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HomeMy WebLinkAboutContract 31655 AA'1EllrD1%TEN T NO. I STATE OF TEXAS § CITY SECRETARY CONTRACT NO. (No M&C Needed) COUNTY OF TARRANT § WHEREAS, the City of Fort Worth (City) and DeOtte, Inc. (Engineer) made and entered into City Secretary Contract No. 29473 (the Contract) which was authorized by the City Council by M&C C-19931 on the 13th day of January, 2004; and WHEREAS, the Contract involves engineering services for the following project: Engineering Contract for Water and Sanitary Sewer Replacement Design Contract 2003 WSM-G WHEREAS, it has become necessary to execute Amendment No. 1 to said Contract to include an increased scope of work and revised maximum fee; NOW THEREFORE, City and Engineer, acting herein by and through their duly authorized representatives, enter into the following agreement, which amends the Contract: 1. Article I of the Contract is amended to include the additional engineering services specified in a proposal letter dated March 26, 2005, a copy of which is attached hereto and incorporated herein. The cost to City for the additional services to be performed by Engineer total $19,955.00 2. Article II of the Contract is amended to provide for an increase in the maximum fee to be paid to Engineer for all work and services performed under the Contract, as amended, so that the total fee paid by the City for all work and services shall not exceed the sum of$115,770.00 3. All other provisions of the contract, which are not expressly amended herein, shall remain in full force and effect. 04-06-05P02 :43 RCVU EXECUTED on this the F�k day of I , 20045 in Fort Worth, Tarrant County, Texas. APPROVAL RECOMMENDED: APPROVED: � C1 A ouglas Rademaker, P.E. LNlarc Ott Director, Department of Assistant City Manager Engineering DeOtte, Inc. ENGINEER ATTEST: w SA-�� Marty Hendrix,bty Secretary '�L M'rl' By: Nam : aE. DeOtte P.E. R.P.L.S. NO M&C REQUIRED Vice-President APPROVED AS TO FORM AND LEGALITY: r ary e' erger Ass' t City Attorney DeOttes Ince March 25, 2005 Mr. Gopal Sahu, P.E. Project Manager Engineering Department City of Fort Worth 1000 Throckmorton Fort Worth, Texas 76102 Ref: Amendment Request No. 1 Water and Sanitary Sewer Replacement Contract 2003 WSM-G Dickson Street (I-35 Service Rd. to Evans Ave) LaMont Street (I-35 Service Rd. to New York Ave) and the 2004 CIP project Minden Street(I-35 Service Rd. to Cole Street) Mr. Sahu, This letter is to serve as a request for an amendment to the contract on the referenced project. The following items are identified as additions to the scope of work: 1. Additional Fee for 400 feet of water line from Lamont Street to Eiddison Street via New York Avenue. a. Design Fee 1 additional Plan sheet 400 feet x $2.30/ft = $ 2,300 Additional construction cost $23,705.00 b. Survey = $ 1,400 c. 10% sub-consultant fee = $ 140 Sub-Total =$ 3,840 2. 400 additional feet of sanitary sewer line in Dickson Street a. Design Fee for additional plan and profile 400 feet x $2.30/ft = $ 2,300 Additional construction cost $32,026.50 b. Survey = $ 1,400 c. 10% sub-consultant fee = $ 140 Sub-Total = $ 3,840 3. Easements and ROE fax(817)590-8600 2553 East Loop 820 North•Fort Worth,Texas 76118 (817)589-0000 a. 19 Permanent Easements = $ 6,650 b. 19 Temp Construction Easements = $ 3,800 c. ROE exhibit preparation/dissemination = $ 780 d. 10% sub-consultant fee = $ 1,045 Sub-Total = $ 12,275 Total additional fee = $ 19,955.00 Sincerely, Otte,, Inc. I . James . DeOtte, P.E., R.P.L.S. ENGINEER'S ESTIMATE WATER IMPROVEMENTS PROJECT DESCRIPTION: Brentmoor Addition Rehab Lamont Street to Biddison Street X CONCEPTUAL DATE: 3/26/2005 ❑ PRELIMINARY PROJECT#: 200311500 ❑ FINAL OWNER: City of Fort Worth No. DESCRIPTION UNITS (QTY. UNIT COST COST 1 8"Watelrine(including rem/abb. ex.) LF 400 $24.00 $9,600.00 2 6"Waterline complete and in place LF 25 $23.00 $575.00 3 8"Gate Valve and Box EA 2 $500.00 $1,000.00 4 6"Gate Valve and Box EA 1 $375.00 $375.00 5 Cast iron fittings TN 0.3 $2,500.00 $750.00 6 Standard fire hydrant(3'6" bury) EA 1 $1,200.00 $1,200.00 7 Barrel extension for h Brant 3'6" bury) VF 2 $275.00 $550.00 8 Remove and alva a ex. Hydrant EA $150.00 9 1"water service replacement copper LF 75 $15.00 $1,125.00 10 1"Service tap to main EA 3 $225.00 $675.00 11 1"domestic meter replacement EA $100.00 12 1" domestic meter relocated EA $100.00 13 Class A meter box replcement EA $100.00 14 Class A meter box relocated EA $100.00 15 3/4"domestic type K copper service LF $10.00 16 2"service tap to main EA $600.00 17 2"water service replacement/relocate EA $400.00 18 Class B meter box replacement EA $200.00 19 2" domestic Type K copper service LF $20.00 20 Permanent HMAC pvmt. rep. (fig A, cas LF 420 $12.00 $5,040.00 21 Trench safety system > 5' depth) LF $1.00 22 Concrete encasement LF 20 $30.00 $600.00 23 Finish and la 2"pipe and fittings (temp) LS $2,000.00 24 Class E 1500# concrete for misc. CY 1 $10.00 $10.00 25 Class B(2500#)concrete for misc. CY 1 $10.00 $10.00 26 Crushed limestone as directed by eng. CY 1 $20.00 $20.00 27 Ballast stone as directed by engineer CY 1 $20.00 $20.00 28 29 30 31 32 33 34 35 PREPARED BY: Sub-Total Const. Cost $21,550.00 REVIEWED &APPROVED: Contingency 10% $2,155.00 TOTAL ESTIMATED COST $23,705.00 Pro � Exhibit B-3B "�� , �� r� y 1 ENGINEER'S ESTIMATE SEWER IMPROVEMENTS PROJECT DESCRIPTION: Brentmoor Addition Rehab Dickson Street extension to M-83 X CONCEPTUAL DATE: 3/26/2005 ❑ PRELIMINARY PROJECT#: 200311500 ❑ FINAL OWNER: City of Fort Worth No. DESCRIPTION UNITS QTY. UNIT COST COST 1 8"SDR-35 PVC sewer pipe all depths LF 400 $28.00 $11,200.00 2 8" D.I. Sewer pipe all depths LF 40 $40.00 $1,600.00 3 Tele. insp. of old SS lines (pre-con) LF 400 $1.00 $400.00 4 Tele. insp. of new SS lines (post-con) LF 495 $1.00 $495.00 5 Trench Safety System (>5' depth) LF 400 $1.00 $400.00 6 Concrete encasement LF 40 $20.00 $800.00 7 6 to 8"sewer pipe by enlar ment LF $80.00 8 Sag Adjustment LF $50.00 9 Remove ex. S.S. manholes EA 1 $500.00 $500.00 10 Std. 4'S.S. manhole to 6'depth) EA 1 $1,200.00 $1,200.00 11 4' Dia. extra depth manhole VF 6 $100.00 $600.00 12 Watertight manhole insert for SSMH EA 1 $100.00 $100.00 13 Concrete collars for SSMH EA 1 $200.00 $200.00 14 SSMH corrosion resistant coating VF 9 $100.00 $900.00 15 Vacuum test SSMH EA 1 $100.00 $100.00 16 4"san. sew. serv. reconnection(HDPP) EA $750.00 17 4"san. sew. service lines (all depths) LF 200 $23.00 $4,600.00 18 Rip-rap 12"conc., fabric, and sand cus SY $20.00 19 Clay dam EA 1 $500.00 $500.00 20 Temp pvmt. repair per Fig. B Case 3) LF 600 $9.00 $5,400.00 21 Class E(1500#) concrete for misc. CY 2 $10.00 $20.00 22 Class B(2500#) concrete for misc. CY 2 $10.00 $20.00 23 Crushed limestone as directed by eng. CY 2 $20.00 $40.00 24 Ballast stone as directed by engineer CY 2 $20.00 $40.00 25 26 27 28 29 30 31 32 33 34 35 PREPARED BY: Sub-Total Const. Cost $29,115.00 REVIEWED &APPROVED: Contingency, 10% $2,911.50 TOTAL ESTIMATED COST $32,026.50 Exhibit B-3B Page 1 3416 s n 1� 211» ss s0 T0.6A 31 IT a J2 u 3, 2{ w'Qk 205 - 21 eFwl 2054- 11 ' , 3 6 11 ECHO LAKE D IR II 10 0 [L' sT. 17 • 7 16 t e s T 1 4 16 6 7 6 7 8 9 ,p 1 1 l 3 7 , 12 Il '2s 17 16 IS l/ I] 13 II z At Al 11 C 6 3 1 fO aa,. 2 21 1 S 6 7 6 9 10 1 2 , { , 6 7 I� PROPOSE WATER E 6 3 20 1 19 17 16 IS 11 I] 12 II 16 IS 11 I] 11 II 10 9`� ST. $ I M 6 I] __. _ _ _ — - 19 1 2 3 1 14 3 6 3 '3 6 7 / 7^ 8 9 10 2 ] 76 7 6 8 9 1 W A 10 IJ y�' 11 fl I1 II 16 IS 14 13 17 11 B 7 6 !1 RIP 10 9-- -- --- ST I 4R 3R6 7 8 9 10 1 2 N M 6 7 a 1 3 3 1 3 6 ` 2A 20 1C 17 16 IS W I] 13 11 16 IS 11 IJ 13 11 to 9 12 It 10 9 8 7 j IC >RY 3O la 1n r { 56 7 6 9 10 I 2 3 1 3 6 7 i 1 3 3 1 ! 6 7� JC 4 17 16 IS la 13 12 11 16 I7 11 13 12 It 10 I] 12 II 10 9 B 7 6 3 1 ] 2 UTL R S < 6 1 22 6 11 2 2 21 1 S 7 8 0 10 1 2 3 A S 7 t 6 D C B A 1 3 20 1 Q 1 3 3 { 7 6 1 L + } 19 17 16 IS 11Il 13 II 1S I, 13 Il II 10 3 16 LOFO 7 27 6 9 � 103 is a s 6 7 1 2 ] , sR 6 7 6 3 / N < 4 9 11 13 11 10 9 It 7 6 1 1 3 3 10 13 17 Ib IS 11 13 12 II 16 IS la 13 13 ]1 10 9 7 6 3 11 12 DiCCS01 I 24 25 21 23 37 21 30 19 18 17 16 I! 11 2 23 / S 6 7 L 9 1 0 1 1 3 ! ! 6 7 8 9 10 11 11 J 32 , 9 S 20 17 16 IS 11 13 12 It 33 22 11 20 19 IL 17 IL I! IJ I] 6 19 i L 7 18 A AN sT. 33 6 7 uL 9 I0 II 13 IS If 9 16 0 13 IF I I 14 V'2 1C 16 17 M 9 7 10 n ,_• Q 1 LEGEND PR. WATER REPLACEMENT IBM= O 200 400 800 WA7a DIPAnn«r 1000 7ILI000103R1 GRAPHIC SCALE /N FEET DeOtte, Inc. SCALE "� = 400 .A A6 1RIOIIN w -707116-00 I 1 a 2 19 I] 33 s: CJ r n u o0 21 21 s lti-36.$.jj- - - - n 21 ss R n Q �3� H , Fw 0 � a I e• �. :1 '• _,- '8p 2054- til, ht All AV - ECHO LAKE '- 'rMl I IJ 13 II l0 9 1 ] r, ST. 17 00 � ,6rfi a i 1 4 f 6 7 39 :1110' i 1 : 384 F Ir 1C 6• n 16 1s�-j a 1xAl Az 0 c 6 s + �ADON ST. '.8� N 3 w :4 i S 6 7 Bh9 6 7 6 5 4 ] 7 I t2 I I I � 6• 6"PVC - 17 l6 If 11 Il VI II 16 11 14 1, 12 11 l0 9 - - "I W L MO ST. Q- 19 1% I , P 9 I9 14 3 IL L- 38 1 3 , .13 Ss 6 ] �•�1 W " �j 1i u u It 16 Is 14 a Ix n 10 9 ': e 7 6 f i 7A ] 11 9 1 N M 0 1 +R fa 6 L- 38 l0 1 2 f 6 7 It 1I �3 7L 138'f 6 '" 3R :c - — y 6" 30 17 l6 IS I4 I, 13 II 16 IS I4 13 I] 11 10 9 12 'll 10 9 B 7 1 fND N ST. 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