HomeMy WebLinkAbout2022-01-17-I01F_08 Ute Ave-Ashworth Rd Intersection_Pmt Est 5AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: January 17, 2021
AGENDA ITEM:Consideration of approval of Payment Estimate No. 5 to Concrete
Technologies, Inc. for the Ute Avenue & Ashworth Road Intersection
Improvements project in the amount of $216,825.65.
FORMAT:Consent Agenda
SYNOPSIS INCLUDING PRO & CON: Concrete Technologies, Inc. requested Payment
Estimate No. 5 for the work completed on the Ute Avenue & Ashworth Road Intersection
Improvements project in the amount of $216,825.65. Snyder & Associates, Inc. has reviewed the
payment estimate and recommends payment.
The partial payment is for the pay period ending December 31, 2021. This pay estimate is for
water main and storm sewer installation.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: $216,825.65
COMMISSION/BOARD/COMMITTEE COMMENT:
STAFF REVIEW AND COMMENT:
RECOMMENDATION: Approve Payment Estimate No. 5
ATTACHMENTS: I. Payment Estimate No. 5
II. Letter of Recommendation
PREPARED BY:Beth Richardson
REVIEWED BY:Sara Kappos SKK
PUBLIC NOTICE INFORMATION –
NAME OF PUBLICATION:
DATE OF PUBLICATION:
I1F8
2727 SW SNYDER BOULEVARD | P.O. BOX 1159 | ANKENY, IA 50023-0974
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v:\projects\2020\120.0783.01\construction\pay_2022-01-12_letterpayapp05.docm
January 12, 2022
Mr. Rudy Koester, P.E.
City of Waukee
805 University Avenue
Waukee, IA 50263
RE: PARTIAL PAYMENT APPLICATION NO. 05
UTE AVENUE AND ASHWORTH ROAD INTERSECTION PROJECT
Dear Rudy:
Enclosed is partial payment application 05 for the Ute Avenue and Ashworth Road Intersection
project. This application includes work completed during the month of December 2021,
including partial payment of water main and storm sewer installation.
This payment application also covers payment for stored traffic signal materials, that was
inadvertently omitted from payment application 04.
We recommend payment of $216,825.65 to the prime contractor, Concrete Technologies, Inc. of
Grimes, Iowa. Please place this payment application on the next available city council meeting
agenda for approval.
Sincerely,
SNYDER & ASSOCIATES, INC.
Nathan Carhoff, P.E.
Project Manager
Enclosure
PAY_2022-01-12_PartialPaymentApplication05.xlsx
APPLICATION FOR PARTIAL PAYMENT NO. 5
PROJECT:Ute Avenue & Ashworth Road Intersection Improvements S&A PROJECT NO.: 120.0783.01
OWNER:City of Waukee
CONTRACTOR:Concrete Technologies, Inc.
ADDRESS:1001 SE 37th Street
Grimes, IA 50111
DATE:January 12, 2022 PAYMENT PERIOD: December 1, 2021
to December 31, 2021
1. CONTRACT SUMMARY:
Original Contract Amount:$4,768,652.70 CONTRACT PERIOD: TOTAL WORKING DAYS
Original Contract Date: August 2, 2021
Net Change by Change Order:$147,989.31
Original Contract Completion Date: August 6, 2022
Contract Amount to Date:$4,916,642.01
2. WORK SUMMARY:Added by Change Order: 0
Total Work Performed to Date:$1,363,371.47 Contract Completion Date: August 6, 2022
Retainage: 5%$68,168.57 Time Used to Date: 141
Total Earned Less Retainage:$1,295,202.90 Contract Time Remaining: 228
Less Previous Applications for Payment:$1,078,377.25
AMOUNT DUE THIS APPLICATION:$216,825.65
3. CONTRACTOR'S CERTIFICATION:
The undersigned CONTRACTOR certifies that:
(1) all previous progress payments received from OWNER on account of Work done under the contract referred to above have been
applied to discharge in full all obligations of CONTRACTOR incurred in connection with the Work covered by prior Applications for
Payment; and
(2) title to all materials and equipment incorporated in said Work or otherwise listed in or covered by the application for Payment are free
and clear of all liens, claims, security interests, and encumbrances
Concrete Technologies, Inc.
CONTRACTOR
By DATE:January 12, 2022
4. ENGINEER'S APPROVAL:
Payment of the above AMOUNT DUE THIS APPLICATION is recommended:
Snyder & Associates, Inc.
ENGINEER
By DATE:January 12, 2022
5. OWNER'S APPROVAL
City of Waukee
OWNER
By DATE:
PAY_2022-01-12_PartialPaymentApplication05.xlsx
6.DETAILED ESTIMATE OF WORK COMPLETED:
CONTRACT ITEMS COMPLETED WORK
ITEM PLAN UNIT UNIT COST COST QTY.CO #COST
NO.DESCRIPTION QTY.TOTAL TO DATE TOTAL
2.1 Clearing and Grubbing 507.2 UNIT $47.75 $24,218.80 507.2 $24,218.80
2.2 Clearing and Grubbing 1 ACRE $10,600.00 $10,600.00 $-
2.3 Topsoil, On-site 8,256 CY $6.35 $52,425.60 3,302.4 $20,970.24
2.4 Excavation, Class 10 31,706 CY $10.60 $336,083.60 15,853.0 $168,041.80
2.5 Below Grade Excavation (Core Out)500 CY $10.60 $5,300.00 $-
2.6 Subgrade Preparation 25,378 SY $3.20 $81,209.60 $-
2.7 Subgrade Treatment (Cement or Fly Ash)500 SY $12.75 $6,375.00 $-
2.8 Subgrade Treatment (Geogrid, Type I)500 SY $7.50 $3,750.00 $-
2.9 Subbase, Modified, 6 Inch Depth 23,060 SY $9.25 $213,305.00 $-
2.10 Removal of Structure, Retaining Wall 102 LF $47.75 $4,870.50 $-
2.11 Removal of Known Pipe Culvert 612 LF $31.75 $19,431.00 $-
3.1 Trench Foundation 100 TON $63.50 $6,350.00 $-
4.1 Sanitary Sewer Gravity Main, Trenched, PVC, 6 Inch 148 LF $84.75 $12,543.00 148 $12,543.00
4.2 Sanitary Sewer Gravity Main, Trenchless, PVC, 6 Inch 50 LF $159.00 $7,950.00 50 $7,950.00
4.3 Removal of Sanitary Sewer, DIP, 8 Inch 20 LF $106.00 $2,120.00 20 $2,120.00
4.4 Removal of Sanitary Sewer, PVC, 12 Inch 20 LF $106.00 $2,120.00 20 $2,120.00
4.5 Sanitary Sewer Cleanout 4 EACH $555.00 $2,220.00 2 $1,110.00
4.6 Sanitary Sewer Service Connection 1 LS $1,590.00 $1,590.00 1 $1,590.00
4.7 Storm Sewer, Trenched, Class III RCP, 15 Inch 2,274 LF $74.25 $168,844.50 730 $54,202.50
4.8 Storm Sewer, Trenched, Class III RCP, 18 Inch 143 LF $79.50 $11,368.50 143 $11,368.50
4.9 Storm Sewer, Trenched, Class IV RCP, 18 Inch 309 LF $84.75 $26,187.75 $-
4.10 Storm Sewer, Trenched, Class III RCP, 24 Inch 38 LF $106.00 $4,028.00 8 $848.00
4.11 Pipe Culvert, Trenched, RCP, 12 Inch 28 LF $74.25 $2,079.00 28 $2,079.00
4.12 Pipe Culvert, Trenched, CMP, 18 Inch 134 LF $106.00 $14,204.00 80 $8,480.00
4.13 Pipe Culvert, Trenched, Remove and Reinstall, CMP, 15 Inch 42 LF $132.50 $5,565.00 $-
4.14 Pipe Apron, CMP, 18 Inch 6 EACH $795.00 $4,770.00 4 $3,180.00
4.15 Pipe Apron, RCP, 12 Inch 2 EACH $1,905.00 $3,810.00 2 $3,810.00
4.16 Pipe Apron, RCP, 15 Inch 4 EACH $1,485.00 $5,940.00 2 $2,970.00
4.17 Pipe Apron, RCP, 18 Inch 2 EACH $1,585.00 $3,170.00 $-
4.18 Pipe Apron, RCP, 24 Inch 1 EACH $1,585.00 $1,585.00 $-
4.19 Footing for Concrete Pipe Apron, RCP, 15 Inch 4 EACH $1,585.00 $6,340.00 1 $1,585.00
4.20 Footing for Concrete Pipe Apron, RCP, 18 Inch 2 EACH $1,585.00 $3,170.00 $-
4.21 Footing for Concrete Pipe Apron, RCP, 24 Inch 1 EACH $1,585.00 $1,585.00 $-
4.22 Pipe Apron Guard, 12 Inch 1 EACH $1,060.00 $1,060.00 1 $1,060.00
4.23 Pipe Apron Guard, 15 Inch 4 EACH $1,060.00 $4,240.00 $-
4.24 Subdrain, Type 1, 6 Inch 3,330 LF $10.90 $36,297.00 $-
4.25 Subdrain Cleanout, Type A1, 6 Inch 1 EACH $450.00 $450.00 $-
4.26 Subdrain Outlets and Connections, Outlet Into Structure, 6 Inch 32 EACH $345.00 $11,040.00 $-
4.27 Subdrain Outlets and Connections, Outlet to Ditch, 6 Inch 6 EACH $400.00 $2,400.00 $-
5.1 Water Main, Trenched, PVC, 8 Inch 45 LF $84.75 $3,813.75 $-
5.2 Water Main, Trenched, PVC, 12 Inch 193 LF $74.25 $14,330.25 193 $14,330.25
5.3 Water Main, Trenched, PVC, 16 Inch 2,686 LF $122.00 $327,692.00 1,765 $215,330.00
5.4 Water Main, Trenchless, PVC, 8 Inch 40 LF $159.00 $6,360.00 $-
5.5 Water Main, Trenchless, PVC, 16 Inch 490 LF $212.00 $103,880.00 $-
5.6 Fitting, 90 Degree Bend, 8 Inch 1 EACH $530.00 $530.00 $-
5.7 Fitting, 11.25 Degree Bend, 12 Inch 3 EACH $795.00 $2,385.00 $-
5.8 Fitting, 11.25 Degree Bend, 16 Inch 6 EACH $1,060.00 $6,360.00 5 $5,300.00
5.9 Fitting, 22.5 Degree Bend, 12 Inch 2 EACH $530.00 $1,060.00 $-
PAY_2022-01-12_PartialPaymentApplication05.xlsx
5.10 Fitting, 22.5 Degree Bend, 16 Inch 4 EACH $1,060.00 $4,240.00 1 $1,060.00
5.11 Fitting, 45 Degree Bend, 12 Inch 1 EACH $850.00 $850.00 1 $850.00
5.12 Fitting, 16 Inch x 6 Inch Tee 11 EACH $1,270.00 $13,970.00 8 $10,160.00
5.13 Fitting, 16 Inch x 8 Inch Tee 2 EACH $2,650.00 $5,300.00 $-
5.14 Fitting, 16 Inch x 12 Inch Cross 1 EACH $2,120.00 $2,120.00 1 $2,120.00
5.15 Fitting, 16 Inch x 6 Inch Reducer 1 EACH $1,060.00 $1,060.00 $-
5.16 Water Service Pipe, Copper, 1 Inch 574 LF $26.50 $15,211.00 170 $4,505.00
5.17 Valve, Gate, 8 Inch 2 EACH $3,705.00 $7,410.00 $-
5.18 Valve, Gate, 12 Inch 2 EACH $5,825.00 $11,650.00 1 $5,825.00
5.19 Valve, Gate, 16 Inch 5 EACH $7,945.00 $39,725.00 2 $15,890.00
5.20 Tapping Valve Assembly, 12 Inch 1 EACH $6,885.00 $6,885.00 1 $6,885.00
5.21 Fire Hydrant Assembly 14 EACH $5,930.00 $83,020.00 8 $47,440.00
5.22 Fire Hydrant Assembly, Remove and Salvage 1 EACH $1,590.00 $1,590.00 1 $1,590.00
5.23 Line Stop, 12 Inch 1 EACH $15,885.00 $15,885.00 $-
5.24 Meter Pit 1 EACH $1,060.00 $1,060.00 $-
5.25 Meter Pit, Relocate 3 EACH $1,060.00 $3,180.00 2 $2,120.00
5.26 Meter Pit, Remove 1 EACH $1,060.00 $1,060.00 $-
6.1 Manhole, SW-401, 48 Inch 8 EACH $3,710.00 $29,680.00 6 $22,260.00
6.2 Intake, SW-501 10 EACH $3,495.00 $34,950.00 5 $17,475.00
6.3 Intake, SW-503 8 EACH $4,325.00 $34,600.00 1 $4,325.00
6.4 Manhole Adjustment, Minor 3 EACH $425.00 $1,275.00 $-
6.5 Manhole Adjustment, Major 3 EACH $1,060.00 $3,180.00 $-
6.6 Connection to Existing Manhole 2 EACH $1,590.00 $3,180.00 1 $1,590.00
6.7 Remove Intake 1 EACH $1,590.00 $1,590.00 $-
7.1 Pavement, PCC, 6 Inch 2,445 SY $52.00 $127,140.00 1,735.95 $90,269.40
7.2 Pavement, PCC, 9 Inch 18,686 SY $79.50 $1,485,537.00 $-
7.3 Median, PCC, 6 Inch 167 SY $57.75 $9,644.25 $-
7.4 Median, PCC, 15 Inch 102 SY $98.75 $10,072.50 $-
7.5 PCC Pavement Samples and Testing 1 LS $11,315.00 $11,315.00 $-
7.6 Removal of Driveway, Paved 787 SY $10.60 $8,342.20 196.75 $2,085.55
7.7 Removal of Driveway, Granular 274 SY $4.25 $1,164.50 $-
7.8 Shared Use Path, PCC, 6 Inch 2,726 SY $40.50 $110,403.00 $-
7.9 Special Subgrade Preparation for Shared Use Path 3,268 SY $5.30 $17,320.40 $-
7.10 Sidewalk, PCC, 5 In.121 SY $53.50 $6,473.50 $-
7.11 Sidewalk, PCC, 6 In.24 SY $56.50 $1,356.00 $-
7.12 Detectable Warnings, Cast Iron, Natural Finish 212 SF $52.50 $11,130.00 $-
7.13 Driveway, Paved, PCC, 6 Inch 1,978 SY $56.50 $111,757.00 $-
7.14 Driveway, Granular 440 SY $10.60 $4,664.00 $-
7.15 Driveway, Temporary Granular 966 SY $12.75 $12,316.50 41.58 $530.15
7.16 Shoulder, Granular 1,351 SY $37.00 $49,987.00 156.50 $5,790.50
7.17 Pavement Removal 8,128 SY $9.55 $77,622.40 812.80 $7,762.24
8.1 Traffic Signals 1 LS $382,720.00 $382,720.00 $-
8.2 Painted Pavement Markings, Durable 359 STA $53.00 $19,027.00 $-
8.3 Painted Symbols and Legends, Durable 20 EACH $400.00 $8,000.00 $-
8.4 Grooves Cut for Pavement Markings 359 STA $39.25 $14,090.75 $-
8.5 Grooves Cut for Symbols and Legends 20 EACH $185.50 $3,710.00 $-
8.6 Temporary Traffic Control 1 LS $25,945.00 $25,945.00 0.20 $5,189.00
8.7 Sign Assembly, Remove 16 EACH $127.00 $2,032.00 $-
8.8 Sign Assembly, Remove and Reinstall 15 EACH $127.00 $1,905.00 $-
8.9 Sign Assembly, Furnish and Install, Type A 28 EACH $420.00 $11,760.00 $-
8.10 Portable Dynamic Message Signs 28 CDAY $215.00 $6,020.00 28 $6,020.00
9.1 Conventional Seeding, Seeding, and Mulching, Wetland 0.02 ACRE $47,650.00 $953.00 $-
9.2 Hydraulic Seeding, Seeding, and Fertilizing, Type 1 2.2 ACRE $1,165.00 $2,563.00 $-
PAY_2022-01-12_PartialPaymentApplication05.xlsx
9.3 Hydraulic Seeding, Seeding, Fertilizing, and Mulching, Type 1 3.4 ACRE $3,600.00 $12,240.00 $-
9.4 Hydraulic Seeding, Seeding, Fertilizing, and Mulching, Type 4 5.6 ACRE $2,915.00 $16,324.00 $-
9.5 SWPPP Preparation 1 LS $1,590.00 $1,590.00 1 $1,590.00
9.6 SWPPP Management 1 LS $2,650.00 $2,650.00 0.30 $795.00
9.7 Filter Sock, 12 Inch 4,376 LF $2.15 $9,408.40 496 $1,066.40
9.8 Filter Sock, Removal 4,376 LF $0.35 $1,531.60 $-
9.9 Temporary RECP, Type 2D (Short Term)10,470 SY $1.35 $14,134.50 $-
9.10 Rip Rap, Class E 38 TON $106.00 $4,028.00 $-
9.11 Silt Fence or Silt Fence Ditch Check 5,510 LF $1.60 $8,816.00 484.3 $774.88
9.12 Silt Fence or Silt Fence Ditch Check Removal of Sediment 5,510 LF $0.05 $275.50 $-
9.13 Silt Fence or Silt Fence Ditch Check Removal of Device 5,510 LF $0.05 $275.50 $-
9.14 Stabilized Construction Entrance 897 SY $12.75 $11,436.75 $-
9.15 Inlet Protection Device, Drop-in 18 EACH $170.00 $3,060.00 1 $170.00
9.16 Inlet Protection Device, Maintenance and Removal 18 EACH $26.50 $477.00 $-
9.17 Flow Transition Mat 749 SF $15.90 $11,909.10 $-
9.18 Removal and Reinstallation of Existing Fence, Wood, 48 Inch 81 LF $65.00 $5,265.00 $-
9.19 Removal of Fence 1,338 LF $6.25 $8,362.50 $-
10.1 Demolition Work, Septic Tank Abandonment 1 LS $10,590.00 $10,590.00 0.8 $8,472.00
11.1 Construction Survey 1 LS $23,190.00 $23,190.00 0.20 $4,638.00
11.2 Monument Preservation and Replacement 1 LS $5,295.00 $5,295.00 $-
11.3 Mobilization 1 LS $156,500.00 $156,500.00 0.40 $62,600.00
11.4 Maintenance of Postal Service 1 LS $7,105.00 $7,105.00 $-
11.5 Remove and Reinstall Mailbox 8 EACH $400.00 $3,200.00 $-
11.6 Maintenance of Solid Waste Collection 1 LS $4,865.00 $4,865.00 $-
11.7 Concrete Washout 1 LS 11,475.00 $11,475.00 $-
TOTAL ORIGINAL CONTRACT = $4,768,652.70 $907,055.21
STORED MATERIALS SUMMARY
A.Storm Sewer Pipe, RCP, 15 Inch, 18 Inch and 24 Inch 3,544 LF $21.68 $76,818.84 2,396 $76,818.84
B.Water Main Pipe, PVC, 8 Inch, 12 Inch and 16 Inch 2,280 LF $62.51 $142,520.00 322 $142,520.00
C.Water Main Fittings, Valves, Accessories 42 EACH $3,860.48 $162,140.23 14 $162,140.23
D.Storm Sewer Structures, SW-401, SW-501, and SW-503 34 EACH $810.02 $27,540.52 22 $17,820.44
E.Storm Sewer Structures, Aprons 5 EACH $488.60 $2,443.00 1 $2,443.00
F.Traffic Signal Equipment 1 LS $47,272.49 $47,272.49 1 $47,272.49
TOTAL STORED MATERIALS = $458,735.08 $449,015.00
CHANGE ORDER SUMMARY:
2.3 Topsoil, On-site -34 CY $6.35 $(215.90)1 $-
2.4 Excavation, Class 10 937 CY $10.60 $9,932.20 1 $-
2.6 Subgrade Preparation 566 SY $3.20 $1,811.20 1 $-
2.9 Subbase, Modified, 6 Inch Depth 554 SY $9.25 $5,124.50 1 $-
2.11 Removal of Known Pipe Culvert 22 LF $31.75 $698.50 1 $-
4.7 Storm Sewer, Trenched, Class III RCP, 15 Inch 284 LF $74.25 $21,087.00 1 $-
4.8 Storm Sewer, Trenched, Class III RCP, 18 Inch 401 LF $79.50 $31,879.50 267 1 $21,226.50
4.10 Storm Sewer, Trenched, Class III RCP, 24 Inch 16 LF $106.00 $1,696.00 1 $-
4.11 Pipe Culvert, Trenched, RCP, 12 Inch -28 LF $74.25 $(2,079.00)-28 1 $(2,079.00)
4.12 Pipe Culvert, Trenched, CMP, 18 Inch -80 LF $106.00 $(8,480.00)-80 1 $(8,480.00)
4.14 Pipe Apron, CMP, 18 Inch -4 EACH $795.00 $(3,180.00)-4 1 $(3,180.00)
4.15 Pipe Apron, RCP, 12 Inch -2 EACH $1,905.00 $(3,810.00)-2 1 $(3,810.00)
4.16 Pipe Apron, RCP, 15 Inch 1 EACH $1,485.00 $1,485.00 1 $-
PAY_2022-01-12_PartialPaymentApplication05.xlsx
4.18 Pipe Apron, RCP, 24 Inch 1 EACH $1,585.00 $1,585.00 1 $-
4.19 Footing for Concrete Pipe Apron, RCP, 15 Inch 1 EACH $1,585.00 $1,585.00 1 $-
4.21 Footing for Concrete Pipe Apron, RCP, 24 Inch 1 EACH $1,585.00 $1,585.00 1 $-
4.22 Pipe Apron Guard, 12 Inch -1 EACH $1,060.00 $(1,060.00)-1 1 $(1,060.00)
4.23 Pipe Apron Guard, 15 Inch 1 EACH $1,060.00 $1,060.00 1 $-
4.24 Subdrain, Type 1, 6 Inch 820 LF $10.90 $8,938.00 1 $-
4.26 Subdrain Outlets and Connections, Outlet Into Structure, 6 Inch 6 EACH $345.00 $2,070.00 1 $-
4.27 Subdrain Outlets and Connections, Outlet to Ditch, 6 Inch -2 EACH $400.00 $(800.00)1 $-
6.1 Manhole, SW-401, 48 Inch 4 EACH $3,710.00 $14,840.00 1 $-
6.2 Intake, SW-501 4 EACH $3,495.00 $13,980.00 1 $-
7.2 Pavement, PCC, 9 Inch 605 SY $79.50 $48,097.50 1 $-
7.13 Driveway, Paved, PCC, 6 Inch -10 SY $56.50 $(565.00)1 $-
7.15 Driveway, Temporary Granular 128 SY $12.75 $1,632.00 1 $-
7.16 Shoulder, Granular -904 SY $37.00 $(33,448.00)1 $-
8.2 Painted Pavement Markings, Durable -13 STA $53.00 $(689.00)1 $-
8.4 Grooves Cut for Pavement Markings -13 STA $39.25 $(510.25)1 $-
9.3 Hydraulic Seeding, Seeding, Fertilizing, and Mulching, Type 1 0.1 ACRE $3,600.00 $360.00 1 $-
9.4 Hydraulic Seeding, Seeding, Fertilizing, and Mulching, Type 4 0.1 ACRE $2,915.00 $291.50 1 $-
9.7 Filter Sock, 12 Inch 1,457 LF $2.15 $3,132.55 1 $-
9.8 Filter Sock, Removal 1,457 LF $0.35 $509.95 1 $-
9.9 Temporary RECP, Type 2D (Short Term)158 SY $1.35 $213.30 1 $-
9.10 Rip Rap, Class E 13 TON $106.00 $1,378.00 1 $-
9.15 Inlet Protection Device, Drop-in 4 EACH $170.00 $680.00 1 $-
9.16 Inlet Protection Device, Maintenance and Removal 4 EACH $26.50 $106.00 1 $-
9.17 Flow Transition Mat -100 SF $15.90 $(1,590.00)1 $-
6.1 Manhole, SW-401, 48 Inch -1 EACH $3,710.00 $(3,710.00)2 $-
12.1 Valve, Gate, 8 Inch 1 EACH $3,705.00 $3,705.00 2 $-
12.2 Fire Hydrant Assembly, Temporary Installation 1 EACH $8,140.00 $8,140.00 2 $-
12.3 Manhole, SW-401, 60 Inch 1 EACH $4,400.00 $4,400.00 2 $-
12.4 Flaggers, 2021 3 DAY $880.00 $2,640.00 3 2 $2,640.00
12.5 Pavement Markings, Temporary 160 STA $71.50 $11,440.00 2 $-
12.6 Construction Survey, MidAmerican, 2021 1 LS $2,043.76 $2,043.76 1 2 $2,043.76
TOTAL CHANGE ORDERS = $147,989.31 $7,301.26
TOTAL CONTRACT
& CHANGE ORDERS $4,916,642.01 $1,363,371.47