17-012.1 WRP02 WO TYP.pdf
PDF 161 KB 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 Water Main Extension project under the 2025-2028 Term Contract, likely issued by a municipal engineering services department. The form is designed for documenting water infrastructure installation work, specifically for WRP 02 Work Order, with checkboxes and sections for various water infrastructure components including DIP Pressure Class 150 pipe, AWWA C-900 DR 18 PVC pipe, tapping saddles, gate valves, fire hydrants, water service connections, and associated utility repairs. The document provides a template for tracking project quantities, unit prices, and specific infrastructure installation details, with space for sketches, measurements, calculations, and contractor verification.
The work order form includes provisions for multiple infrastructure elements such as trenching, utility cut repairs (concrete, asphalt, base rock), erosion/sediment control, traffic control, and job site safety. While no specific quantities or prices are filled in on this template, the form is structured to capture detailed project information including start and completion dates, GIS sketch completion, and mutual verification by city representatives and contractors. The document appears to be part of a standardized process for managing water main extension projects, allowing precise documentation and tracking of infrastructure installation work across multiple potential job sites within a defined contract term.
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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
2025-2028 Term - Water Main Extension - WRP 02 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\2025\U25-08 WRP 02\02 LEGAL\2.3 Bid Packet\012.1 WRP02 WO TYP
Sketch/Measurements
Calculations
P:\Engineering Services\Engineering Projects\2025\U25-08 WRP 02\02 LEGAL\2.3 Bid Packet\012.1 WRP02 WO TYP
File details come from the government source that posted it. Updated .