Attachment 9 - Statement of Work.pdf

PROJECT LOCATION: 182d Airlift Wing, Illinois Air National Guard 2416 S. Falcon Blvd Peoria, IL 61607-5023

PROJECT TITLE: Utility Valve Replacement

WORK ORDER NUMBER: 201801854

1.0 SCOPE:

1.1

2.0 CLIN 0001, Base Bid, Replace Fire Hydrant & Post Indicator Valves (PIV)

2.1

A.

Hydrant MFR

5-6 US PIPE

See Attachment 4, Installation Details for additional information.

2.2

A.

See Attachment 4, Installation Details for additional information.

3.0 CLIN 0002, Base Bid, ReplaceDomestic Water Valves (DMV) & Hydrants (DMYV)

3.1 Replace In-Ground Box Valves, Box Shafts, and Valve Extention Stems for all valve locations listed below.

Replacements will be with existing manufacturer (CLOW) or equal. Contractor will need to field verify type and size of existing valves. Upon completion the contractor shall demonstrate that each valve is fully operational.

Contractor shall dispose of all unneeded soils and materials. Contractor shall excavate, backfill and replace pavement or grass in areas where valves are located. Contractor shall excavate, backfill and replace asphalt or concrete surfaces in areas where gate valves are located. Contractor will coordinate all work on the water system at least 48 hours in advance through the assigned COR.

Valve and post assembly shall be supplied with handle by contractor.

STATEMENT OF WORK

Contractor shall replace fire hydrant indicated below. Replacements will be with Mueller, Model: FM250WP AWWA-UL-FM, or eqivalent. Hydrant shall have 4-1/2" pumper connection and two 2-1/2" hose connections, with Storz connections. Upon completion the contractor shall demonstrate that each hydrant is fully operational.

Contractor shall dispose of old unneeded soils and materials. Contractor shall excavate, backfill and replace pavement or grass in areas where hydrants are located. Contractor will coordinate all work on the fire water system at least 48 hours in advance with the Fire Department through the assigned COR.

See Attachment 1, Drawing F-1, Fire Water Distribution System for location of existing valve

Contractor shall replace valve and post indicated below. Replacement PIV shall be with Mueller A-2361 gate valve or equivalent. Upon completion the contractor shall demonstrate that each valve is fully operational.

Contractor shall dispose of old unneeded soils and materials. Contractor shall excavate, backfill and reseed areas where PIV's are replaced. Contractor shall excavate, backfill and replace pavement or grass in areas where valves are located. Contractor will coordinate all work on the fire water system at least 48 hours in advance with the Fire Department through the assigned COR.

DATE: June 12, 2020

REPLACE FIRE HYDRANT #5-6

Model

METROPOLITAN 250

Work of this contract comprises of providing all materials, tools, equipment and labor necessary to:

Repair or replace fire hydrants, post indcator valves (PIV), domestic water valves, underground utility valves, and domestic water yard hydrants. Contractor is resonsible for all underground utility locating before excavation. All areas work is condcucted shall be returned to original condition prior to contract closeout.

REPLACE PIV #20.

Existing Make: Clow 2945, known problem: will not move

See Attachment 1, Drawing F-1, Fire Water Distribution System for location of existing valve

A. Size Remarks

DMV 4 4" Valve Extention Broken

DMV 12 2" Key Gone/Valve Stem not seen

DMV 13 2" Valve Extention Broken

DMV 16 4" Valve will not turn - Cap needs work

DMV 18 4" Valve Stem Broken

DMV 29 2-1/2" Valve Extention Broken

DMV 32 2" Valve will not move

DMV 33 4" Valve will not shut

B.

C.

See Attachment 4, Installation Details for additional information.

3.2

A. Remarks

DMYV 2

B.

See Attachment 4, Installation Details for additional information.

4.0 CLIN 0003, Base Bid, Replace Underground Gas Valves (GV)

4.1

Contractor shall replace yard hydrants as indicated below. Replacement will be with WOODFORD, Model S3, Lead Free or equivalent. Upon completion the contractor shall demonstrate that hydrant is fully operational.

Contractor shall dispose of old unneeded soils and materials. Contractor shall excavate, backfill and reseed areas where valves are replaced. Contractor shall excavate, backfill and replace pavement or grass in areas where valves are located. Contractor will coordinate all work at least 48 hours in advance through the assigned COR.

See Attachment 2, Drawing W-1, Domestic Water Distribution System for location of existing valves.

Locate and replace gas valves listed below. Valves will be maximum 3" valves and contractor will have to field verify prior to installation. Upon completion the contractor shall demonstrate that each valve is fully operational.

Contractor shall excavate, backfill and reseed areas where valves are replaced. Contractor shall excavate, backfill and replace pavement or grass in areas where valves are located. Contractor will coordinate all work on the gas system at least 48 hours in advance through the assigned COR.

Valve

Valve

AWWA C500, AWWA C509, AWWA C515, or UL 262. Unless otherwise specified,valves matching requirements of: (1) AWWA C500: Nonrising stem type with double-disc gates and mechanical-joint ends or push-on joint ends compatible for the adjoining pipe, (2) AWWA C509 or AWWA C515:

Nonrising stem type with mechanical-joint ends or resilient-seated gate valves 3 to 12 inches in size, and (3) UL 262: Inside-screw type with operating nut, double-disc or split-wedge type gate, designed for a hydraulic working pressure of 175 psi, and have mechanical-joint ends or push-on joint ends as appropriate for the pipe to which it is joined. Match materials for UL 262 valves to the reference standards specified in AWWA C500. Valves open by counterclockwise rotation of the valve stem.

Stuffing boxes have 0-ring stem seals. Stuffing boxes are bolted and constructed so as to permit easy removal of parts for repair. Use valves with special ends for connection to sleeve-type mechanical coupling in lieu of mechanical-joint ends and push-on joint ends. Provide valve ends and gaskets for connection to sleeve-type mechanical couplings that conform to the requirements specified respectively for the joint or coupling. Where an indicator post is shown, provide an indicator post flange; indicator post flange for AWWA C500, AWWA C509, or AWWA C515 valve is to conform to the requirements of UL 262. Provide valves from one manufacturer. Valves on 3 inch service lines have ends compatible with joining to the pipe used; push-on joint ends or mechanical-joint ends for joining to PVC plastic water main pipe; gaskets and pipe ends, AWWA C111/A21.11.

SPECIFICATION: GATE VALVES

See Attachment 2, Drawing W-1, Domestic Water Distribution System for location of existing valves.

A. Valve Number Size Remarks GV Loop 3 2" Cannot Find - locate and verify operation

B. Valve Number Size Remarks GV 528 2" Above Ground, Will Not Close GV 620-2 1" Full of Water - Could not get key on valve GV 632-2 3" Difficult to open GV 730 1" Valve shut-off broken

C.

D.

E.

See Attachment 4, Installation Details for additional information.

5.0 CLIN 0004, Bid Option 1, Replace Burn Pit Oil/Water Seperator Valves & Pipings

5.1

A. All new piping, fittings, and valve shall be stainless steel

B.

C.

D.

5.2

A.

6.0 CLIN 0005, Base Bid, eCMRA Reporting

6.1

See Attachment 5, Manhole Piping & Valves for additional information.

SPECIFICATION: POLYETHYLENE VALVES

Furnish and install necessary fittings for connection to (2) 6" ductile iron inlets and (1) 3" ductile iron

Gate valve shall have stem and manual actuator located 2" below manhole cover. Contractor to verify exact requirements.

See Attachment 5, Manhole Piping & Valves for additional information.

Remove and replace 12" gate valve and manual actuator in manhole #2. Contractor shall dispose of old materials.

Contractor will coordinate all work at least 48 hours in advance through the assigned COR.

Provide polyethylene valves conforming to ASME B16.40. Polyethylene valves, in sizes 1/2 inch to 6 inches, may be used with polyethylene distribution and service lines, in lieu of steel valves, for underground installation only.

SPECIFICATION: ABOVE GROUND VALVES 2 INCHES & SMALLER

Provide valves 2 inches and smaller conforming to ASME B16.33 of materials and manufacture compatible with system materials used.

See Attachment 3, Drawing G-1, Gas Distribution System for location of existing valves.

Remove and replace all 3" ductile iron pipe (DIP), fittings, and 3" gate valve located in manhole #1. Contractor shall dispose of old materials. Contractor will coordinate all work at least 48 hours in advance through the assigned COR.

This is an informational CLIN: Contractor shall use the Enterprise-Wide Contractor Manpower Reporting Application (eCMRA) IAW AFARS 5137.910. The contractor shall report ALL contractor labor hours (including subcontractor labor hours) required for performance of services provided under this contract via a secure data collection site. The contractor is required to completely fill in all required data fields using the following web address: https://www.ecmra.mil/. Reporting inputs will be for the labor executed during the period of performance during each Government fiscal year (FY), which runs October 1 through September 30. While inputs may be reported any time during the FY, all data shall be reported no later than October 31 of each calendar year. If your contract overlaps two or more fiscal years, please enter the data separately for each year. You may divide the labor hours and labor dollars proportionally based on the length of time spent in each fiscal year. Contractors may direct questions to the help desk at https://www.ecmra.mil/.

7.0 SUBMITTALS

7.1 Summary: This section specifies requirements for handling submittals.

7.2

7.3 Contractor shall submit the following:

A)

B) Material Safety Data Sheets

C)

D)

E) Security Affidavits

F) Product Data

- Fire Hydrants

- Post Indicator Valves

- Water Valves

- Gas Valves

G) O&M Manuals

H)

12.0 SPECIAL REGULATIONS:

12.1

12.1

12.2

12.3

12.4

END OF STATEMENT OF WORK

All work performed must adhere to standards set forth in the Unified Facilities Criteria (UFC) 1-200- 01, DoD Building Code (General Building Requirements) dated 20 June 2016, incorporating Change 2, dated 1 November, 2018. A copy of this UFC has been provided as Attachment 6, Unified Facilities Criteria (UFC) 1-200-01, DoD Building Code (General Building Requirements) dated 20 June 2016, incorporating Change 2, dated 1 November, 2018

The Contractor shall comply with Federal Acquisition Regulation 52.223-3 in regards to hazardous material. Contractor shall identify all hazardous material that will be on-site via the Hazardous Material Identification Worksheet Part 1 (referenced in paragraph 2.1.3 above) Contractor shall submit a Material Safety Data Sheets (MSDS) for all material identified on the Hazardous Material Identification Worksheet Part 1. When the physical work is complete, Contractor shall submit the Hazardous Material Identification Worksheet Part 2. This worksheet shall identify all hazardous materials and associated quantities utilized on-site. Contractor shall remove all excess materials, unused materials, and/or hazardous wastes generated during the contract from the base.

Each contractor, material dealer , and any other person who provides labor, material or services of any kind, or who does work of any kind in connection with this project for any trade, must comply at all times, in all respects with the applicable provision of all federal state, county, and municipal laws, ordinances, and statutes.

The Contractor shall meet all existing Government criteria pertaining to safety, air and water pollution, and noise control.

The Contractor shall comply with OSHA regulations and directives pertaining to safety practices and requirements in so far as they pertain to the Contractor's activities at the base.

General Procedures: Unless noted otherwise, the Contractor is required to submit material submittals for the contract within 10 business days after acceptance of the award (or as directed by the Contracting Officer). Data shall be collected into a single submittal for each element. Submit a minimum of three (3) copies of all data for each submittal along with one (1) copy of the completed AF Form 3000. Identify the line item that corresponds with the "Schedule of Material Submittals" (AF Form 66) for each submittal. Deliver submittals to Contracting Officer's Technical Representative (COTR). Deliver AF Form 3000 to Contracting Officer (KO). The Government will review the material submittals and respond within 10 business days after receipt of the l t d AF F 66

Schedule of work. For project coordination purposes (i.e. among the Contractor, Contracting Officer's Technical Representative, Fire, Safety, Environmental, Security, etc.), the Contractor shall submit a proposed work schedule. The work schedule shall include but not be limited to the following: date for delivery of material/equipment; service start date; number of days service will occur; hours during which service will occur; etc.

Written Guarantee. Submit two copies of written guarantee, signed by the Contractor and Installer agreeing to repair or replace defective materials and workmanship of work for a period of one (1) year, which starts on date of substantial completion as agreed upon by the Contracting Officer (KO).

Contractor Hazardous Material Identification Part 1; Part one is a list and specifications of potential hazardous materials that may be used during the contract.

Contractor Hazardous Material Identification Part 2; Part 2 is a list and specifications of hazardous materials that were actually used during the contract.