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APPROVED:
CITY OF FORT WORTH
9&jwn
Dana Bur doff
Interi(m� sistant City Manager
Date: ! ��
APPROVAL RECOMMENDED:
By: QQ-0-4
William Johnso
Director, Tra sportation and Public Works Department
ATTEST:
Mary J ys r
City Secretary
APPROVED AS TO FORM AND LEGALITY:
QE�9—
Douglas W. Black
Assistant City Attorney
ID i'V�4C
Contract Compliance Manager:
By signing I acknowledge that I am the person
responsible for the monitoring and
administration of this contract, including
ensuring all performance and reporting
requirements.
Michael Weiss, P.E.
L RECORD
Senior Professional Engineer CITY SECRETARY
FT. WORTH,TX
Allowance/Contingency Request
AR/CR# 19
Date: 03/13/2019
Project Name: Hemphill Connector Architect's Project No:
Project No: 002119.000
To Contractor: McCarthy Building Companies, Inc.
The Contract is hereby revised by the following items:
Hemphill Connector Allowance/Contingency Request# 19
CPR Description Amount
-- Inlet-1 M.ocjiflosbone $0.00
The Original Contract Value was $35,408,258.00
Sum of changes by prior Change Orders ($73,092.00)
The Contract Value prior to this Change Order was $35,335,166.00
The Contract Value wilt be changed by this Change Order in the amount of $0.00
The new Contract Value including this Change Order will be $3.5,335,166.00
McCarthy Building Companies, Inc. City of Fort Worth
BY: Y BY: ,
,44
4e
Date: I �, Date: Z r
- --.
OFFICIAL RECORD
CITY SECRETARY
FT WORTH,TX
Printed On: 3113/201911:34:56 AM Page 1 of 1
Change Proposal Request
Date:03/1312019
Project Name:Hemphill Connector Architect's Project No.:
Project No.002119.000 Cost Issue Ref#:28
Attached is an itemized quotation for changes in the Contract sum and/or time on subject Project as described
herein. This document,when fully executed, as accepted, shall constitute authorization to proceed with the work
described herein. Due to schedule impact,this work may be performed prior to approval of the formal Change
Order.The Owner agrees that McCarthy Building Companies, Inc. will be reimbursed monthly for the cost of this
work as completed,whether or not the Change Order has been fully executed.
DESCRIPTION OF THE PROPOSED CHANGE:
Inlet-1 Modifications
SCOPE:
The team discovered an 8" Sanitary Sewer line that was coming into contact with the originally specified Inlet-1.
Per discussions with the City of Fort Worth, the team verified that the 8" Sanitary Sewer line had to remain in
service for future development and that the original Type 1 Inlet-1 would have to be modified to a Type 2 Inlet.
Along with that the 8"Sanitary Sewer would need to be relayed and encased In concrete within the Project limits.
Lastly, the existing water meter will need to be relocated behind the future ADA ramp to ensure access for the
Irrigation contractor to tie-in.
REFERENCE:
RFI 047-8"Sanitary Sewer
Pricing Details
Company Name Description Amount
McCarthy Building Companies, Inc. 20:WC#2 EXCBWALLS $36,536.00
McCarthy Building Companies, Inc. 63:A-UTILITY LOCATE ($38,363.00)
McCarthy Building Companies, Inc. 100: CONTRACTORS CNTGNCY $1,827.00
Net Change In Calendar Days Due To This Proposed Change
[] Schedule impact to be evaluated at a later date
McCarthy Building Companies, Inc. City of Fort Worth
Accept , .Accept
Do of cept _Do Not Accept
BY: BY: ��
Date: 3 I Date:
Printed On: 3/13/2019 4:30:21 PM Page 1 of 1
f
hw� CRY WFed N'oefh NrmpAHl Atnrt Vndarpu
Locetfon: Fort Wain Taxtta
Date: lYarch q,2019
Hemphill Street Under ass GMP2-ARICR#19
GMPY-
tine Package DESCRIPTION Quantity Unit Unit Price GMP2 Total Change Order Previous Now Budget
Unit,
Amount Change Orders Total
10 WC1 Subcontractor Work Category#1BAdge3 Track-McCarthy 1.00 LS $11.814,000 S11,814,000 $202.8% S12,016,696
11 Allowance Potential Bridge 6 Track Contractor Downtime 100.00 Days $5,432 $543.200 S543,200
12 Contingency Painting of Exterlor Railroad Bridge Beams 1.00 LS $27,500 $27.560 ($27,580) SO
20 WC2 Subconlractor Work Category#2 Excavation&Wags-McCarthy 1.00 LS 1 $7,745.000 $7,745.000 $W,536 $299.660 $8.081.195
21 Subcontractor AAwork Installation-McCarthy 1.00 LS $75,511 $75,511 $75,611
22 Allowance Additional Artwork Support for Sub/Ar9slchwVes 1.00 LS $15,102 $15,102 $15,102
23 Contingency Painting of Concrete and Block Walls vn'th color for (577 1.00 LS 577,568 $77,588 ,
consist and an raffiti coa' s 568) $O
24 Allowance Potential Wags and Excavation Contractor 50.00 pays $2,517 3125010 $125,11W
Downtime
30 WC3 Gerdingeney Work Category#3 Electrical 6 Lighting 1.00 LS $1,878,OW $1,678,000 $80,245 $1,768,245
40 WC4 Subcontractor Wo Cal gory 04 Landscaft-C.Green 1.00 LS $360.187 S360,187 $29.041 $389,208
41 Contingency LaWscapi g of ROW/CMAR Yard 3.00 Ae $17,8W $53.400 $53,400
42 Allowance Ownars Landscape Allowance 10% Bid $360,187 $M.017 $38,017
50 WC5 Subcontractor Work Category#5 Paving-McCarthy 1.00 LS S1,667,000 $1.667,000 $81,427 $1,748,427
61 Conftency Chesapeake Exlended driveway and gale 1.00 LS $45,200 $46,200
reconrtgutation ($48,20D) $O
60 CMAR lGeneral Conddlons-30 Months 1.DD LS $4,023,374 $4,023,374 $19,620 $4,042,994
61 Contingency Sandblasting&paining of the underside of the IH30 65500 LS $184,555 $184,
bridge for consistent coloration 1. ($126,057) $56,496
62 Aibvance Identify&Locate E)dstitg&Abandoned Miles 1.00 LS $150,OOD 5150,1100 ($38,383) 3111.637
83 Allowance Remove,relocate andfordemagsh exisgng ut#ttea within the Nht of way 1.00 LS 51,760,000 51,750,000 ($99,454) 51,650,546
64 Allowance Potential Project delays due to RaJ1road andior 1.W LS $750,000 S750,000 (SM0,834) $W9,166
E)dsfm Miles within the right of way
65 Allowance Owners Allamance 1.00 LS $867,727 S867,727 ($27,158) $840.W9
Subtotal Cost of Work 131,990,231 $31,766,262
70 Performance d Payment Bonds 0.82% $264,271 $264,271
80 Pollution Insurance Wrap Policy 1.00 LS 341,646 $41,848 $41,646
80 Railroad Protective Insurance 0.35% $112,785 $112,785
80 Guiders Risk Insurance 0.22% $72,535 $72,535
80 General LlabSity 3 umbrella Insurance 0,641% $295.300 $295,300
Subtotal Cost of Work+CMAR GC+Insurance $32,776,788 $32,642,769
00 ConaWctlon Fee 3.50% $1,147,187 ($7,445) S1,139,742
Subtotal Cost of Work+CMAR GC+Insurance+
$33,923,955 $33,662,641
Construction Fee
t00 ConstruelbnConttrgency-ConstructionContirgeruy 484303 $1
has NOT been added for'Ai S.OD96 $29,
owancos^above 888,059 $1, , ,827 ($167,952) $1,318.178
101 McCarthy Shared Savings from Contingency $274.183 $274,183
5W Subcontractor Credds $00,264 $60.264
Subtotal Cost of Work+CMAR GC+Insurance+ $35,408,258 $0 -$73,092 $35,335,166
Construction Fee+CMAR a.CFW Contingency
McCARTHY- CMAR
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, MoeW"-!T".Cemlas4aMl0i`- - --.. _.. Jm LS ....._ ._ _. t 14sn s _ f. S, S •... _MSdi f .
s s s s
t s s s $ a "—
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LABOR IWOFFO r\Oo% OF t OF f t - OF Lo 5
CORYAM M JOAO% OF i OF S 1 OF\MT S S S
MFM Ass RAIIOWI PW Noun 0.00 OF iJ01 S $
MAMLL TOOLS JO.W% OF{ OF a f OF LM S S S
TAX l2516 OF t OF! a OF 6MALISL
WATOTAL { t 1 t 30,636 S 1RS11
wk-l..m S-d 0.0000% 1
Cs.t of F%t a14w%
1"6-PJ k l.1900%
/arims+rn\Npnt biWs 0.9SOOIF
!O\1OTAL t t is Is i K83$ S s!•{7\
CYMFn a.Ml%
e...b.%IlenCn.Mla%q t.OfNk $ t fa7
TOTAL $ oe
McCARTHY-WC 2,Excavation A Wails
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SMALL TOOLS MM OF S OF S { %4" OF L" t ffo.0
TAX' 6.25% OF! OF S S 41817AD OFMI/"t S f 1TS IM4
SUSIMAL t i i SN i 0
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Torsi iMm
North Texas Contracting,Inc.
Job Name: HEMPHILL STREET GMP 2 2/19/2019
Location: FORT WORTH,TEXAS 4:19 PM
Bid Date: 10-May-17
Bid Time:
Revised 10/02
Item D"c#don Bid Bid
No. Qty Unit Unit Amount
PCO#5 CHANGE INLET 1 FROM A TYPE I TO A TYPE II
0.00 0.00
22 INSTALL 15'TXDOT TY 11-R CURB INLET -1 EA 2,500.00 -2,600.00
CO#5 FURNISH AND INSTALL TYPE If INLET 1 LS 19,660.00 19,650.00
0.00 0.00
0.00 0.00
0.00 0.00
TOTAL NET CHANGE: 17,150.00 0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
NORTH TEXAS CHANGE ORDER COST
1
CHANGE DESCRIPTION:
Furnish and Install 15'TYII Curb Inlet
MAJOR QUANTITIES: TIME IMPACT
1 Mobilize I and remove concrete Pavement 3
2 Excavate Inlet(work around new u iliU
ln5tatl Inlet
4 Backrill
5 Pour Throat 2
TOTAL 13
LABOR BREAKDOWNS 10 HOUR DAYS REGULAR REGULAR OT OT TOTAL
TY DESCRIPTION HOURS RATES HOURS RATES AMOUNT
0 PROJECT MANAGER .0 S 68.14 0. 1
SAFETYQC MANAGER/ENGINEER 1 0.0 8.1
SUPERINTENPENT 13.0 S 66.88 0.0 S 100.32 S 869.44
PIPE CREW FOREMAN13.0 $ 44.2166.32 S 674.73
TRACK OE OP '13.0 0 33.98 S 294.45
LOADER T 1 0
IL DORKER-PIPE 26,0 S 19.85 0.0 S 29.78 S 516.1
2 LABORER-PIPE 26,0 S 14.75 0.0 22J3
CONCRETE RE ORMAN 0.0 S 44.21 0.0
SKILLED WORKER-CONCRETE .0 .78
LABORER-CONCRETE 4.75 0.0 S 22.13
0 HAUL TRUCK DRIVER 1 4.0 27.001 0.0 Is 40.50 i08.00
8 LABOR SUBTOTAL ; 3 423.77
EQUIPMENT SEE ATTACHED BLUE BOOK RATES REGULAR REGULAR STANDBY STANDYBY TOTAL
TY IDESCRIPTION HOURS RATES HOURS RATES AMOUNT
F /SUP !PE TRUCKf 6378.30
1 KOMATSU 308 EXCAVATOR 13.0 S JJ3.36 0.0 .26 S 14 3.68
1 KOMATSU WA- 7 W EEL LOADER 13.0 S $1.50 0. 25.65
0 KO EL O 260 EXCAVATOR 0.0 S 103.580.0 $ 51.93
0 CASE 580 BACKHOE 41.48 0.0 S 20.58
1 LOW BOY TRAILER 4.0 S 31.651 0.0 S 18.45 S 126.60
1 HAULTRUCK 4.0 S 63.23 0.0 S 21,08 S 2 9
1 WALK BEHIND COMPACTOR 3.0 $ 29,16 0.0 S 18.81 S 87.46
AT ER TRUCK 0.0 $ 32.0211.97
$MALL TOOLS(CHOPSAWIHAMMER DRILU TOR 13.0 16.01 0.0 $ 16.01 S 200.13
0.0 $ 0.0 S S
7 EQUIPMENT SUBTOTALS 3196.61
MATERIALS/MISCELL QUANTITY UNIT OF UNIT PRICE TOTAL
DESCRIPTION MEASURE AMOUNT
15'Tvpe 11 Curb Inlet 1 EA S 3.040.003,040,00
Additional n and ver 1
Bedding 3C 32.50 $ 97.50
Pipo Patch 6 BAGS 9.50 $ 57,00
S
MATERIAL SUBTOTAL 111 3,544.50
SUBCONTRACTORS QUANTITY UNIT OF UNIT PRICE TOTAL
DESCRIPTION MEASURE AMOUNT
Truckl HRS $ 50.00 S 100,00
S
SUBCONTRACT SUBTOTAL ; 100.00
TOTALS 8r MARK UP SUMMARY QUANTITY UNIT OF TOTAL
MEASURE UNIT PRICE AMOUNT
BARE LABOR COST 1 .7 3 2 .77
LABOR BURDENS 32• PCT 3 23.7 1
LABOR MARKUP 1 T 3 598.71
EQUIPMENT SUBTOTAL 1 S 31 1 96.61
EQUIPMENT MARKUP 15° T S 3.196.61 S 479.4
MATERIALS SUBTOTAL 1 LS3&44.60
MATERIALS MARKUP is PCT 3 1.6R
SUBCONTRACTOR SUB O AL
SUBCONTRACTOR MARKUP 541. PCT S joo.00 5-00
BONDING ADJUSTMENT 1% PCT 12447.36 S 124A7
COST TOTAL $ 12 571.83
ROUNDED AMOUNT $ 12,600.00
PC002-T for Water Servke Hefocate.rbx Printed on 2/19/2019 at 4:14 PM
�l
NORTH TEXAS CHANGE ORDER COST
CHANGE DESCRIPTION:
Remove and Relay 16'of 24"RCP
MAJOR QUANTITIES: TIME IMPACT
K5 D' u Pi
pe 2
R e and L P'
4
TOTAL 4
LABOR BREAKDOWNS 10 HOUR DAYS REGULAR REGULAR OT OT TOTAL
R0,11
DESCRIPTION HOURS RATES HOURS RATES AMOUNT
OJECTMANAGER 0.0 14 O. 02.21
SAFETY C MANAGERENGINEER 0 1 17
SUPERINTENDENT .0 6 .32 133.76
PPE CR F MAN 4. 4 1 176,84 K E PE TOR 4.0 0. .98 90,60 0 E 5 .0 85.40
2 SKILLED WORKER-PIPE 8.9 $ 19.85 0.0 29.78
3 LABORER-PIPE 8,0 s 14.75 0.0 $ 22.13118.00
0 CONCRETF CREW FO MAN 0. 44.21
0 KI L D WORKER-CON-CRETE 0.0 29.78
LABORER-CONCRETE 0.0 s 14.75
1 HAUL TRUCK DRIVER 1 4.0 27.001 0.0 40,50 108.00
8 1 LABOR SUBTOTALS 871.40
EQUIPMENT SEE ATTACHED BLUE BOOK RATES REGULAR REGULAR STANDBY 5S20.58
AS -
I
QTY DESCRIPTION HOURS RATES HOURS
RE U / HI 6 1 K U X V OR 3.KOMA WA• 70 W E L AD 51. 0
K08 O XCAVA R 3. 0
AS A KH 1.4
LOW BOY TRAILER 1.65 0.0 S 18 1 60
'HAUL TRUCK 4. 63.23 0.0 s 21,08 S 252.92
nLK BEHIND ACT 4.0 6 - 29.10 0.0 S 18.01 s J`16.64
ER TRUCK 0. 32.02 0.0 s 11.97
0 SMALL TOOLS H P AW IH M R DRIWGIENERATORI 4. 1 1 . 0.0 $ 16.01
0.0 S 0.0 $
2 EQUIPMENT SUBTOTAL S 1,306.94
MATERIALS/MISCELL QUANTITY UNIT OF UNIT PRICE TOTAL
DESCRIPTION MEASURE AMOUNT
S
MATERSIAL SUBTOTAL S
SUBCONTRACTORS QUANTITY UNIT OF UNIT PRICE TOTAL
DESCRIPTION MEASURE AMOUNT
SUBCONTRACTSUBTOTAL ;
UNIT OF
TOTALS 8�MARK UP SUMMARY QUANTITY MEASURE [_M
ARE LABOR COST 1 LS OR RD NS 32° PCTLA8 R KUP 1 ° PCTE UIPMENT SUBT TAL 1 L .94EQUIPMENT MARKUP 15° PCT 04MAT RIALS UBTOTAL 1MATERIALS MARK P 1 PCTSUB O TRA R BTOTA LSUBCONTRACTOR MARKUP % CTBONDING ADJUSTMENT i% PCT 26
COST TOTAL ; 2,854.02
ROUNDED AMOUNT ; 2,850.00
PCON2-T for Water Servke Relmateidix Printed an 2/19/2019 it 4-.21 PM
,ALLNORTH TEXAS CHANGE ORDER COST
CHANGE DESCRIPTION:
Remove Additional Concrete Pavement I Excuvallon and work around New Utilities for inlet 1
MAJOR QUANTITIES: TIME IMPACT
1 t and Remove Existing Concrete
2 Work Around Now Utilities
4
5
TOTAL 7
LABOR BREAKDOWNS 10 HOUR DAYS REGULAR REGULAR OT OT TOTAL
QTY DESCRIPTION HOURS RATES HOURS RATES AMOUNT
0 PROJECT MANAGER 0.0 S 68.14 0.0 102.21
SAFETY I QC MANAGERENGINEER 0.0 S 52.11 0.0 .17
0 SUPERINTENDENT 4.0 S 66.68 0. 100.32 S 267.52
PIPE CREW FOREMAN 7.0 S 44.21 0.0 $ 66,32 309.4
0 TRACK HQE OPERATOR 7.0 S 22.65 0.0 S 33.98 S 158,55
LOADER OPERATOR 7,0 S 1.35 0.0 $ 32.03 S 149.45
SKILLED ORKFR-PIPE 14.0 19.85 0.0 29.78 S 277,90
LABOR -PIPE 14.0 S 14.7522.1
CONCRETE CREW FORMAN 0.0 S 44.21 0.0 $ 66.32
SKILLED WORKER-CONCRETE 0.0 19.8529.7
LABORER-CONCRETE 0. 1 22.
0 HAUL TRUCK DRIVER 0.0 27.00 0.0 40.50
7I LABOR SUSTOTALI$ 1,36959
EQUIPMENT ISEE ATTACHED BLUE BOOK RATES REGULAR REGULAR STANDBY STANDYBY TOTAL
QTY IDESCRIPTION HOURS RATES HOURS RATES AMOUNT
F R T/PE TRUCK/VEHICLE 7.0 S 14.55 0 540 S 101.85
0 KOMATSU 308 EXCAVATOR 7.0 IJ3.36 010 $ 57.26 S 793,52
0 KO T WA-270 WHEEL LOADER 6.0 $ 51.50 010 S 25.
KOBELCO 260 EXCAVATOR 0.0 3 103.58 0.0 $ 51,93
CASE 580 BACKHOE 0.0 S 4 20.
OW BOY TRAILER 0.0 S 31.651 18.4
0 HAULTRUCK 0.0 S 63.23 0.0 S 21.08
WALK BEHIND MPACTOR 0. 29A6 0.0
TER TRUCK 0.0 S 32.020.0
0 LL TO L HOPS M R D I ENE 6.01 0. 16.0196-06
0.0 $ 0.0 $
0 EQUIPMENT SUBTOT-ALJ S 1.300.43
MATERIALS I MISCELL QUANTITY UNIT OF UNIT PRICE TOTAL
DESCRIPTION MEASURE AMOUNT
MATERIAL SUBTOTAL S
SUBCONTRACTORS QUANTITY UNIT OF UNIT PRICE 4AMOUNT
DESCRIPTION MEASURE Sewculter L 50.Truckt RS5SUBCONTRACT SUBTOTAL $
TOTALS 8 MARK UP SUMMARY QUANTITY UNIT OF MEASURE UNIT PRICE TOTAL
AMOUNT
BARE LABOR T 1 LS 1.369.39 136 .3
LA13OR BURDENS 2" PCT 1.369.39 4 .2
LABOR MARKUP 150 PCT $ 1,807-59 271,14
EQUIPMENT SUBTOTAL 1 LS S 1 .43 1
EQUIPMENT MARKUP 1 56A PCT S 1.300.43
MATERIALS SUBTOTAL 1 L
MATERIALS MARKUP 15 PC
SUBCONTRACIOR SUBTOTAL 1 LS $ 550.00
SUBCONTRACTOR MARKUP 5 POT $ 550.00 27,50
BONDING ADJUSTMENT 1% PCT 4151.73 41.52
COST TOTAL $ 4,193.26
ROUNDED AMOUNT S 4,200.00
PCOe2-T for Water Sendce Ilelocateadsx Printed on 2/19/2019 at 4.M PM
North Texas Contracting, Inc.
Job Name: HEMPHILL STREET GMP 2 3/13/2019
Location: FORT WORTH, TEXAS 6:02 AM
Bid Date: 10-May-17
Bid Time:
Revised 10/02
Item Description Bid Bid
No. Qty Unit Unit Amount
PCO#7 RELOCATE EXISTING
0.00 0.00
NEW Relocate Meter and Install Valve w/Box 1 LS 5,150.00 5,150.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
TOTAL NET CHANGE: 5,150.00 0.00 0.00
0.00 0.00
0.00 0.00
City to provide new meter if existing is to be replaced 0.00 0.00
Does not include check valve or backflow preventer 0.00 0.00
No Irrigation items included except tee and valve 0.00 0.00
GC responsible for determining location on new meter 0.00 0.00
Price based off of'Hemphill Meter Relocation'Exhibit 0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
-� NORTH TEXAS CHANGE ORDER COST
PCO ii7
CHANGE DESCRIPTION:
Remove Exfatlnp Water Meter and Relocate It Behind Sidewalk
MAJOR QUANTITIES: TIME IMPACT
A1 emove Exis6 meter/Excavate for New Meter 3
2 nstall New Pi FiIG s Meier,and badclll 3
4
5
TOTAL 6
LABOR BREAKDOWNS 10 HOUR DAYS REGULAR REGULAR OT OT TOTAL
JaIPE
SCRIPTION HOURS RATES HOURS RATES AMOUNT
OJECT MANAGER 0.0 68A4 0.0 102.21
FETY! MANAGER/ENGINEER 0.0 52.11 0.0 78.17
PERINTENDENT 2.0 66.86 0.0 100.32 133.76
CREW FOREMAN 6.0 44.21 0.0 66.32 265.26
CK HOE OPERATOR 6.0 22.65 0.0 33.98 135.90
ADER OPERATOR 6.0 S 21.351 0.0 32.03 128.10
KILLED WORKER-PIPE 12.0 19.85 0.0 S 29.781S 238.20
0 ORER-PIPE 12.0 14.75 0.0 22A3 IS 177.00
0 ONCRFTE CREW FORMAN 0.0 44.21 0.0 S 66.32 IS
0 3KJLLED WORKER-CONCRETE 0.0 19.85 0.0 29.78
ORER-CONCRETE 0.0 14.75 0.0 22.13
0 iAUL TRUCK DRIVER 0.0 $ 27.00 0.0 40.50
LABOR SUBTOTAL 1 078.22
EQUIPMENT ISEE ATTACHED BLUE BOOK RATES REGULAR REGULAR STANDBY STANDY13Y TOTAL
QTY DESCRIPTION HOURS RATES HOURS RATES AMOUNT
0 FOREMAN I SUPT I PE 7RUGK I VEHICLE B.0 14.55 0.0 5.40 S 116.4
OMATSU 308 EXCAVATOR 6.0 113.36 0.0 S 57.26 680.16
OMATSU WA-270 WHEEL LOADER 6.0 51.50 0.6 26. .00
0 OBELCO 260 E CAVATOR 0.0 S 103.58 0.0 3 51.93
0 ASE SW BACKHOE 0.0 41.48 0.0 S 20.58
OW BOY TRAILER 0.0 $ 31.65 0.0 18.45 IS
0 HAUL.TRUCK 0.0 S 63.23 0.0 21.0$
0 WALK BEHIND COMPACTOR 3.0 29.16 0.0 18.81 87.48
0 WATERTRUCK 0.0 S 32.02 0.0 11.97
0 SMALL TOOLS CHOPSAW/HA IMER DRILL/GENERATOR 6.0 16.01 0.0 16.01 96.06
0.0 0.0
EQUIPMENT SUBTOTAL S 1289.10
MATERIALS I MISCELL QUANTITY UNIT OF UNIT PRICE TOTAL
DESCRIPTION MEASURE AMOUNT
Cou is/Va e I Valve Box 1 LS 458.00 458.00
Copper/Brass FRU s/Meter Box 1 LS .00 OW.00
2'PVC w/Fitti s 140 ft 2'PVC 1 LS 116.00 116.00
Beddian Material 5 CY 32.00 S 160.00
MATERIAL SUBTOTAL S 1,724.00
SUBCONTRACTORS QUANTITY UNIT OF UNIT PRICE TOTAL
DESCRIPTION MEASURE AMOUNT
EA
EA
S S
SUBCONTRACT SUBTOTAL
TOTALS&MARKUP SUMMARY QUANTITY UNIT OF MEASURE UNIT PRICE TOTAL
AMOUNT
BARE LABOR COST 1 LS S 1078.2 1076.22
LABOR BURDENS 32% PCT 1 07822 345.03
LABOR MARKUP 15% PCT S 423.25 213.49
E UIPME T SUBTOTAL 1 LS 1 289.10 1 289. 0
EQUIPMENT MARKUP 15% PCT 1.289.10 193.37
MATERIALS SUBTOTAL 1 LS 1324.001$ 1,724.00
MATERIALS MARKUP I66A PCT 1 724.00 IS 258.60
SUBCONTRACTOR SUBTOTAL 1 LS
SUBCONTRACTOR MARKUP 5% PCT
BONDING ADJUSTMENT 1% PCT $ 5101.80 $ 51.02
COST TOTAL $ S 152.62
Printed on 3/13/2019 at S:S3 AM
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NORTH TEXAS CHANGE ORDER COST
PCO#6
CHANGE DESCRIPTION:
Remove and Replace Existing Clay Sewer Line with 8"PVC
MAJOR QUANTITIES: TIME IMPACT
1 Remov
2 Install New 8'PVC Pipe 5
4
5
TOTAL 10
LABOR BREAKDOWNS 10 HOUR DAYS REGULAR REGULAR OT OT TOTAL
QTY DESCRIPTION HOURS RATES HOURS RATES AMOUNT
0 PROJECT MANAGER 0.0 $ 68,14 0.0 102.21
SAFETYMANAGER I ENGINEER 0.0 S 52.11 17
SUPERINTENDENT 2.0 66.86 0.0 $ 100.32
1 PIPE CREW FOREMAN 4.21 0. 66.32 S 442.10
0 TRACK HOE OPERATOR 4. 90.60
ADER OPERATOR 10.0 S 21.35 0.
2 SKILLED WORKER-PIPE 20.0 S 19,es 0.0 29.78 397.00
E 20.0 S 14.75 0.0 22.13 S 295,00
0 CONCRETE CREW FORMAN 0.0 S 44.21 0.0 66.32
KILLED WORKER-CONCRETE 29.78
CONCRETE 0.0 14.75 0.
0 HAUL TRUCK DRIVER 0.0 27.00 0.0 40.50
8 1 LABOR SUBTOTAL $ 1,571.901
EQUIPMENT SEE ATTACHED BLUE BOOK RATES REGULAR REGULAR STANDBY STANDYBY TOTAL
QTY DESCRIPTION HOURS RATES HOURS RATES AMOUNT
E TRUCK VEHICLE i0.0 S 14.55 0.
1 KOMATSU 308 E T 113.36 0.0 57,26
AT U WA-270 WHEEL LOADER 25.65 257.50
0.0 S 10168 0.0
0 C SE 580 BACKHOE 0,0F 20.58
0 TRAILER0.0 31.65 0.0
0 HAUL TRUCK .2 .0 21.
L BEHIND COMPACTOR 0. 1 .81
0 A 0.0 32.02 0.0 7
0 SMALL TOOLS CHO S 1 .0 16.01
0.0 0.0
3 EQUIPMENT SUBTOTALS 1 129.90
MATERIALS/MISCELL QUANTITY UNIT OF UNIT PRICE TOTAL
DESCRIPTION MEASURE AMOUNT
8'PVC Pipe 154 LF 3.75577.50
Clay to PVC Coup 24.22 S 48.44
Concrete Blockinn 35 EA
S
MATERIAL SUBTOTAL $ 678A4
SUBCONTRACTORS QUANTITY UNIT OF UNIT PRICE TOTAL
DESCRIPTION MEASURE AMOUNT
S
SUBCONTRACT SUBTOTAL $
TOTALS&MARK UP SUMMARY QUANTITY UNIT OF UNIT PRICE TOTAL
MEASURE AMOUNT
BARE LABOR COST I LS
LABOR BURDENS 32° PCT 1 571 96 503.03
LABOR MARKUP 1 % PCT 1.2
EQUIPMENT SUBTOTAL 1 LS 1.129.90 1,129.90
EQUIPMENT MARKUP 1 PCT S 1,129.90 169.49
MATERIALS SUBTOTAL 1 LS
MATERIALS MARKUP ° PCT S 678.44 101.77
SUBCONTRACTOR SUBTOTAL 1
SUBCONTRACTOR MARKUP CT
BONDING ADJUSTMENT 1% PCT $ 4 465.83 $ 44.66
COST TOTAL $ 4,510.48
Pinted on 3/7n019 at 1.4e PM
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