4-012.1a WL WO EXAMPLE.pdf
PDF 1 MB Posted
- Attached to
- 26001315 U25-08 WRP 02 Project Manual
- Solicitation number
- 26001315
- Issued by
- Mason County, Texas
About this file
This document is a Work Order form for a 2023-2026 Term Water Main Extension project (WRP01) involving a local water utility infrastructure improvement. The project specifically involves the removal and replacement of a 4" water main with a new 6" water main along an alley south of Tennessee Avenue, situated between M and N Streets. The project is scheduled to start on 6/13/2023 and be completed by 9/01/2023, with a detailed scope of work that includes multiple infrastructure components such as pipe installation, gate valves, fire hydrants, service connections, and associated utility repairs.
The work order includes comprehensive quantity measurements for various infrastructure elements, including 36 linear feet of 12" DIP Pressure Class 150 pipe, 384 linear feet of 6" AWWA C-900 DR 18 PVC pipe, multiple gate valves and boxes, fire hydrants, water service connections, and associated trenching and repair work. The document is prepared for a contractor (listed as Example Construction Company) and includes sections for sketches, measurements, calculations, and quantity verifications by both the city and the contractor, with provisions for tracking specific technical details like pipe dimensions, fittings, and utility cut repairs.
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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 Serive Connection (Long > 20')
Erosion/Sediment Control
Contractor Name (Print):
( x )" Tapping Saddle
Fire Hydrant (≤ 5' Bury Depth) Fire Hydrant Riser (> 5' Water Main Bury Depth) Ductile Iron Fittings
GIS Sketch Complete: ________________
Anchor Coupling / Foster Adapter
( )" Gate Valve & Box (MJxMJ/FL)
Description of work: ____________________________________________________________________
Asphalt Utility Cut Repair
( x )" Tapping Saddle
Unit Price Comment/DescriptionPay Quantities Quantity
( )" AWWA C-900 DR 18 PVC
2023-2026 Term - Water Main Extension - WRP01 Work Order
Start Date:
Completion Date:
Address: __________________
Total
------ ------TOTAL =
( )" DIP Pressure Class 150
( )" AWWA C-900 DR 18 PVC
( )" Pipe Casing ( )
Base Rock Utility Cut Repair
( )" Tapping Sleeve ( )" Tapping Sleeve ( )" Gate Valve & Vault (MJxMJ/FL)
( )" Water Serive Connection (Short ≤ 20')
( )" Gate Valve & Box (MJxMJ/FL)
( ) Traffic Control
Trenching Depth ( Deep) Trenching Depth ( Deep) Conctete Utility Cut Repair
Job Site Safety
Flowable Fill / 2-Sack Backfill
P:\Engineering Services\Engineering Projects\2023\U23‐02 WRP 01\02 LEGAL\2.3 Bid Packet\11.1 WRP01 WO TYP.
jferguson Text Box Tennessee Ave. Alley WL jferguson Text Box 6/13/2023 jferguson Text Box 9/01/2023 jferguson Text Box 9/01/2023 jferguson Text Box 4" Water Main removal and replacement with new 6" Water Main along alley jferguson Text Box south of Tennessee Avenue between 'M' Street and 'N' Street.
jferguson Text Box jferguson Text Box jferguson Text Box jferguson Text Box
AWWA C-900 PVC
jferguson Text Box jferguson Text Box jferguson Text Box jferguson Text Box jferguson Text Box jferguson Text Box 0' - 5' jferguson Text Box Removal & Disposal of Existing Utility Mains jferguson Text Box Flowable Fill For Ex. Pipe Abandoned In Place jferguson Text Box Alley jferguson Text Box Local jferguson Text Box jferguson Text Box jferguson Text Box jferguson Text Box jferguson Text Box jferguson Text Box jferguson Text Box jferguson Text Box jferguson Text Box jferguson Text Box jferguson Text Box jferguson Text Box 1.5 jferguson Text Box jferguson Text Box jferguson Text Box jferguson Text Box jferguson Text Box jferguson Text Box jferguson Text Box 9/01/2023 jferguson Text Box 9/01/2023 jferguson Text Box jferguson Text Box jferguson Text Box Example Construction Company
Sketch/Measurements
Calculations
P:\Engineering Services\Engineering Projects\2023\U23‐02 WRP 01\02 LEGAL\2.3 Bid Packet\11.1 WRP01 WO TYP.
jferguson Text Box Total 12" Pipe = 20' + 5' + 5' + 3' + 3' = 36.0' Total 6" Pipe = 340' + 20' + 5' + 5' + 7' + 7' = 384.0' Total Pipe Removed = 342.0' Total 12" Pipe Abandoned = 30' + 2' + 2' = 34.0', Total 6" Pipe Abandoned = 30' + 5' + 5' = 40.0' Flowable Fill Abandoned Pipe = 34' (12" pipe) + 40' (6" pipe) = (π * ((12" / 12) / 2) ^ 2 * 34') / 27 + (π * ((6" / 12) / 2) ^ 2 * 40') / 27 = 1.3-cy ~ (round up) ~ 1.5-cy Fittings = 1 * (12"x6" Bend) + 1 * (6" Cross) + 4 * (12" 45° Bend) + 4 * (6" 45° Bend) = 1 * (119-lbs) + 1 * (79-lbs) + 4 * (102-lbs) + 4 * (39-lbs) = 762-lbs Concrete Trench Repair = Length = 5' + 5' = 10.0' >> Width = 4.0' per detail >> 10' * 4' / 9 = 4.44-sy ~ (round up) ~ 5.0-sy Asphalt Trench Repair = Length = 30' + 5' + 5' + 30' + 7' +7' + 6' = 90.0' >> Width = 4.0' per detail >> 90' * 4' / 9 = 40.0-sy
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