. Any and all pe�manent structures such as parking lot surface, fencing and like structures shall be replaced at no cost to the City by material of equal value and quality as that damaged. 9809dC0_Specs_1099_DO_SG�Prov(TPW)dcc 13 (6) SPECIAL PROVISIONS CITY OF FORT WORTH TRANSPORTATION 8� PUBLIC WORKS DEPARTMENT The utility lines and conduits shown on the plans are for information only and are not guaranteed by the City or the Engineer to be accurate as to extent, location and depth; they are shown on the plans as the best information available at the time of design from the owners of the utilities involved and from evidences found on the ground. 29. CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and all cfaims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not any such injury, damage or death is caused, in whole or in part, by the negligence or alleged negligence of Owner, its officers, servants, or employees. Contractor likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and employees and any damage, loss or destruction to property of the Owner arising from the performance of any of the terms and conditions of this Contract, whether or not any such injury or damage is caused in whole or in part by the negligence or alleged negligence of Owner, its officers, servants or employees. In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. 30. TEST BORINGS: It shall be the responsibility of the bidder to make subsurface investigations as he deems necessary to determine the nature of material to be excavated. This item shall be considered as subsidiary to the other items of the contract. 31. QUALITY CONTROL TESTING: a. The Contractor shall furnish, at its own expense, certifications by a private laboratory for all materials proposed to be used on the project, including a mix design for any asphaltic and/or Portland cement concrete to be used, and gradation analysis for sand and crushed stone to be used along with the name of the pit from which the material was taken. The Contractor shall provide manufacturer's certifications for all manufactured items to be used in the project and will bear any expense related thereto. b. Tests of the design concrete mix shall be made by the Contractor's laboratory at least nine days prior to the placing of concrete using the same aggregate, cement and mortar which are to be used later in the concrete. The Contractor shall provide a certified copy of the test results to the City. c. Quality control testing of an in-place material on this project will be performed by the City at its own expense. Any retesting required as a result of failure of the material to meet project specifications will be at the expense of ',he Contractor and will be billed at commercial rates as determined by the City. The failure of the City to make any tests of materials shall in no way relieve the Contractor of its responsibility to furnish materials and equipment conforming to the requirements of the Contract. 98C9a00_Specs_�099_DO_SpecPrcv(TPW).doc � 3 �%� SPECIAL PROVISIONS CITY OF FORT WORTH TRANSPORTATION 8� PUBLIC WORKS DEPARTMENT d. Not less than 24 hours notice shall be provided to the City by the Contractor for operations requiring testing. The Contractor shall provide access and trench safety system (if required) for the site to be tested, and any work effort involved is deemed 'o be included in the unit price for the item being tested. e. The Contractor shall provide a copy of the trip ticket for each load of fill material delivered to the jobsite. The ticket shall specify the name of the pit supply the fill material. 32. FINISHING EQUIPMENT FOR CONCRETE PAVEMENT: Shall be governed by Specification Item No. 314.3(8) and 314.5(8) with the modifications: Slip Form Construction: At the option of the Contractor and with the approval of the Owner, concrete pavement may be constructed by the use of slip form paving equipment. Slip form paving equipment shall be provided with traveling side forms of sufficient dimensions, shape and strength so as to support the concrete laterally for a sufficient length of time during placement to produce pavement of the require cross section. The equipment shall spread, consolidate, screed and float-finish the freshly placed concrete in such a manner as to provide a dense and homogeneous pavement. The concrete for the full paving width shall be effectively consolidated by internal vibration with transverse vibrating units; or with a series of longitudinal vibrating units loaded with the specified thickness of pavement section and a minimum distance ahead of the screed equal to the pavement thickness. When concrete is being placed adjacent to an existing pavement, that part of the equipment which is supported on existing pavement shall be equipped with protective pads on crawler tracks or rubber- tired wheels offset to run a sufficient distance from the edge of the pavement to avoid breaking or cracking the pavement edge. Final finishing for slip form pavement construction shall be to the tolerance as specified in Section 314.5(8). 33. CUTTING OF CONCRETE: When existing concrete is cut, such cut shall be made with a concrete saw. All sawing shall be subsidiary to the unit cost of the respective item. 34. SANITARY FACILITIES FOR WORKMEN: The Contractor shall provide all necessary sanitary conveniences for the use of workmen at the project site. Specific attention is directed to this requirement. 35. SUBSIDIARY WORK: Any and ali work specifically governed by documentary requirements for the project such as conditions imposed by the Plans, the General Contract Documents or these Special Contract Documents, in which no specified item for bid has been provided in the Proposal, shall be considered as a subsidiary item of work, the cost of which shall be included in the price in the Proposal for each bid item. Surface restoration, cleanup and relocation of mailboxes are general items of work which fall in the category of subsidiary work. 36. LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC: The Contractor's particuiar attention is directed to the requirements of Item 7, "Legal Relations and Responsibilities to the Public" of the Standard Specifications. 9809s00_Specs_t099_DO_SpecProv�TpW).doc �3 �8� SPECIAL PROVISION5 CITY OF FORT WORTH TRANSPORTATION 8� PUBLIC WORKS DEPARTMENT CONSTRUCTION NON-PAY ITEM NO. 1— CLEARING AND GRUBBING: All objectionable items within the limits of this project and not otherwise provided for shall be removed under this item in accordance with Standard Specification Item 102, "Clearing and Grubbing". However, no direct payment wili be made for this item and it shall be considered incidental to this contract. NON-PAY ITEM NO. 2- SPRINKLING FOR DUST CONTROL: All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" shall apply. However, no direct payment will be made for this item and it shall be considered incidental to this contract. NON-PAY ITEM NO. 3- BARRICADES AND TRAFFIC CONTROL: Contractor shall be responsible for providing barricades and traffic control as set forth in the "1980 Texas Manual on Uniform Traffic Control Devices for Streets and Highways" and per Standard Specification Item No. 524, "Barrier and Warning and/or Detour Signs", Fort Worth Public Works. Payment for traffic control and traffic control devices shall be considered subsidiary to work performed as stated in Standard Specification Item No. 524, City of Fort Worth and no additional compensation will be allocated. NON-PAY ITEM NO. 4- MAINTAINING ACCESS: Contractor shall be responsible for maintaining access to all homes and businesses during construction. NON-PAY ITEM NO. 5- COORDINATION, MEETING, AND PRESENTATION: Contractor to schedule one meeting with the Homeowner's Associations. The following will be present at the meeting: • An officer of the prime construction company • All the foremen that will be supervising work Agenda of items to be covered: • Construction schedule • Construction methods • lmpact on homeowners Traffic re-route plan PAY ITEM NO. 1- PROJECT DESIGNATION SIGN: The Contractor shall construct and install one (1) Project Designation Signs for each end of project and it will be the responsibility of the Contractor to maintain the signs in a presentable condition at all times on each project under construction. Maintenance will include painting and repairs as directed by the Engineer. It will be the responsibility of the Contractor to have the individual project signs lettered and painted in accordance with the enclosed detail. PAY ITEM NO. 2- 7-INCH REINFORCED CONCRETE PAVEMENT: All applicable provisions of Standard Specifications Item 314, "Concrete PavemenY', shall apply. The contractor shall use a six (6) sack concrete mix for all hand placement in the intersections. The unit price bid per square yard shall be futl payment for all labor, material, equipment and incidentals necessary to complete the work. PAY ITEM NO. 5- HMAC TRANSITION: This item will consist of the furnishing and placing at varying thicknesses an HMAC surface in transition areas where indicated on the plans and at other locations as may be directed by the Engineer. 9809400_Spea_'099_DO_SDecProv(TPW).doc 13 (9) SPECIAL PROVISIONS CITY OF FORT WORTH TRANSPORTATION & PUBLIC WORKS DEPARTMENT This item shall be governed by all applicable provisions of Standard Specifications Item No. 312. The price bid per ton for HMAC Transition as shown on the Proposal will be full payment for all materials, labor, equipment, tools and incidentals necessary to complete the work. PAY ITEM NOS. 7, 9, AND 11 - DEMOLITION OF CONCRETE FEATURES: This item shall be for sawcutting, removal and disposal of all existing concrete curb, gutter, sidewalks, driveways, and concrete pavement required to construct the new paving improvements as indicated on the plans. Item 104 applies. The unit price bid shall be full compensation for all labor, tools, and equipment necessary to complete the work. As subsidiary to this Pay Item, contractor shall provide gravel dikes for pollution prevention as shown on plans or directed by engineer. PAY ITEM NO. 8- 7-INCH CONCRETE CURB: The Contractor may, at his option, construct either integral or superimposed curb. Standard Specification Item 502 shall apply except as herein modified. (a) Integral Curb Integral curb shall be constructed along the edge of the pavement as an integral part of the slab and of the same concrete as the slab. The concrete for the curb shall be deposited not more than thirty (30) minutes after the concrete in the slab. (b) Superimpesed Curb Concrete shall have a minimum compressive strength of three thousand (3,000) pounds per square inch at twenty-eight (28) days. The quantity of mixing water shall not exceed seven (7) U.S. gallons per sack (94 Ibs.) of Portland Cement. The slump of the concrete shall not exceed three (3) inches. A minimum cement content of five (5) sacks of cement per cubic yard of concrete is required. PAY ITEM NO. 10 - 7-INCH CONCRETE VALLEY GUTTER: This item shall include the construction of concrete valley gutters at various locations to be determined in field. See Standard Specification Item Nos. 314 "Concrete PavemenY', 312 "Hot-Mix Asphaltic Concrete", 106 "Unclassified Street Excavation", and 208 "Flexible Base". Measurement for final quantities of valley gutter will be by the square foot of concrete pavement and the curb and gutter section will be included. The concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per square inch. Contractor shall work on one-half of valley gutter at a time, and the other half shall be open to iraffic. Work shall be completed on each half within seven (7) calendar days. The unit price bid per square yard for concrete valley as shown on the proposal will be full compensation for materials, labor, equipment, tools, and incidentals necessary to complete the work. PAY ITEM NO. 12 - 6-INCH REINFORCED CONCRETE DRIVEWAY: All applicable provisions of Standard Specifications Item 314, "Concrete PavemenY', shall apply. The contractor shall use a five (5) sack concrete mix. The unit price bid per square foot shall be full payment for all labor, material, equipment and incidentals necessary to complete the work. PAY ITEM NO. 14 - REPLACE 4: STANDARD WHEELCHAIR RAMP: The Contractor shall construct standard concrete wheelchair ramps as shown on the enclosed details, or as directed by the Engineer. 9809400_Specs_1099_�O_SpecProv(TPW).doc �3 �� SPECIAL PROVISIONS CITY OF FORT WORTH TRANSPORTATION & PUBLIC WORKS DEPARTMENT Pay limits for laydown curb and gutter are as shown in the Standard Pay Limit Detail (W R-1). The pay limit will extend from 9" outside the lip of the gutter to 15" back from the face of curb. Any asphalt tie-in shall be subsidiary to the curb and gutter pay item. Pay limits for "Standard Wheelchair Ramp" will start 15" back from the face of curb and encompass the remainder of the ramp and sidewalk. All applicable provision of Standard Specifications Item No. 504 "Concrete Sidewalk Driveways" shall apply except as herein modified. PAY ITEM NO. 15 - ADJUST EXISTING MANHOLE RIM TO GRADE: The Contractor shall be responsible to provide all labor, materials, equipment and incidentals necessary to adjust manhole tops, regardless of type, to appropriate grades associated with the street and right-of-way improvements of this project. The unit price for this item is a pre-bid amount of three hundred fifty dollars ($350.00) each and shall be fuli compensation to complete this work. PAY ITEM NO. 16 - TOPSOIL: This item shall be governed by Item 116 of the City of Fort Worth Standard Specsfications for Construction. Locations of the topsoil shall be directed by the Engineer. The proposal quantities shown are calculated to provide topsoil four to six inches in depth (compacted} over the parkway area and do not include material deeper than design depth behind the curb. The pay item is intended to pay for topsoil that must be imported where suitable material is either not available on the job or cannot reasonably be stored on-site. Payment will be made on the basis of loose truck volume (full truck with srdeboards up) tickets and material must meet City of Fort Worth standards for topsoil. Only the volume imported will be paid for and may be substantially less than the proposed quantities listed. The unit price for this pay item is a pre-bid amount of eleven dollars (�11.00) per cubic yard. PAY ITEM NO. 18 - UNCLASSIFIED STREET EXCAVATION: See Standard Specification Item No. 106, "Unclassified Street Excavation" for specifications governing this item. Removal of existing penetration or asphalt pavement shall be included under this item. All objectionable material found within the limits of excavation shall be removed from the job site and disposed of in a manner satisfactory to the Engineer. Removal of such shall be subsidiary to this item unless otherwise provided herein. Operations necessary to windrow existing gravel bare in order to lower or raise subgrade shall be considered a subsidiary to this item and no additional compensation shall be given as such. The intention of the Owner to pay only the plan quantity without measurement. Should either contracting party be able to show an error in the quantities exceeding 10 percent, ihen actual quantities will be paid for the unit prsce bid. The party requesting the payment of actual rather than pian quantities is responsible for bearing any survey and/or measurement costs necessary to verify the actual quantities. Proposed cross sections are available upon request. PAY ITEM NO. 38 - TEMPORARY ACCESS TO ALL DRIVEWAYS: This item shall include all the measures necessary to allow temporary access of homeowners to all driveways adjacent to the construction area. 9809d00_SDecs_1099_DO_SpecProv(TPW)doc 1 3 (1 1) -14- SILICONE JOINT SEALING SPECIFICATIONS 9809a00_Specs_1099_DO.tloc SiLICONE JOINT SEALING SPECIFICATIONS CITY OF FORT WORTH TRANSPORTATION AND PUBLIC WORKS DEPARTMENT (Revision 1 - October 18, 1989) (Revision 2 - May 12, 1994) SCOPE This specification for silicone joint sealing Portland Cement Concrete pavement and curbs shall supersede Item 314.2. (11) "Joint Sealing Materials" of STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - CITY OF FORT WORTH, and Item 2.2.10 "Joint Sealing" of STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS. 2 DESCRIPTION This specification for silicone joint sealing shall apply to, but shall not be limited to, all Portland Cement Concrete street pavement and curbs. 3. MATERIALS 3.1 The silicone joint sealant shall meet Class A sealants except as modifie Class II and Class III silicone joint installation of the joint sealants, t certification by an independent testin meet these requirements. Federal Specifications TT-S-001543A for d by the test requirements for the Class I, sealants of this specification. Before the he Contractor shall furnish the Engineer g laboratory that the silicone joint sealants 3.2 The manufacturer of the silicone joint sealant shall have a minimum two-year demonstrated, documented successful field performance with Portland Cement Concrete pavement silicone joint sealant systems. Verifiable documentation shall be submitted to the Engineer. Acetic acid cure sealants shall not be accepted. The silicone sealant shall be cold applied. 3.3 Self-Levelin4 Silicone Joint Sealant The joint sealant shall be Dow Corning 890-SL self-leveling silicone joint sealant for asphalt as manufactured by Dow Corning Corporation, Midland, MI 48686- 0994, or an approved equal. 9809aC0_Specs_1099_0O doc 1 4 (1 ) SILICONE JOINT SEALING SPECIFICATIONS 4 5 Self-Leveling Silicone Joint Sealant for Asphalt Test Method As Supplied Test ... Non Volatile Content, % min. MIL-S-8802 ASTM D 1475 .. .. .. Extrusion Rate, grams/minute Specific Graviiy Skin-Over Time, minutes mad Cure Time, days Full Adhesion, days As Cured - After 21 Days at 25°C (77°F} and 50°/a RH ASTM D 412, Die C ASTM C 719 ASTM D 3583 (Sect. 14 Mod.) Mod. Elongation, % min. Movement, 10 cycles @ + 100/-50% Adhesion ta Concrete, % Elonqation min. Requirement 96 to 99 227 to 550 1.260 to 1.340 60 14to21 14 to 21 1400 No Failure 600 3.4 The joint filler stop shall be of a closed cell expanded polyethylene foam backer rod and polyethylene bond breaker tape of sufficient size to provide a tight seal. The back rod and breaker tape shall be installed in the saw cut joint to prevent the joint sealant from flowing to the bottom of the joint. The backer rod and breaker tape shall be compatible with the silicone joint sealant and no bond or reaction shall occur between them. Reference is made to the "Construction Detail" sheet for the various joint details with their respective dimensions. TIME OF APPLICATION On newly constructed Portland Cement Concrete pavement, the joints shall be initially saw cut to the required depth with the proper joint spacing as shown on the "Construction Detail" sheet or as directed by the Engineer within 12 hours of the pavement placement. (Note that for the "dummy" joints, the initial 1/4 inch width "green" saw cut and the "reservoir" saw cut are identical and should be part of the same saw cutting operation. Immediately after the saw cutting pressure water washing shall be applied to flush the concrete slurry from the freshly saw cut joints.) The pavement shall be allowed to cure to a minimum of 7 days. Then the saw cuts for the joint sealant reservoir shall be made, the joint cleaned, and the joint sealant installed. During the application of the joint sealant, the weather shall not be inclement and the temperature shall be 40°F (4°C) and rising. EQUIPMENT 5.1 All necessary equipment shall be furnished by the Contractor. The Contractor shall keep his equipment in a satisfactory working condition and shall be inspected by the Engineer prior to the beginning of the work. The minimum requirements for construction equipment shall be as follows: 5.2 Concrete Saw: The sawing equipment shall be adequate in size and power to complete the joint sawing to the required dimensions. � 98C9400_Specs_'099_DO tloc � 4 �2� SILICONE JOINT SEALING SPECIFICATIONS 5.3 Hiqh Pressure Water Pump: The high pressure cold water pumping system shall be capable of delivering a sufficient pressure and volume of water to thoroughly flush the concrete slurry from the saw cut joint. 5.4 Air Compressors: The delivered compressed air shall have a pressure in excess of 90 PSI and 120 CFM. There shall be suitable traps for the removal of all free water and oil from the compressed air. The blow tube shall fit into the saw cut joint. 5.5 Extrusion Pump: The output shall be capable of supplying a sufficient volume of sealant to the joint. 5.6 Iniection Tool: This mechanical device shall apply the sealant uniformly into the joint. 5.7 Sandblaster: The design shall be for commercial use with air compressors as specified in Paragraph 5.4. 5.8 Backer Rod Roller and ToolinQ Instrument: These devices shall be clean and free of contamination. They shall be compatible with the joint depth and width requirements. 6. CONSTRUCTION METHODS 6.1 General: The joint reservoir saw cutting, cleaning, bond breaker installation, and joint sealant placement shall be performed in a continuous sequence of operations. 6.2 Sawinq Joints: The joints shall be saw cut to the width and depth as shown on the "Construction Detail" sheet. The faces of the joints shall be uniform in width and depth along the full length of the joint. 6.3 Cleaninq Joints: Immediately after sawing, the resulting concrete slurry shall be completely removed from the joint and adjacent area by flushing with high pressure water. The water flushing shall be done in one direction to prevent joint contamination. When the Contractor elects to saw the joint by the dry method, flushing the joint with high pressure water may be deleted. The dust resulting from the sawing shall be removed from the joint by using compressed air. (Paragraph Rev. 1- October 18, 1989) After complete drying, the joints shall be sandblasted. The nozzle shall be attached to a mechanical aiming device so that the sand blast will be directed at an angle of 45 degrees and at a distance of one to two inches from the face of the joint. Both joint faces shall be sandblasted in separate, one directional passes. Upon ihe termination of the sandblasting, the joints shall be blown-out using compressed air. The blow tube shall fit into the joints. The blown joint shall be checked for residual dust or other contamination. If any dust or contamination is found, the sandblasting and blowing shall be repeated 9809400_Specs_1099_DO tloc 1 4 (3) SILICONE JOINT SEALING SPECIFICATIONS until the joint is cleaned. Solvents will not be permitted to remove stains and contamination. Immediately upon cleaning, the bond breaker and sealant shall be placed in the joint. Open, cleaned joints shall not be left unsealed overnight. 6.4 Bond Breaker Rod and TaQe: The bond breaker rod and tape shall be installed in the cleaned joint prior to the application of the joint sealant in a manner that will produce the required dimensions. 6.5 Joint Sealant: Upon placement of the bond breaker rod and tape, the joint sealant shall be applied using the mechanical injection tool. The joint sealant application shall not be permitted when the air and pavement temperature is less than 40°F {4°C). Joints shall not be sealed unless they are clean and dry. Unsatisfactorily sealed joints shall be refilled. Excess sealant left on the pavement surface shall be removed and discarded and shall not be used to seal the joints. The pavement surface shall present a clean final condition. Traffic shall not be allowed on the fresh sealant until it becomes tack free. 6.6 Aqproval of Joints: A representative of the sealant manufacturer shall be present at the job site at the beginning of the final cleaning and seaiing of the joints. He shall demonstrate to the Contractor and the Engineer the acceptable method for sealant installation. The manufacturer's representative shall approve the clean, dry joints before the sealing operation commences. 7. WARRANTY The Contractor shall provide the Engineer a manufacturer's written guarantee on all joint sealing materials. The manufacturer shall agree to provide any replacement material free of charge to the City. Also, the Contractor shall provide the Engineer a written warranty on all sealed joints. The contractor shall agree to replace any failed joints at no cost to the City. Both warranties shall be for one year after final acceptance of the completed work by the Engineer. 8. BASIS OF PAYMENT Payment will be made at the Contract Bid Item unit price per linear foot (LF) as provided in "MEASUREMENT" for "SILICONE JOINT SEALING", which price of shall be full compensation for furnishing all materials and for all preparation, delivery, and application of those sealing materials and for all labor, equipment, tools, and incidentals necessary to complete the silicone joint sealing in conformity with the plans and these spectfications. 9809a00_Specs_t099_DO.doc 1 4 (4) -15- DETAILS (T/PW Department) 9809dC0_Specs_1099_DO.doc w t. 0 C } a a rs C O. 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GAS �p R�SPLJhlS4�ILFTY S4NIi � ,�� . . ., . . i �� :�� i��i' y � G4S .: --• � :,_'"QhTR�_C7C1Ry"s�—=ESP4NSiBIUTY— n•-- IT S�iA�� fi�Y� RESP(7NSIBI�ITY C�f THE Ci7HfRACTOR TQ 1rIAx� At�Y REQU�RED ADJUSTMENTS TO CITY 6'44�lE�iS LfTILITtES F�f�II THE M�T�R 8OX TQ TH� �uo��r�r��< TYPICAL SECTlON SHOWING LOCATION OF CITY OWNED UTILITIES IN PARKWAY SCAI.E I/Z":I'-0� w CITY OF FORT WORTH, TEXQS CONSTRUCTION STANDARO i. � Oror�n9 No S-M6 I Date F�b 1969 10'A L K � wHERE vEHiC�E5 WI�L PARK PERPENDICUTAR TO 6�RAISEO GURBS TnE CUR85 SHOVlO BE PLACEO � � 2 BENiNO THE R � �;` prMERwi5E TME CUROS MJY BE n I � ��AGEp AT THE R . _ _ _ _ _ _ � 6" R4i5E0 CUFiBS �, � S� ! j IS� MIN. i 2D� 1.14N �.�f i 35� MAX. � _ T � � Q� i � 1 2' Tvvitt� u �,� ' _--' j., �. � - - `_ �� _ � � i s' M � N.`'----_ i d `� � 35�M4x! � .iMIN I ' S� � T YP/CAL OR/VEWAYS FRON TAGE GREATER � r � 4 x WAL Ir � wHERE VEHIClE5 WILL PGRK • PERPENOICU�AR TO 6�RaISED CUR85 TME CUR85 SHWLD BE PL4CED Z� 2� BEHIND THE 2 OTMEAWISE THE Cl R95 MGY BE � PLACED AT THE R. �, I �� '� 6" RAi5ED CUR85 � �i � , i3 MIN. 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'-�" • �'�,�� MOT[� �UTTi� COM�f11UCilOM IM fIIOMT 01 IMLlT II % -,...� �. �' �'� '�; '�� i 7H01�M 1� TO !! COM1i0[�!0 1� Ilil/i 41 FAi!/ a , '�-+- • '= c , !�= _ , . r n II! ��. . . . d C �—P''0� '�~ �`-'O��'O►[MIM�` = l�-0` t `� {' ♦�CM1WI ELEvaTION OF P •�� ` G i 0 ENING �� _* � * MT 11Y1T 0/ INl ( T � • pY[MIOM �A� iMA4l Y1iCN TN( �UfT[11 DIY[M7OM IM U7[ �/�p• LIN[ 01 •UTi(II � W OM 1M( ►IIOJ(Cf,� :MO M�LI �l [ITM[II 1�' 011 f 0� STANDARD 5� STORM DRAIN INLET �� I CITY of FORT WORTH, TExAS —CONSTRUCTION STANOARO � � IIEV13F0 �j21/0� J.A.N•/MIN.M. � OH�wING NO S-SD 1 I DATE J�H 1969 et�nu9 �uK H�� I�J��I fTD. CW1� � yUYYta ■4�f Af !R� e�c Ui! 7�-�` iLlf� ■KM MOT COMM[CTIMi TO MV[Y(Mi U1� /`-�� i6iF� rM[M COMM�CT111• TO MVlY[MT �DO �.�t L��. �T(tL MN[M COMMtCiIM1 TO /�tY[Y[MT � O. a n � G1. � r W � �LL (t/p�!(Q �VN/.4CK■ 8f1[ TO i[ MZA,�I llMlik[O, fM[ 6[�1N �p' 10■ •Ll lirwO+llMp 10� IMlii 11tGAV+�TIDY �QR !ML[T i; Tp �[ 4MCLUD[D lik /RiC[ �N1LL �[ �'�.p' Rf iME U/I[11 [�+0 •N� l�- �` if0 IGM ��tY[. FT T1ML QUT4[T LND /11QY lH[ i6► G7 CN11! ►D iHi lLQw iIM[ p/ THL IM�4[�, 11 TM! !�. E� !� IWLLT 17 MG� �iRMD1��RO, tW[ 4i.t►N YIIL{. �i jjjjjj F/ 7HD�M L1lF RINL rLI�Ml. ��Y {I��1 II 0lMiM Sjv(� 1�•�C! �Y WUMMOI[ llil! iN►�,t i[ C4M��1G��0 � —�/s` / �tiHr�. aars +' rs� o�r_ �o. y-so� ra'c�, worrrrt� I I �� OIY(M'�1LIn �L jM141 1M[ Mu►4ik O�i1�lGw1 AM 1!�[ fM T14{ � _ � _ _ _ _ � � — — _ — — — — — — 711 O J [ C f . �----- �� -- --� - — — � � � � = r— ;---i � s/a" / ■[i�r. rs�i -� r__-- I {_ V�/" w � C.i. tOVL a L I. COY[11 I I 4/�� 11[IM�. iarll — — � — I _ _ I� I 11 ' — — __- I� . _ � I 3i!' 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A N �`` •. wl [k0 Of IIF6[T Ttl� �I M[►� NITU��L �Wif[R �RlipL 4~'�s�`~�1i . � CVII� C6RM[11 /�n � �a� �� i ,� _ _ , ; � / ►/ /�Mf?iIM �" — _ I I _� 4 a�J � J �. � � -�'"�.1 ,� i/s' cMarr�■ � t/4" S��riR k ~ ^ s %. �h' /�uRi n f s I � ` c - t / ^� j � ~ �• _ �' _ �Q' QrcwiM• I �` / � _ �.��:,- � * �aY LPtitT 4��I IML[� � � o t t s - +k u ; I h ��77-^� r l 3/�i�� CMAYfrll' J"F � "�}I„�- 1• 4' R[TVII'��__ 1 �� TO♦ 0/ iUi1i � � � I ` � � . .' �.� _I� iUr 4�1 ��1fiiR�OUTfi�+(.t6NR� ` - _ "-�' - — � � 1�IIM •1 �` i t � � _�—_ _ _ ---_ a . � 'r'� � �.� .�� .�a�.�. :�� —`— .,d�.. :C. . F �.�Q: �.�:4 � - - ,��.r SECTlL�1 A--A ; '�'. f?. � � O� r � ti-�H�f Ar r' [-C sw iilu - —�� !►Law LiMf a�f YUifEla � prK[rrr ��+ ►R s�ar. STANi]1Ai�[l I{)' S74RM [)RAI�V INLET __ --- S��TIC1l� ��B �CITY of F�RT W0RTF4,7EXA�-COMST�Rl,1CTION STAMDARQ �evit[a +�/irl�r r.+�.�I./w.R.u. ��iA+M111G NR 5—Sb F I mATE- OEC �5E9 ,� �»� �U.. �. �. , ... . ,, „, , , , 9� Crnr�r wall, Si• S�cr,an .t -.! ond �vo�♦ li�rtp end Cor�r /o b� ,_A Can�M�er�al Pr�r (Jv+'IiI I r --_---� --- ----� �`�,i ( I ---- p'� � —- G f. Cor�r � } y � "' _ _ _ _ � ,{ � ��.J i �-^ ---, r --- �J--==—==— =-- � �....___ _ y __ ___ __ __.c __. __ _ ___ _____�� I � .f�} ,�� I � � I� � +�i ,,r � �`�--------------f.' ��`�—°�� ra'— s" i 3�_�,. i �- � �-. . � � � �� d. NOTE On• DouO/i /O� /n/iI SAo// Coniir� o/ Tro S�onCorO /O� Riin/orciJ Concii�i /n/i�� Cont�iuNid Toyi�Air oi a Sinp/I !/niI Wi�A /Ai AOjocinl Enst o/ TA• Twc /n/i�i i9�mor14 and ✓oinid Topi�Air io oi �o For�r A Con - iinuo✓s Bor /n/�i Nerinp A ?O'-e�� L�np1A Op�ninp. Proridi on S�� Ci�/�� Wo// os SAorn in Sic�ion A-A, S�i O�orin0 Na. S-SD t loi finitAid /n/i� Di/oi/t. Nol I0 SCO/I w J tJ � �j-- I � � _� �3 Boit c/ 6��c-c � : �.' _ �:'1:.� �. - '�.-- • :_ � �I, c . . � � I� @O✓! �v/ � � C-C • Qnl�y � fn CfnJ�r M'u11' trl PauDl� IfJ� In1II 9 � ,1 \ Ae �:: \9�� TAft� !1'4�1 dl C/�niff 0/ SECT/ON A-A d7auAJ� 10� fnAe1 STANOARD DOUBLE 10' INLET CITY of FORT WORTH, TEXAS-CONSTRUCTION STANOARO OHAWING NO 5-50 3 I OATE OEC i969 •[wt(0 �uK it/t w a u A �C.I, COV[R� RIMi i tOYi# i0 —' �� -- --'�j �[ CGMi7�RifCT�O f � -��---'--�-�^ f-� ___- ----'-- � � OY�■ �GUTLL[ � � . p ( - �-. _ _ � t r ---------- -+�r�------- ------ -� . — -------.-. =—�.a�.:: .... . _. _ _..._._...__.-----------�_. [ l` �' �� RCPRESSE[f tar � �1 • � � `�---�. � � 4 .�� a R PLAN . �'-ae . c 20'' �� '- o� � i- -i= # �� I I ' I 1 '+ � i � 7� 6'� 1 .ro�cr� � Ha re- ie" k ONE OOUBLE 10� INLET SHALL CONSIST " j FACE CURB 0� T1�0 STAHOAqO 10 REINfOpCEO CONC. .:' •'- p��• .':I #�J� J4"L7 SCALf IN�ETS CONSTRUCTED TOGETHEH AS A ' ;'� �-�I�� ''•'I , -. '• � .' f '. _' `p ,- : . + SIHGLE UNIT WITH TNE AOJACENT ENOS ti ; Of TNE TWO IHLETS NE�IOVEU AMO �*Tp•' �,�� JOINEO TOGETHER SO AS TO FORM A ;• w# �� Ar •' t-c . - �! � : . CO►+TiN0U5 BOx iH�ET HAVInG A Z0�—E" ,°,� �� i.�►* ��Rf �r �' c-t ! �u� ttMzt� 'rALL ar oou��[ io' �M�ir or�� 1 LCHG7H OPEHING. PROVIOE AH E�� :`e'.; •• CENTER WALL AS SNOWM IH SECTION '°;� Z•_O�,:�•��` TM1CH 1f6LL 4r C[MfiLR Ol DOU�l� 10' IMlf� A- A Sf£ OA�wiNG NO S- SO I fOR �.1 '� .��.-:__-�.a.�-•::. f/�viSNED /NL f r Of lA/L S • - SECTI0N A--�� . DIAIEHSION ��A' SH�I.I MATCH THE GUTTEH pIA�EN5i0N IN USE ON THE PROJECT � ANO WILL OC CITHEH 19 � OR 2 O� , � . - r � � � [' � - � r � RECESSED DOUBLE 10' INLET I CITY of FORT W0RTH�TEXAS -00NSTRUCTI0N STAN0ARD � DRAWING N�. S-50 � I 04TE+ JAN. 1969 �Ivq[D �nt rfT� � " R � � � ,` � � " ' � � � �, � --p � Ci.i�'S •.� rs+�� %S '. ,t /r � '�'� � L� � I �, �a ,;f� � ■ �n r --.*, �,.. .r �' e.sx M,r 1�1nR0l+�C+ElxR� n�n i • � a..� �� ' ryc� ... wRURlP IaCN [wp � l.,, . , ..,. � -. 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M�as r a t�.�o.c ., � o � a'�- a. n..-+,u�.r wtei _ �. . � 7Yf'fCAL G�RNER � I []ETA1L PLAN VIEW— — r—� � ��C _ _ � .— : rZ" �Irr�t�l STANDARa �4' SqUAR'� MANHQ�E CITY ca� FpRT W'4DRTM,T�KAS—CCIPJSTRUCTI{7N 5XA1VDyt�ii Oi�AWIMG N� S— 5� � I pAT E� QEC F9b9 �[YI�ID ��r.1�� W J v > a 0. A 7 O. C s c�s +._ �. ---- � � � ' 4' 'r�l \ � — I � F'LAM 7- ti0'-i`O�Tl�i1 �sa�w0 r�y4 00 M+(• Pp ry�y fl��-_ I,14'f �f,KMlip �14��F �i11 CRS1 I ~`� •�iY�F■ I 1 l�Wfl.4_ . W�[ a M9+t 4a.+�1': � 7,� w�l#�iilP N�(� ` - "-`� °`—'—I `� w+r��•n M{y� —�iiM C �.4•wau� ti [ aren �' � ��• K��li[ a� ��sw�e •a 1t[H Nar �t rr.n�.�a - - u!Hu �.> r�_r�.t �_ _� � �� . ✓ f 1 1.. Gi �,� �� f�iy r ^� s �s�f i�' ! i�L+� rAr ndx�[a i�« (+o r, � �E�[ � TO O�uM � I .. ..__ k ki[f4 K�f� — I�� a(Y -- �l . IIiYi�ti . � I � v `-�^1'' _ -_ . �-----�f �+ti �� 4• r [kCM MAl SECTIOH B-B pA �� Wly� iT i� C-C �1 L�[Y� - 4+ Firw+r IKVII[D 10/01/07 J.A.N./W R.M. r�+OT£� PFP I�M '� p" SMAL t tiE SMZ1wN p,v SF0RM DR.�f1N PLAN pnd PRpFI[£ SHE£�5 IVOI /O ,SCO/I M�l 1 �� f M+� 1�.1 /` � a{�x r H waWiO I�CN �wC �---- y I" / � � � +�` �� f / � � � Y��i f sawt i� ip't � +•ea �� n' ou�sm[ �.ii i�i.cK r�c� '� � �4�E o ♦ \414i li �� — ��' �� • ou��a r.[� � �I_ � . •��..�r �r r � � �.�oe ..c[ �-s = ,.�- -- �i ,' . � _ 1 r�� _ — _ I �1—� !�-�I - i r ��-_ �_!- '5 ,��+--�►_ .�,� w_r�l� � `s aui ar i eac.� .■r - r `'�--'�_ � a eor[�� r w'ait 4'� � SECTIDN A-A I-'- -I �:°r''`o'°r�:��•r �" I i-�i y7[ 1lG+l wro�iRT O� . f�- w.,�t .�+.o.s+ren I 4w.hiw �warnC rrex � �!�'r A�F � _ �. "`�- -_ . �' 7YpICAL Cf}R1+�F I [lE TA1 L : ��I�.� V�� rl l- _ � �I��, � IT 3 "li TXP1CAl STANDARD 5� S4UARE MANHOLE CITY of FORT WORTH, TEXAS -CONSTRUCTION STAN�ARD DRAWIHO N0. S-SO 9 I DATE• J�N 1969 11 [ Y I 1 � 0� J 1 M. I 1 � 1 � a a A tl a c g w � s�s�•� �" .m e�. .. � . •I 9+�1 4� � � . . � " _' . . . � � .. , ,..,4., +� � Y ��, . , A . � . , , 1. � . a , . . . . . . - I • 4� R�. _ . . � , . •,' I I I 4f ��•� at ` . _ : . . �' s Q�( n wG wf 3+CI� • •. ••.• � �p. FI f .' ; __�. � � I I • . • y•_ I , -� ;.�°� I � ' �I — — i �_ �.� �� — I ��'' .� a. .t�. .�,� � . � a.��<. � ' r, �e! f�a.1 I � —I.� I �. PLAN � � � � �. �� I. ' ' ti* . I �f.i . . 1 1 y �;. -. � TYPICAL CORNE I DfTAIL PLAN VIEW � — � } f �z d� � �-2 �� TYPICAL ��y♦ ir,.b+W r,r"41 �,....�. +o �o.e. e..wm lr+�er . � f .F ..u+��• <a.e• � � e-".,a • F' �.+n eC ��+•e 1MK. re �e�»,a '�ii o•t w roMt � ' .7 - taw�i� �'.�' ��r+. � - — r.ie�r.[o M.tr $� 'f 7 • � ,w�� k� M/ wIOK'ra l fii�,� frnf�� at\ Ll1 � � � �i�T� ovt� i iee •I+. 1 . 14a'. .+ ! 1 eS+ wa. �P]�./G1�4+1�0 J .. � �.,s a � _ �,e� c � �.�1 �a ��1. i' � � ' �.. �a�' �� - A�uf}.pl 1�[1 r �i1��G1 ��41 � I Y � _ _- � �"� o ` - �..a ,.e �" ��.t � 4vTli4! nCl 1 M�1 �y �' ' f-1 — „a�ae .xs� � �._� , _ � - � �� -- � �� ' ' �- ��.��—�� I� - _ t'� _ a_�a� . 'w a�as ,� � �•c..4. �i �� rl_A� s oaw�aw .� ��.� � SECTION A-A �' -I �'�,°�"o.':,��a.� �. «a�� r�a•t rt.rRr a Y�Map.l �5 �+6^6af10 ON �lFM ��61�14 MMi! '.�.•>.�t.s. ��Rn.c. aese�ai �+ore� •.w..��,.o, : �� w sq.c[w - 1 YITl�1117 �NO �Id[Y/M1M1� �N1Ll COM/O�Y r1iN 1NL �IWI�LYlN17 0/ 4t � [I1� O/ /plll UO�iN �I�F0��0 7/Cf•rIC�IIOM !WI li�M0��0 COMC11(1( s�� `a�� , Y/NMOL[! l�IM �!"L �{ � w� �f�qiKri6lrt '� R + 1 l�7(111 0/ �{IM/0�1CINY lI[(l M[�III1T fM( INl(Illpll �NO 11iI��0� MMOwClO lll�/�CC lMlll MIYI • COV(� 0/ !� TO TM� CIMII� 0/ /�111,VM1l77 ►1 �1r�C f�f►! x� Wr p[ vf�0 I- I � • O�M(�ri�( MOTIO u qrt - r� 3(IC�`/�110M /0� Y�MNOI( 10 !( IMCtU0�0 IM UMIi MIC( ��0 /O� Y�MMOII ti �. i��{[4 ��i�R4 ` � .� , r �,...,•.i�t�i�.'w � .`e,;r,»�w.,�''�, SECTION A—A �—� oe s� l��s �r i t-C �M �I(U O� MEYW��- � AEVISED 10/I/97 J A.N./W.R.M STANDARD 6 ` SQUARE MANHOLE I CITY of FORT WORTH, TE XAS — CONSTRUCTION STANDARO � ORAwING t+0 S-SO 9 I OATE DEC 1969 N E V I S! D J � N. 1 � �] w � � Y � c 9 W . � {1, _�. ' __�� _' •.— ____�'"__�-e 1 76C�i 14 !r c..,� � ,� rl�� _� I W � 7 / ' � /i�[ / € _ �- I � _ — _ � � � . ��'_ � - _ o a I I _�- !-�,/ � � I�I - � � - j � - _ - -__� � � �.� � � � U' � -- — - I-n.[�.rn ., :�{ _ — _I T _ _ _ ''� _ _� '•'x �•we a�t _ J- • [bowa r� s c.r .a l, �+ l 9t ��w4! 7fit'i .r f . i/' � �� Ik 1N1! �a14 PLAN MANHOLE TYPE I � 2 3 4 5 6 7 PIPE OIA. 18�1024'!2T�Io'13' 36�1042' 4B�IoS4' 6O�1066� 72�toTB� a4�1o�6� /� 4�-3y2t1 ��-11�'e 5�-S5/g� 6�-I�/� 16�-9�/g 7�-6� 9�-6�/e B 3�-3�/�g 3�-93/8 4�-3�16 4'-II�/y b�-7S/e 6�-33/� 7�-3�/e, C2�-�� 2�-9� 2�-II' 3'-3' 3'-7� J�-11' 4�-��/g D 3'-0' 3'-io�i2 a'-9' s'-ii' �'— i' e'- 3' io'-o' E ��- 2� 5�- I' �' - I 1�/4 7�- 1�/q 9'- 3�/4 9'- S�/q I 1'- 2�/4 REVi5E0 10/i/B7 JAN/W.ftM . c�*�� r.+.o...a r,..�t ...� w co.i� �..ww�u rr�eie su.�.a � - � w ro+i G4J1][f �YOfIw1 cwtr _ � i'�' no.�r�to- ��ca � I_ � - E � � o - �' �wsf -�R�wip #�s4 1p ^ • � ' • � � �� -aE__I ��aY �+'.4f� 14 fGr ` `II♦'�` �! REK1 atlF 4-C� � y��r ladw rRr t2�2" TYF+It��l� __ cira�,a�� nn .II �.a� �R c t P Q�siDN�l ii lia3 .� {�[ �,eK�51C ST[►i flrt� nsll.l.�[... r�4! Ca.i I 1�+� �[ u5[OI y L r« �e�rwc,� ��+�c.. S ^II� lLl ��Y3� �✓ � I� / � m . �+��r .r �� rtar � ' / 4L —s1 �cw ... c - ► � � •Ir �� i{��1 �A MOll�f f/ , « I ii{N � } j . . f �� •• ry.II. � �Il w��y �iGHr ri .' '�/�j .I ' Ov[R a arfE frC[t �L" G[!�K �r�L(NS -Y ,II �� ?a e. � ,�� m _ - -- I �ren �.o.[ r -I M �I--- f - uwt ♦ \ � � „��f ^b � ` � _ -� �i-� v �� aa.� a�•�e'c-c•`-�. �a....�.�..us �.�� .,. SEC�ION A-A $� � � �3R1 •i ■ C-[ N LPdI! OI I!(TfiT —_. NO'fE� THE 2�-0� p11EMlION 9H�Ll IN [�L�_ Cf9f! BC THE CONTRO� OIY[M�ION IMO A1(Y OEVIAiION IN OTHER OIMEN- S�ON] ENCOUNiER£D IH THE FIELO SN4�L BE ADJUSiEO 8Y 7HE !N- GINEER. MANHOLE DETAIL TYPES I ihru 7 CITY ul FORT WORTH, TExA5-CONSTRUCTION STANDARO DNnwiNG� �+0 5-50 i0 ---I--OaIE �+Ov i9G9 -- Ncvis�o. „H �,�� A CA > 0. a n � a c a � '' — r rr'�li�-__� --, r�-F'� ---•--- _ _ - -----� _I _ _r2-6 __� r-9 _ � � � r ' — .�-. _ � i I � � • . � � � � y . .. — �M �' . - f _ �. '' ' -•. �-'-a�ar. -- - �S— .1 �• . ,,..��^ -'— -- I `- -1- �. � ., � � Wkod�n f+p�t �s�- � . , �av r� '��'+" • r�9P^ - - � r,�p:�� - _ � �� waode� Pas► s� � �• U C� AidY !p S[0/1 No�£ rn„ ,�, ao.-�o o, c• z��s �� -Ze-87 1�- I M.n p�o � �� 1 � I � �,..�• � �r' I t7nr S/EP ��,n �1 _ I. : , '}'�Js�$� oP � ,$ —� Hw,nsr - r. 8 .� �I. ` ' +�n�e ,n W �r f4�5n 1 .�� : � � � �I � �� c 1 � t �,� �ec� ''g � ` j � � ; NC�/E' ErtO �PaSI lA�►Il GI B UUD �-� _y fnle.mrd.vle oas! a,r 7 '(}.v Pa.�r sE�r��n► STEEL GUARb RA/L .� _wr�-��`�. I CIiY Of FORT WORTN, IEXAS-CONSTRUCTION STANDARD �O�o.�np ho S—MS I Do�e Jo� 1969 � � . � � s' - o'" � a"' � I I ' 2�� CLE�R � .� TYP. . � +[ I �I 2MSCM.40 PVC � ' wEEP MO�ES � AT 10'—O��OC �' '�j SI�EwALK SL�PE AT 1/4��/FOOT ==� �_ � �,�O��RUCT)ON # �aErx �� JOINT (OPT� � ` , r0 � + . �ti0.3 AT 12"�OC8w '°'� �,�. � N.��.. 4 � On..,. . „ � � 2. COMPACT SUBGRADE TO 95'/e STO. PROCTOR. L PAY PER CU81C T4R0. SCALE� 3/4'=1 RETAINING WAL� WITH SIOEWALK a£vi5E0 9/��/s� �.4.w./w.a.,�_ CITY Of FOfiT WORTIi-�pN5TRUCT10N ST4N00R0 = EFW/WRM DRAWING N0. 5-M13 DOTE� JULY 1994 .'„_ __—, "� '- Addendui 3 354D -16- PROJECT DESIGNATION SIGN (TIPW Department) � 9B09a00 S0ecs_�C99_DO.aoc �� I �a � '� �ALES �� AND ��' � �' - - BOND � �� I N Whi1e Shipe I/2�� From All The Way Around Tri {Red 8ockp�and Wil� TAX FUNDS � � �� (&ue Bockpround With Mlhite Letims) i� ,� �O � .!� "d' . � � --��- � •�, j � -'� - � ITY F� �� I -5�� 4 (White eockaw�e w��n Olue Leitc�s) 0F FORT W0RTH 84 �r> � � M I s +F� PUBLI C �.� WORKS t� �- w i (B�,s Bockpand Wilh WhNe Le11ae) CONTRACTOR '{ + PHONE NUMBER-- -�' - � �� Type �A' DETAiLS OF PROJECT DESIGNATION SIGN CITY OF FORT WORTH, TEXAS Drown By�C.FS. Oate�10•18-68 PREPAREO BY�PUBLIC WORKS [�PARTA�NT FILE•C-2487 c VENDOR COMPLIANCE TO STATE LAW The 1985 Session of the Texas Legisiature passed House Bill 620 relative to the award of contracts to non-resident bidders. The law that, in order to be awarded a contract as low bidder, non-resident bidders {out-of-state contractors whose corporate offices or principal place of business are outside of the state of Texas) bid projects for construction, improvements, suppfies or services in Texas at an mount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a non-resident bidder in order to obtain a comparable contract in the state in which the non-residenYs principle place of business is located. The appropriate blanks in Section A must be filled out by all out-of-state or non-resident bidders in order for your bid to meet specifications. The failure of out-of-state or non-resident contractors to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Non-resident vendors in (give state), our principal place of business, are required to be percent lower than resident bidders by state law. A copy of the statute is attached. Non resident vendors in (give state), or principal place of business, are not required to underbid resident bidders. B. Our principal place of business or corporate offices are in the State of Texas. ❑ BIDDER: . . BY� Company Signature: (please print) Title: _ City State Zip (please print) THIS FORM MUST BE RETURNED WITH YOUR QUOTATION 9809a00 Specs_1099_DO.Coc � 7� �� . . • CERTIFICATE OF INSURANCE TO: CITY OF FORT WORTH Datc_ NAME OF PROJECT: PROJECT NUMBER: IS TO CERT[FY THAT : is, at the date of this certificate, Insured by this Company with respect ro the business operations hereir the type of insurance and accordance wrth provisions of thc standard policies used by this Company, ai hercinafter dcscribcd. Exccptions to standard policy noted on reverse side hereof. TYPE OF INSURANCE Policy Effective ' Expires ' Limi� Worker's Compensation Comprehensive General Liability [nsurance (Public Liability) Blasting Collapse of Building or structures adjacent to excavations Damage to Under�,nound Utilities Builder's Risk Comprehensive Automobilc Liability Contractual Liability Oth er Locations covcred: Description of operations covered: The above policics cithcr in the body thereof or by appropriate endorsement providcd that they may not be changed or canceled by the insurer in less than five (5) days after the insured has received written notice of such change/or cancellation. Where applicable local laws or regulations require more than five (5) days actual notice of change or cancellation to be asstrrcd, the abovc policies contain such special requircments, either in the body thereof or by appropriate endorsement thereto attached. Bodily Inj� Ea. Occurr Property D Ea. Occurr Ea. Occurr Ea. Occurr Ea. Occum [3odily Inj� Ea. Person Ea. Occum Property D Ea. Occum Bodily Inj� Ea. Occurr Property D Ea. Occutr� Aeencv Fort Worth Aeent Address By Title CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSAT[ON LAW Pui•suant to V.T.C.A Labor Code Section 406.096, Contractor certifies that it provides workers' compensation insurance coverage for all its employees employed on city of Fort Worth Project Number PS58- 070580174550. PW53-06Q5�0175410, C115-020115040543 MCCLE1�nQ� ('ONSTRUCTION CCDMPA]W�"�ING. qNT C'T(jR B : J'1/1f � � DR�+I A�CLEP�DO�, PRf�IDENT Title �C1. .>.1��! _ l � � � �' �� Date STATE OF TEXAS � COUNTY OF TARRANT � E3EFORE ME, the undersigned authority, on this day personally appeared �'d� n/ Gl C��d.- )(L�d ��.� known to me be the person whose name is subscribed to, the foregoing ir�strument, and acknowledged to me that he executed the same as the act and deed of �� " {� �'�. �� ' f' j r!��" 4t 1 �. L¢� '� _s�it l'r for the purpose and consideration therein expressed and in the capacity therein stated. �1-j , GIVEN LTNDER MY HAND AND SEAL OF OFFICE this I 7 ��r day of ��l::l'�� fl�, . 20 �'U �. �r �� fl t . r..J `,�, � � l�,� Notary Publi�in a�Id for the State of'fexas B0ND N0. 89800891 PERFORMANCE BOND THE STATE OF TEXAS � COUNTY OF TARRANT § KNOW ALL MEN BY THESE PRESENTS: That we (1) MCCLENDON CONSTRUCTION COMPANY, INC. a (2) CORPORATION of TEXAS, hereinafter call Principal, and (3) VIGILANT INSURANCE C0MPANY &* a corporation organized and existing under the laws of the State and fully authorized to transact business in the State of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and existing under the laws of the State of Texas, hereinafter called Owner, in the penal sum of: TWO MILLION ONE HUNDRED FORTY FOUR THOUSAND NINE HUNDRED FOURTEEN AND 22/100 .................................................................................................................................... ($2.144.914.221 Dollars in lawful money of ihe United States, to be paid in Fort Worth, Tanant County, Texas, for the payment of which sum well and huly be made, we hereby bind ourselves, our heirs, executors, adnunistrators and successors, jointly and severally, firmly by these presents. * FEDER.AL INSURANCE C0MPANY THE CONDITION OF THIS of: OBLIGATION is such that Whereas, ihe Principal entered into a certain contract with the City of Port Worth, the Owner, dated the of a copy of which is hereto attached and made a part hereof, for the construction of: FEB 2 9 2000 RECONSTRUCTION OF ME �►DOVVBROOK DRIVE (HANDLEY DRIVE TO SANDY LANE) designated as Project No. (s) PS58-070580174550, PW53-060530175410, CI15-020115040543, a copy of which contract is hereby attached, referred to, and made a part hereof as fully and to the same extent as if copied at lengdi herein, such project and construction being hereinafter referred to as the "work". NOW THEREFORE, if the Principal shall well, truly, and faithiully perform the work in accordance with the plans, specifications, and contract docwnents during the original ternl thereof, and any extensions thereof which n�ay be granted by the Owner, with or without notice to the Siuety, and if he shall satisfy all claims and demands incurred under such contract, and shall fully indemnify and save harniless the Owner from all costs and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the Owner all outlay and expense which the Owner may incur in making good any default, then this obligation shall be void; otherwise to remain in full force and effect. rt PROVIDED FURTHER, that if any legal action filed upon this bond, venue sllall lie in Tarrant County, State of Texas. AND PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shall in any wise affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the specifications. IN WITNESS WHEREOF, this instrument is executed in 8 counterparts each one of which shall be deemed an original, this the ATTEST: of FEs 2 9 z000 IyIC�J,EIYD�N CONSTRUCTION COMPANY, INC. / (Principal) Secretary PRIN AL BY': ,/ Title: ��, �'��ID�NT (SEAL) �,�:� �c-L '�: '.L1�� C � :; Witnes s tmPrincipal ��.�'�� Address , TX 7$097 ATTEST: (Surety) Secretary (SCAL) �`�, � 1` �\ '�'0 �'� -�A-� L�"�.'��:C"_�� W' ess as to Sur'e�y P.O. Box 8700. �ort Worth. TX 76124 (Address) PO BOX 996 BURLESON. TX 76097 (Address) VIGILANT INSURANCE C0MPANY FF,pERAL Surety INSURANCE C0MPANY BY: ��Ya .� . � (Attorney-in-fact) (5) Tamara E. Murray (Address) NOTE: Date of Bond must not be prior to date of Contract (1) Correct Name of Contractor (2) A Corporation, a Partnership or an Individual, as case may be (3) Correct name of Surety (4) If contractor is Parmership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact.. - �'2 IlVIPORTANT NOTICE To obtain information or make a complaint: You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance at: P.O. Box 149104 Austin, Texas 78714-9104 Fax # (512) 475-1771 PREMNM OR CLAIM DISPUTES Should you have a dispute concerning your premium or about a claim, you should contact the agent or the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR BOND This notice is for information only and does not become a part or condition of the attached document. B0ND N0. 89800891 PAYMENT ROND THE STATE OF TEXAS � COUNTY OFTARRANT � KNOW ALL MEN BY THESE PRESENTS: That we (1) IYICCLENDON COJVSTRUCTION COMPANY, INC, a (2) Corporation of Texas, hereinafter call Principal, and (3) VIGILANT INSi.JRANC;CE C0MPANY �a corporation organized and existing under the laws of the State and fully authorized to transact business in the State of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and existing under the laws of the State of Texas, hereinafter called Owner, and unto all person, firms, and cocporations who may furnish materials, for or perform labor upon the building or improvements hereinafter referred to in the penal sum of : * & FEDER.AL INSURANCE C0MPANY ._ . IJSAND NINE HiJNDREn FniTRTEEN AN�? TWO MILLION. QNE n��iv,i�rcE� FORTY FOUR THQ. .._ 22/100 .................................................................................................................................... $( 2,144,914.221 Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of wrhich sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators and successors, jointly and severally, fumly to these presents. THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner, dated the _��ypf �UD.�.D. , 20Q0, a copy of which is hereto attached and made a part thereof, for the construction of:: —�� RECONSTRUS'7'JON OF MEADOWBROOK DRIVE (HANDLEY DRIVE TO SANDY LANEI Project No. (s) PS58-070580174550, PW53-0h053Q175410, C115-02011,5n40SQ,3 a copy of which is hereto attached, referred to and made a part hereof as fully and ro the same extent as if copied at length herein, such project and construction being hereinafrer referred to as the "work". NOW THEREFORE, the condition of this obligation is such that, if the Principal shall promptly make payment to all claimants as defined in ?�ie�e-�1{�9*Revised Civil Statutes of Texas, suppiy'rng labor and materials in the prosecution of the work provided for in said Contract, then this obligation shall be null and void, otherwise it shall remain in full force and effect. * Chapter 2253 F10 THE BOND IS MADE AND ENTERED into solely for the protection of all claimants supplying labor and material in the prosecution of the work provided for in said Contract, as claimants are defined in said�ie�e 5-149* and all such claimants shall have a direct right of action under the bond as provided in-�a�isle S1�iA�of the Revised Civil Statutes. *Chapter 2253 PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in Tarrant County, State of Texas, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration of addition to the temis of the contract or to the work to be performed thereunder or the specification s accompanying the same shall in any wise affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work to ihe specificarions. PROVIDED FURTHER, that no final settlement between the Owner and the Contractor shall abridge the right of any beneficiary hereunder whose claim may be unsatisfied. IN WITNESS WHEREOF, this instrument is executed in � counterparts each one of which shall be deemed an original, this the day of A.D., 2000. FEB 2 g 2000 MCC i3f} CONSTRUCTION COMPANY INC. ATTEST: PRIN�I� 4 BY: �/,A{ � Title: Q� �'�END��O, PRfbIDLNT (Principal) Secretary PO BOX 996 BURLESON, TX 76097 (SEAL) (Address) �/ ��"� VIGILANT INSURANCE COMPANY I�'��C �'.r__,' ��': �_ �G'7,� �.' FEDERAL INSUR.ANCE COMPANY Wimess a�to Rrincipal '-� urety t,� I/ �/JI,', P.U. �X '90� BY: �(,+G��` �"��,{I � l (l 1' l�t/�� I�?I �S.Y+,�Ap `T�l( T$(p�' (Attorney-in-fact) (�� Address Tamara E. Murray ATTEST: (Address) (Surety) Secretary 15 Mountain View Road Warren. NJ 07061 (Address) (SEAL) NOTE: Date of Bond must not be prior to date of contract (1) Correct Name of Coniractor (2) A Corporation, a Partnership or an Individual, as case may be (3) Correct name of Surety (4) If con�actor is Partnership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact.. W ih�ess as to Surety (Address) B0hTD N0. 89800891 MAINTENANCE BOND THE STATE OF 'TEXAS � COUNTY OF TARRANT � KNOW ALL MEN BY THESE PRESEN7'S: That (1) MCCLENDON CONSTRUCTION COMPANY, II�iC. as Principal, acting herein by and ihrough (2) Dan McClendon its duly authorized President and (3)VIGILANT INSURANCR f'�MPANY &* a corporation organized under ihe laws of the State of }��L�, as surety, do hereby acirnowledge themselves to be held and bound to pay unto the City of Fort Worth, A Municipal Corporation, chartered by virtue of Constitution and laws of the State of Texas, at Fort Worth, in Tarrant County, Texas the sum of *FEDERAL INSURANCE C0MPANY TWO MILLION ONE HUNDRED FORTY FOUR THOUSAND NINE HUNDRED FOURTEEN AND 22/100 .................................................................................................................................... (�2,144,914.221 in lawful money of the United States, for the payment of which sum well and truly be made unto said City of Fort Worth and its successors, said Contractor and surety do hereby bind themselves, their heirs, executors, administrators, assigns and successors, jointly an� severally. This obligation is conditioned, however; that, �EB292000 WHEREAS, the Principal has entered into a certain contract with the City of Fort Wor[h, the performance of the following described public work and the cons�uction of the following described public improvements: RECONSTRUCTION OF MEADOWBROOK DRIVE (HANDLEY DRIVE TO SANDY LANE) of same being referred to herein and in said contract as the Work and being designated as project PS58- 070580174550, PW53-060530175410, C115-020115040543 and said contract, including all of the specifications, conditions and �vritten instruments refened to therein as contract documents being hereby incorporated herein by reference for all purposes and made a part hereof, the same as if set out verbatim herein; and , WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work that it will remain in good repair and condition for and during the period One (1) Year after the date of the final acceptance of the work by the City; and WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term of One (1) Year; and, WHEREAS, said Contractor binds itself to repair or reconstruct the work in whole or in part at any time within said period, if in the opuuon of the Director of the Water Department of the City of Fort Worth, it be necessary; and, WHEREAS, said Contractor binds itself, upon receiving notice of the need therefor to repair or reconstruct said work as herein provided. NOW THEREFORE, if said Contractor shall keep and perform its said agreement to maintain, repair or reconsiruct said work in accordance with all the terms and conditions of said Contract, these presents shall be null and void, and have no force or effect. Othenvise this Bond shall be and remain in full force and effect, and said City shall have and recover from the said Contractor and its surety damages in the premises prescribed by said Contract. This obligation shall be conrinuing one and successive recoveries may be had hereon for successive breaches unril the full amount hereof is exhausted. WHEREAS, all parties covenant and agree that if any legal acrion be filed upon this bond, venue shall lie in Tarrant County, Texas; and, IN WITNESS WHEREOF, this instrument is executed in 8 counterparts, each one of which shall be deemed an original, dated B 2 9 2000 ATTEST: (Principal) Secretary (Seal) PRINCIPAL (4 Title: �� GtEHDOW, PRE�IUENT /` _� . i/��1.-��i. } , Witnes�s� tc�Principal �y �« ��, �� . 1�( 7g0�7 (Address) ATTEST: (Surety) Secretary (SEAL) � (� `_ C1 N1. k'"�. 9. �D ,�. '� l��,�1 �1;� .J�.� V � ess as to Surety P.0. Box 8700, Fort Worth, �,X 76124 PO BOX �96 BURLESON, TX 76097 (Address) VIGILANT INSURANCE C0MPANY FEDERAL� INSURANCE C0MPANY �u�ety , BY: r�,�Y�7c�:� `�' Y��utu,��' (Attorney-in-fact) (5) ( � Tamara_ E. Murr2� _ (,Address) � NOTE: Date of Bond must not be prior to date of Contract (1) �2) (3) (4) (5) Correct Name of Contractor A Corporation, a parmership or an Individual, as case may be Correct name of Surety If Contractor is Parmership all Partners should execute Bond A true copy of Power of Attomey shall be attached to Bond by Attorney-in-Fact. F6 � Chubb POWER Federal Insurance Company Attn.: Surety Department OF Vigilant Insurance Company 15 Mountain View Road Surety ATTORNEY Pacific Indemnity Company Wa�ren, NJ 07059 Know Ail by These Presenfs, That FEDERAL INSURANCE COMPANY, an Indiana corporatiai, VIGILANT INSURANCE COMPANY, a New Yorfc corporation, and PACIFlC WDEMNfTY COMPAHY, a Wisconsin corporation, do each hereby constitute and appoint xyie W. Sweeney, Charles D. Sweeney, Bobby E. Mayo and Tamara E. Murray of Fort Worth, Texas--------- each as their true and lawful Attomey-in-Fact to execute under such designation in their names and to affa their corporate seals to and deliver for and on their behalf as surety thereon or othervvise, bonds and undertaldngs and ather writings obiigatory in the nature thereot (other than bail bonds) given or executed In the course of business, and any insiruments amending or aftering the same, and consents to the modification or atteration of any instrument referred to in said bonds or obligations. In Witness Whereof, said FEDERAL 1NSURANCE COMPANY, ViGIL/W� INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY have each executed and attested these presents and attaed their corporate seals on this 15 th �,day o f Novet� r, 19 99 ,� l _� .. =.� "` �� ` �'� � ,� nneth C. Wend�l, Assistar�f Secrelary� �� 'ra �. Robe son, Vic`e Pr ' nt sTar� aF c��u�r a€�s�v � � cCc�uervty ai s�mer� } �. On this 15 ttlday of Novemb e r, 19 9 9 , before me, a Notary Public of New Jersey, personaly came Kenneth C. Wendet, to me known to be AssistaM Secretary ot FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY, the companies which executed the foregoing Power o( Aflomey, and lhe said Kenneth C. Wendel being by me duly swnm, did depose and say lhat he is Assistant Secreiary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY and Imows the corporate seals thereof, that the seals affaed to the foregoing Powe� of Aftomey ere such corporate seals and were therelo affaed by authority of the By-Laws o( said Companies; and that he signed said Pawer o( Attomey as Assistant Secretary of said Companies by like authotily; and ihaf he is acquainted with Frank E. RobeAson, and Imows him to be Vice President of said Companies; and that the signature of Frank E. Robertson, subscribed lo said Pov�er of Attomey is in the genuine handwriting of Frank E. Roberfson, and was Iherelo subscribed by eulhority of said By-Laws and in deponenfs presence. Nolar�al Seal � UM . 0"IAb�Y 1 J4A1�ki�� K, RU55�.K �'"� FutrfYc� �4^�K` '' tiew dawey I�� . L1L ' �� taa G: i4�+76 r„3 // h1Wsry Puhlic l��t 4?GI�+�+�'�on E7c4tra' June f7. 2'L`'� I�• C� F�CATION Extract from the By-Laws of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY: 'Atl powers of attomey for and on behalf of the Company may and shall be executed in the name and on behalf of the Company, either by the Chairman or ihe President or a Vice President or an Assistant Vice President, jointly with the Secretary or an Assistant Secretary, under their respective designations. The signature of such officers may be engraved, printed or lithographed. The signature of each of the following officers: Chairman, President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary and the seal of the Company may be affixed by facsimile to any power of attomey or to any certificate relating thereto appointing Assistant Secretaries or Attomeys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power oi attomey or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so ezecuted and certified by such facsimile signature and facsimile sea! shall be valid and binding upon the Company with respect to any bond or undertaking to which d is attached." I, Kenneth C. Wendel, Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY (the'Companies') do hereby certify that (i) the foregoing extract of the By-Laws of the Companies is true and correct, (ii) the Companies are duy licerr.�ed and auutlioriaed to traruact su�ety business in all 50 of the United States of America and the Disfid of Columbia and are auttwr¢ed by the U. S. Treasury Departrnerrt; /urthe�, Federal and Vgilarrt are ficensed in Puerto Rica and the U. S. Virgin Istands, and Fecieral is licer�ed in Arnerican Samoa, Guam, and each of the Prwinces of Cariada except Prince Edvrard IsFand; and (iii) the foregoing Power of Attomey is true, correct and in full force and effect. Given under my hand and seals of said Companies at Warren, NJ this day of . ��'t}FiA1+iFe� � � 'a`r�µk�� `,�r��JR+i/V,C�e�n "� ,+ � '� w� � ' _#�, j> w � * � �, �` � jY �+OlA1�'� , '�tStt1FM5��' +y�:•�,. �rt �W YdR Kenneth C. Wendel, Assistant Secretary IN THE EVENT YOU WISH TO NOTIFY US OF A CLAIM, VERIFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF ANY OTHER MATTER, PLEASE CONTACT US AT ADDRESS LISTED ABOVE, OR BY Telephone (908) 903-3485 Fax (908) 903-3656 e-mail: surety�chubb.com 1S10-O225(Ed.4-99) GONSENT CITY OF FORT WORTH, TEXAS CONTRACT THE STATE OF TEXAS KNOW ALL MEN BY THESE PRESENTS COUNTY OF TARRANT FEB 2 9 2000 This agreement made and entered into this the _day or A.D., 19_, by and between the CITY OF FORT WORTH, a municipal corporation of Tarrant County, Texas, organized and existing under and by virtue of a special charter adopted by the qualified voters within said City on the 11''' day of December, A.D. 1924, under the authority (vested in said voters by the "Home Rule" provision) of the Constitution of Texas, and in accordance with a resolution duly passed at a regular meeting of the City Council of said city , and the City of Fort Worth being hereinafter termed Owner, MCCLENDON CONSTRUCTION COMPANY, INC., HEREINAFTER CALLED Contractor. WITNESSETH: That said parties have agreed as follows: That for and in consideration of the payments and agreements hereinafter mentioned to be made and performed by the Owner, and under the conditions expressed in the bond bearing even date herewith, the said Contractor hereby agrees with the said Owner to commence and complete the construction of certain improvements described as follows: RECONSTRUCTION OF MEADOWBROOK DRIVE (HANDLEY DRIVE TO SANDY LAI�iE) 2. That the work herein contemplated shall consist of fumishing as an indenendent contractor all labor, tools, appliances and materials necessary for the construction and completion of said project in accordance with the Plans and Specifications and Contract Documents prepared by the Department of Engineering for the Transportation and Public Works Department of the City of Fort Worth adopted by the City Council of the City of Fort Worth, which Plans and Specifications and Contract Documents are hereto attached and made a part of this contract the same as if written herein. 3. The Contractor hereby a�nees and binds himself to commence the construction of said work within ten (10) days after being notified in writing to do so by the Department of Engineering of the City of Fort Worth. � ,„ ;, �i .01 _ �. � �` L��: �� '•'�;�JU�U .� .�77'�i� c��'':�r��jY ,: �. }�'�;��i; ��r l�?�o 4 The Contractor hereby agrees to prosecute said work with reasonable diligence after the commencement thereof and to fully complete and finish the same ready for the inspection and approval of the Department of Engineering of the City of Fort Worth and the City Council of the City of Fort Worth within a period of TWO HUNDRED FIFTY (2501 working days. If the Contractor should fail to complete the work as set forth in the Plans and Specifications and C'ontract Documents within the time so stipulated, plus any additional time allowed as provided in the General Conditions, there shall be deducted from any monies due or which may thereafter become due him, the sum of SIX HiTNDRED THIRTY DOLLARS ($630.001 Per working day, not as a penalty but as liquidated damages, the Contractor and his Surety shall be liable to the Owner for such deficiency. G� Should the Contractor fail to begin the work herein provided for within the time herein fixed or to carry on and complete the same according to the true meaning of the intent and terms of said Plans, Specifications and Contract Documents, then the Owner shall have the right to either demand the surety to take over the work and complete same in accordance with the Contract Documents or to take charge of and complete the work in such a manner as it may deem proper, and if in the completion thereof, the cost to the said City shall exceed the contract price or prices set forth in the said plans and specifications made a part hereof, the Contractor and/or its Surety shall pay said City on demand in writing, setting forth and specifying an itemized statement of the total cost thereof, said excess cost. 6 Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its ofticers, servants and employees, fi�om and against any and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, ivliether or not any sucli injurv, dama,�e or deatli is caused, in whole or in part, bv the ne�liQence or alle�ed ne,�li,�ence of Owner, its officers, serva�:ts, or ejnplovees. Contractor likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and employees and any damage, loss or destruction to property of the Owner arising from the performance of any of the terms and conditions of this Contract, wlcetlier or not any such iniury or dajna�e is caused in wl:ole or iii part bv die �ze�li,�esice or alleged iteQli�ence of Owner, its ofFcers, servants or employees.. In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, �nal payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/ar a release from the claimant involved, or (b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. -: ir � � � ��,� ��"� ��r��' ��`=�a�� -- �, ��'��, ��a. The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a Czty Contract. 7. The Contractor agrees, on the execution of this Contract, and before beginning work, to make, execute and deliver to said City of Fort Worth good and sufficient surety bonds for the faithful perfornlance of the terms and stipulations of the Contract and for the payment to all claimants for laUor and/or materials furnished in the prosecution of the work, such bonds being as provided and required in Article 5160 of the Revised Civil Statutes of Texas, as amended, in the form included in the Contract Documents, and such bonds shall be for 100 percent of the total contract price, and said surety shall be a surety company duly and legally authorized to do business in the State of Texas, and acceptable to the City Council of the City of Fort Worth. Said City agrees and binds itself to pay, and the said Contractor agrees to receive, for all of the aforesaid work, and for all additions thereto or deductions therefrom, the price shown on the Proposal submitted by the successful bidder hereto attached and made a part hereof. Payment w�ll Ue made in monthly installments upon actual work completed by contractor and accepted by the Owner and receipt of invoice from the Contractor. The agreed upon total contract amount (including/excluding) alternates N/A, shall be TWO MILLION ONE HUNDRED FORTY FOiJR NINE HL'NDRED FOURTEEN AND 22/100 ................................................... UOLLARS (�2,144.91�.22) 9. It is further agreed that the performance of this Contract, either in whole or in part, shall not be sublet or assigned to anyone else by said Contractor without the written consent of the Director of the Department of Engineering. 10. The Contractor agrees to pay at least the minimum wage per hour for all labor as the same is classified, promulgated and set out by the City of Fort Worth, Texas, a copy of which is attached hereto and made a part hereof the same as if it were copied verbatim herein. It is mutually agreed and understood that this agreement is made and entered into by the parties hereto with references to the existing Charter and Ordinances of the City of Fort Worth and the laws ofi the State of Texas with references to and governing all matters affecting this Contract, and the Contractor agrees to fully comply with all the provisions of the same. IN WITNESS "I�HEREOF, the City of Fort Worth has caused this instrument to be signed in 8 counterparts in its name and on its behalf by the City Manager and attested by its Secretary, with the corporate seal of the City of Fort Worth attached. The Contractor has executed this i�lstrument through its duly authorized officers in $ counterparts with its corporate seal attached. FEB 2 9 Z000 Done in Fort Worth, Texas, this the day of , A.D., 19 , �. R r, �4 ��14 ��:� f.,�\:. V R�G' '� ��' ��`�� , �� , �t�� _,...=._ J�� ! �. RECOMMENDED: .y�.�_1(, ! �� db� r � �r+� � � DIRECTOR, DEPARTMENT OF ENGINEERING t�P�'�t��v .�.� �� ;� � 1 ./ - TRANSPORTATION/PUBLIC WORKS UIRECTOR M�LENDON C�NaT. C0. tMt. C'ONTRACTOR 13��: -� _...x , _ � ._ DAN McG�LEFt�O�f, RF�bIDENT "I'ITLE 6'.�. �X 9�f BI�I�ON, TX 7+909� ADDRESS November 1960 Revised May 1986 Revised September 1992 t �ITY OF F{7IZT (�RT� '4.t � . - � ��'�,��,'..�� CITY MANAGER ATTEST: ; d��t_� ,PCr.�_- !crTY �a�c��A�� 3= �'� �C�G� �s � .� �.� APPROVED AS TO FORM AND LEGALITY: A�SIST�'ITY ATTQRI�EY l�` �/1T11� Contract Ruthorization vC. � � "' � �.1 Date U�G�� '��'�� ' �� 'r ��,� �� '� ��'�; r �r ``� . -24- SOIL TEST 9809a00_Specs_t099_DO.doc CITY OE FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: 1998 CAPITAL IMPOROVEMENT PROGRAM MEADOWBROOK DRIVE (SANDY LN. TO HANDLEY DR.) DOE NO.: 1952 FUND CODE: 03 �_��a==��-�__��_-====r_,��-��e��-��,�-�_ I _�_�w_��-_��-______ HOLE # 1 LAB NO.: 37104 I LOCATION: 6200 MEADOWBROOK DR. S/4 I --------------------------------------------------------------------------I 2. 2 5"' I-�.AC I 6.00" BROWNISH GRAY SANDY CLAY W/CRUSHED STONE I --------------------------------------------------------------------------► ATTERBURG LIMITS: LL: 25.9 PL: 16.8 PI: 9.1 SHRKG: 6.0$ I MUNSEL COLOR CHA.RT: 6/4 LIGHT YELLOWISH BROSn�J SANDY CLAY I _�r.��__�_��_...,�_�_:,...�_,��..,..,.._��,,.�.�.��.._�__„_^__�.�_______.v�____.,. � HOLE � 2 LAB NO.: 37105 I �;ATION: 6808 MEADOWBROOK DR. CL I --------------------------------------------------------------------------� 3.00" I-IIKAC ( 6.00"' BROWNISH GRAY SATIDY CLAY W/CRUSHED STONE f --------------------------------------------------------------------------� ATTERBURG LIMITS: LL: 23_4 PL: 15.9 PI: 7.5 SHRKG: 5.0� I MUNSEL COLOR CHART: 5/3 BROWN SAND � z�� _�,==_=-=__===��m�==-�______,�-,_��.-.�_��_��,��_��.� � HOLE � 3 LAB NO.: 37106 I LOCATION: 6905 MEADOWBROOK DR. N/4 ( --------------------------------------------------------------------------� 2.00"' HMAC � 12.00" BROWN SANDY CLAY W/CRUSHED STONE � --------------------------------------------------------------------------I RTTER.BURG LIMITS: LL: 24.3 PL: 19.9 PI: 4.4 SHRKG: 0.0� I MUNSEL COLOR CHART: 7/3 VERY PALE BROWN SAND � __________________________________________________________________________1 HOLE # 4 LAB NO.: 37107 � LOCATION: 7004 MEADOWBROOK DR. CL � --------------------------------------------------------------------------I 2. 2 S"' I-IlKAC � 11.00" BROWN SANDY CLAY W/CRUSHED STONE � -�=a��..��a�s,===��_a��$a�==��__��.��aa�n.��:�_»_�,�,.��..,��,�s � � 1 �� 1952 PAGE_2_ _�---�� _____________________:....--- -..__________-------_____________=====1 HOLE � S LAB NO.: 37108 J LOCATION: 71I2 MEADOWi3ROOK DR. S/4 I --------------------------------------------------------------------------i S. S 0" i-D�1AC I 6.00" CRUSHED STGNE I 8.00" BROWN CLAY i ------------------------- -------------------------------------------------� ATTER.BURG LIMITS: LL: 38.3 PL: 18.5 PI: 19.9 SHRKG: 12.�$ I MUNSEL COLOR CHART: 7/4 VERY PALE BROWN CLAY I _________________________________ ----------------------------_____=====1 ------------------------------- HOLE � 6 LAB NO.: 37109 I LOCATION: 7200 MEADOWBRaOK DR. CL I --------------------------------------------------------------------------� 3.00p HMAC I 11.OA" CRUSHED STONE (NO SAMPLE DUE TO CRUSHED STONE) I � . �: ��___= ___� ----------------------� HOLE # 7 LAB NO.: 37110 I LOCATION: ?309 MEADOWBROOK DR. N/4 I --------------------------------------------------------------------------� 3. 2 5"' F�IIKAC � 6.00" BROWN CLAY W/CRUSHED STONE � �� ' '.00" BROGJf1 CLAY � �`�-------------------------------------------------------------------------� ATTERBURG LIMITS: LL: 36.? PL: 23.0 PI: 13.7 SHRKG: �0.0$ I MUNSEL COLOR CHART: 4/6 DARK YELLOWISH BROWN CLAY � ��'��=�=r= . . . . .. , . .. -. .. .:..""'__��='+3��==�_��: �I'G:�N�. iIIIFI i:'I �� - �. . ., . .�. , _ . ,,.a.-.��:::�::.... ..,..., .. , I r1 rs �'�i � Y Iri.LJ • R�:�JERI DATE TESTED: 07-27-98 DATE REPORTED: 08-03-98 TESTED BY: CAR.DWELL,PATTERSON, DESAI ROUTING JOSEPH GAGLIAR.DI NAJI B FARES FILE