3-012.1.2 UEP 07 WO - WL Example.pdf
PDF 191 KB Posted
- Attached to
- 26005663 U26-01 Utility Extension Program 07
- Solicitation number
- 26005663
- Issued by
- Mason County, Texas
About this file
This is a Work Order document for the Utility Extension Program 07 (UEP 07), a water utility infrastructure project in Texas. The work involves a 6-inch and 8-inch water main replacement along New Jersey Avenue from Colorado Street to Main Street, with a project start date of October 1, 2022, and completion date of October 30, 2022. The scope includes removal and disposal of existing utility mains (126.5 linear feet), installation of AWWA C-900 DR 18 PVC pipe (1,120 linear feet of 6-inch pipe and 83.5 linear feet of 8-inch pipe), installation of ductile iron fittings (535 pounds), gate valves with boxes and vaults, tapping saddles, fire hydrants, water service connections, trenching at various depths, flowable fill for abandoned pipe (21 cubic yards), asphalt and concrete utility cut repairs (535 square feet), traffic control, erosion/sediment control, and job site safety measures. The work order was prepared by Example Construction Company and includes detailed calculations verifying all material quantities.
The document serves as a quantification and verification sheet for work performed under the 2026-2029 term water main extension contract. It contains detailed sketches, measurements, and calculations that substantiate each line item, including pipe removal totals, trench repair dimensions, flowable fill volume computations, and fittings weight calculations. The document is dated October 30, 2022, with fields for both city verification and contractor agreement of quantities, providing a formal record of work scope and material quantities for contract administration and payment purposes.
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Text version
Sketch/Measurements (Attach additional sheet if necessary)
See Attached Sketch
Calculations (Attach additional sheet if necessary)
See Attached Calculations
(Attach concrete/asphalt tickets)
Quantities verified (City): ## Quantities Agreed (Contractor): ## initial date initial date
( ) Traffic Control
( )" Water Service Connection (Long > 20')
Erosion/Sediment Control 5
Contractor Name (Print): Example Construction Company
Removal & Disposal of Existing Utility Main 126.5
Fire Hydrant (≤ 5' Bury Depth) Fire Hydrant Riser (> 5' Water Main Bury Depth) Ductile Iron Fittings
Description of work:
( x )" Tapping Saddle
GIS Sketch Complete: 10/30/2022
Anchor Coupling / Foster Adapter 1
Total
6" Water Main replacement along New Jersey Avenue from Colorado Street to
-EXAMPLE ONLY-
Unit Price Comment/DescriptionPay Quantities
2026-2029 Term - Water Main Extension - UEP 07 Work Order
10/1/2022 10/30/2022
Start Date:
Completion Date:
Address: New Jersey Avenue
Quantity
Main Street.
( 8 )" AWWA C-900 DR 18 PVC
( 6x1 )" Tapping Saddle 1
( )" DIP Pressure Class 150
( 6 )" AWWA C-900 DR 18 PVC
( )" Pipe Casing ( )
Base Rock Utility Cut Repair
( )" Tapping Sleeve ( )" Tapping Sleeve ( )" Gate Valve & Vault (MJxMJ/FL)
( 1 )" Water Service Connection (Short ≤ 20')
( 6 )" Gate Valve & Box (MJxMJ/FL) ( 8 )" Gate Valve & Box (MJxMJ/FL)
TOTAL = ------ ------
83.5 1,120.0
Trenching Depth ( Deep)
Flowable Fill for Ex. Pipe Abandoned in Place
( Local Street ) Traffic Control
Flowable Fill / 2-Sack Backfill
Trenching Depth ( 0' - 5' Deep) 1,203.5
Asphalt Utility Cut Repair
10/30/2022 10/30/2022
Concrete Utility Cut Repair
Job Site Safety
P:\Engineering Services\Engineering Projects\2026\U26-01 UEP 07\02 LEGAL\2.3 Bid Packet\012.1 UEP 07 WO
Total 8" Pipe = 27.46' + 55.81' = 83.27' ~ (round up) ~ 83.5' Total 6" Pipe = 8.14' + 23.47' + 13.00' + 198.46' + 51.38' + 13.24' + 211.49' + 17.50' + 167.64' + 5.76' + 46.28' + 11.31' + 204.40' + 17.27' + 18.38' + 6.72' + 43.62' + 7.98' + 12.50' + 41.10' = 1,119.64' ~ (round up) ~ 1,120.0' Total Pipe Removed = 27.46' + 55.81' + 13.00' + 17.50' + 12.50' = 126.27' ~ (round up) ~ 126.5' Flowable Fill = 443.00' (6" pipe) + 623.00' (4" pipe) = (π * (6" / 12) ^ 2 * 443') / 27 + (π * (4" / 12) ^ 2 * 623') / 27 = 20.94-cy ~ (round up) ~ 21.0-cy Trench Repair = 83.5' + 1,120.0' = 1,203.50' length >> Width = 4.0' per detail >> 1,203.5' * 4.0' / 9 = 534.9-sf ~ (round up) ~ 535.0-sf Fittings = 12 * (6", 45° bend) + 1 * (8" x 6" cross) + 1 * (6" x 6" cross) + 1 * (8" x 6" tee) + (4 * 6" x 6" tee) = 12 * (39-lbs) + 1 * (98-lbs) + 1 * (79-lbs) + 1 * (81-lbs) + 4 * (68-lbs) = 998.0-lbs
Sketch/Measurements
Calculations
P:\Engineering Services\Engineering Projects\2026\U26-01 UEP 07\02 LEGAL\2.3 Bid Packet\012.1 UEP 07 WO
Water Main
File details come from the government source that posted it. Updated .