Am_0002_Specs.pdf
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- Solicitation number
- W9128F23R0048
About this file
This solicitation requests proposals for a parking lot construction project at Offutt Air Force Base in Nebraska. The project includes grading, removal of light poles and trees, concrete pavement, electrical utility work for parking lot lighting, installation of parking lot lights, pavement striping, and a passive vehicle intrusion system. The contractor must commence work within 10 days of notice to proceed and complete the project within 450 calendar days, with liquidated damages for delays. Performance and payment bonds are required. The solicitation is restricted to economically disadvantaged women-owned small businesses. The construction costs are estimated between $1 million to $5 million. Proposals are due by July 19, 2023 at 2 PM Central Time. The solicitation documents are available through the System for Award Management Contract Opportunities website.
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| File | Type | Posted |
|---|---|---|
| W9128F23R0048-0004.pdf | ||
| W9128F23R0048-0003.pdf | ||
| Am_0002_Dwgs.pdf | ||
| W9128F23R0048-0002.pdf | ||
| W9128F23R0048-0001.pdf | ||
| SPECS_W9128F23R0048.pdf | ||
| W9128F23R0048.pdf | ||
| OF69 - ADVERTISEMENT-reduced.pdf |
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NKO Campus Parking Lot - Offutt AFB, NE OF69
SECTION TABLE OF CONTENTS
DIVISION 33 - UTILITIES
SECTION 33 51 15
NATURAL-GAS / LIQUEFIED PETROLEUM GAS DISTRIBUTION PIPELINES
08/19
PART 1 GENERAL
1.1 SUMMARY
1.2 REFERENCES
1.3 SUBMITTALS
1.4 QUALITY ASSURANCE
1.4.1 Qualifications
1.4.1.1 Jointing of Plastic Piping
1.4.2 Pre-Installation Conference
1.4.2.1 Shop Drawings
1.4.2.2 Connecting and Abandonment Plan
1.5 DELIVERY, STORAGE, AND HANDLING
1.5.1 Delivery and Storage
1.5.2 Handling
1.6 EXTRA MATERIALS
PART 2 PRODUCTS
2.1 PLASTIC PIPE, TUBING, FITTINGS AND JOINTS
2.1.1 Polyethylene Gas Pressure Pipe, Tubing, and Fittings
2.2 IDENTIFICATION
2.3 ELECTRICALLY ISOLATED JOINT MATERIALS
PART 3 EXECUTION
3.1 EXAMINATION
3.2 EXCAVATION AND BACKFILLING
3.3 GAS MAINS
3.4 WORKMANSHIP AND DEFECTS
3.5 INSTALLATION
3.5.1 Installing Pipe Underground
3.6 PIPE JOINTS
3.6.1 Plastic Pipe Jointing Procedures
3.7 DRIPS
3.8 CONNECTIONS TO EXISTING LINES
3.8.1 Connection to Government Owned/Operated Gas Lines
3.9 TESTS
3.9.1 Destructive Tests of Plastic Pipe Joints
3.9.2 Pressure and Leak Tests
3.9.2.1 Test Pressure
3.9.2.2 Test Performance
3.9.3 Meter Test
3.10 NATURAL GAS COMPRESSORS
3.11 MAINTENANCE
3.11.1 Gas Distribution System and Equipment Operation
3.11.2 Gas Distribution System Maintenance
SECTION 33 51 15 Page 1
3.11.3 Gas Distribution Equipment Maintenance
-- End of Section Table of Contents --
SECTION 33 51 15 Page 2
SECTION 33 51 15
NATURAL-GAS / LIQUEFIED PETROLEUM GAS DISTRIBUTION PIPELINES
08/19
PART 1 GENERAL
1.1 SUMMARY
The gas distribution pipeline includes piping that conveys natural gas .
The distribution pipeline, which must comply with 49 CFR 192 , terminates at the isolation valve, service pressure regulator, or meter, whichever is the most downstream component before serving the facility gas piping.
Section 31 10 00 SITE CLEARING, applies to this section unless otherwise specified.
1.2 REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.
AMERICAN GAS ASSOCIATION (AGA)
AGA XR0603 (2006; 8th Ed) AGA Plastic Pipe Manual for Gas Service
AMERICAN PETROLEUM INSTITUTE (API)
API RP 686 (2009) Recommended Practice for Machinery Installation and Installation Design
AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)
ASME B31.8 (2022; Supplement 2022) Gas Transmission and Distribution Piping Systems
ASTM INTERNATIONAL (ASTM)
ASTM D2513 (2018a) Standard Specification for Polyethylene (PE) Gas Pressure Pipe, Tubing, and Fittings
ASTM D2774 (2021) Underground Installation of Thermoplastic Pressure Piping
ASTM D3261 (2016) Standard Specification for Butt Heat Fusion Polyethylene (PE) Plastic Fittings for Polyethylene (PE) Plastic Pipe and Tubing
ASTM D3350 (2021) Polyethylene Plastics Pipe and Fittings Materials
ASTM F1055 (2016; R 2022a) Standard Specification for Electrofusion Type Polyethylene Fittings
SECTION 33 51 15 Page 3 for Outside Diameter Controlled Polyethylene and Crosslinked Polyethylene (PEX)Pipe and Tubing
ASTM F1948 (2015) Standard Specification for Metallic Fittings for Use on Outside Diameter Controlled Thermoplastic Gas Distribution Pipe and Tubing
ASTM F2164 (2018) Standard Practice for Field Leak Testing of Polyethylene (PE) and Crosslinked Polyethylene (PEX) Pressure Piping Systems Using Hydrostatic Pressure
ASTM F2620 (2020a; E 2021) Standard Practice for Heat Fusion Joining of Polyethylene Pipe and Fittings
ASTM F2786 (2010) Standard Practice for Field Leak Testing of Polyethylene (PE) Pressure Piping Systems Using Gaseous Media Under Pressure (Pneumatic Leak Testing)
ASTM F2897 (2015a) Standard Specification for Tracking and Traceability Encoding System of Natural Gas Distribution Components (Pipe, Tubing, Fittings, Valves, and Appurtenances)
U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)
49 CFR 192 Transportation of Natural and Other Gas by Pipeline: Minimum Federal Safety Standards
1.3 SUBMITTALS
Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.
Submit the following in accordance with Section 01 33 00 SUBMITTAL
PROCEDURES:
SD-02 Shop Drawings
Pipe, Fittings, and Associated Materials
SD-03 Product Data
Materials and Equipment; G , DO
Spare Parts; G DO
SD-05 Design Data
Connections to Existing Lines; G , DO
SECTION 33 51 15 Page 4
SD-06 Test Reports
Pressure and Leak Tests
SD-07 Certificates
Welder's training and qualifications
Jointing of Plastic Piping
Utility Work
SD-08 Manufacturer's Instructions
EFV Design and Installation Guide
SD-10 Operation and Maintenance Data
Gas Distribution System and Equipment Operation; G , RO
Gas Distribution System Maintenance; G , RO
Gas Distribution Equipment Maintenance; G , RO
1.4 QUALITY ASSURANCE
1.4.1 Qualifications
1.4.1.1 Jointing of Plastic Piping
a. Join piping by performance qualified plastic pipe joiners, qualified by a person who has been trained and certified by the manufacturer of the pipe, using manufacturer's pre-qualified joining procedures that have been tested in accordance with 49 CFR 192 Subpart F. Inspect joints by an inspector qualified in the joining procedures being used.
b. Submit manufacturer's pre-qualified joining procedures and the results of testing performed to 49 CFR 192 Section 283.
c. Plastic pipe joiners must be re-qualified at the beginning of each project by making specimen joints using the approve procedures and having those joints inspected by a qualified inspector and tested in accordance with 49 CFR 192 Section 285.
d. Submit a certificate of qualified jointing procedures, training procedures, qualifications of trainer, and training test results for joiners and inspectors. Notify the Contracting Officer at least 24 hours in advance of the date to qualify joiners and inspectors.
1.4.2 Pre-Installation Conference
1.4.2.1 Shop Drawings
Submit shop drawings, within 30 days of contract award, containing complete schematic and piping diagrams and any other details required to demonstrate that the system has been coordinated and functions properly as a unit. Show on the drawings proposed layout and anchorage of the system and appurtenances, and equipment relationship to other parts of the work including clearances for maintenance and operation.
SECTION 33 51 15 Page 5
1.4.2.2 Connecting and Abandonment Plan
Submit written notification of the method and schedule for making connections to existing gas lines, to the Contracting Officer at least 10 days in advance. Include gas line tie in, hot taps, abandonment/removal or demolition, purging, and plugging as applicable. ASME B31.8 may be used to help develop these plans, but the connection and abandonment must comply with 49 CFR 192 . Include in submittal connections to existing lines.
1.5 DELIVERY, STORAGE, AND HANDLING
1.5.1 Delivery and Storage
Inspect materials delivered to the site for damage, and store with a minimum of handling. Store materials on site in enclosures or under protective coverings. Store plastic piping under cover out of direct sunlight. Do not store materials directly on the ground. Keep inside of pipes and fittings free of dirt and debris.
1.5.2 Handling
Handle pipe and components carefully to ensure a sound, undamaged condition. Take particular care not to damage pipe coating. Repair damaged coatings to original finish. Do not place pipe or material of any kind inside another pipe or fitting after the coating has been applied, except as specified in paragraph INSTALLATION. Handle coated steel piping in accordance with its listing and the manufacturer's written procedures.
Handle plastic pipe in conformance with AGA XR0603.
1.6 EXTRA MATERIALS
Submit spare parts data for each different item of equipment and material specified, after approval of the detail shop drawings and not later than 1 months prior to the date of beneficial occupancy. Include in the data a complete list of parts and supplies, with current unit prices and source of supply.
PART 2 PRODUCTS
2.1 PLASTIC PIPE, TUBING, FITTINGS AND JOINTS
2.1.1 Polyethylene Gas Pressure Pipe, Tubing, and Fittings
Provide polyethylene (PE) pipe, tubing, fittings conforming to ASTM D2513, as specified in 49 CFR 192 Appendix B and manufactured using material that complies with ASTM D3350. Pipe wall thickness must comply with the Standard Dimension Ratio, SDR-11, or lower value, meaning thicker wall.
The Hydrostatic Design Basis (HDB) of the selected PE material must exceed the Maximum Allowable Operating Pressure (MAOP), at the anticipated operating temperature of the system in which it is installed. Mark pipe, tubing, and fittings as required by ASTM D2513 and with traceability code per ASTM F2897.
Provide polyethylene fittings that are constructed of polyethylene of the same material classification and SDR as the connecting pipe, and comply with ASTM D2513. Provide fittings with butt-type fusion fittings complying with ASTM D3261or electrofusion-type fittings complying with
ASTM F1055.
SECTION 33 51 15 Page 6
Where mechanical fittings are specified on the engineering drawings, provide mechanical fittings that comply with ASTM F1948 and are category 1 for pressure integrity, gas tightness, and provide pull-out resistance equivalent to the pipe strength.
Provide heat fusion joints complying with ASTM F2620 and the manufacturer's written procedure approved by the contracting officer.
Electro fusion joints fittings must comply with ASTM F1055 and the manufacturer's written procedure approved by the contracting officer.
Perform underground installations in conformance with ASTM D2774.
2.2 IDENTIFICATION
Provide pipe flow markings and metal tags for each valve, meter, and regulator as required by the Contracting Officer.
2.3 ELECTRICALLY ISOLATED JOINT MATERIALS
Provide insulating joint materials between flanged or threaded metallic pipe systems to electrically isolate piping that is protected by cathodic protection systems. Devices must comply with NACE requirements.
PART 3 EXECUTION
3.1 EXAMINATION
After becoming familiar with all details of the work, verify all dimensions in the field, and advise the Contracting Officer of any discrepancy before performing the work.
3.2 EXCAVATION AND BACKFILLING
Earthwork is as specified in Section 31 00 00 EARTHWORK.
3.3 GAS MAINS
Provide polyethylene pipe for underground service..
3.4 WORKMANSHIP AND DEFECTS
Ensure pipe, tubing, and fittings are clear and free of cutting burrs and defects in structure or threading, and thoroughly brushed and blown free of chips and scale. Do not repair, but replace defective pipe, tubing, or fittings.
3.5 INSTALLATION
Install gas distribution system and equipment in conformance with the manufacturer's recommendations and applicable sections of 49 CFR 192 .
3.5.1 Installing Pipe Underground
Grade gas mains and service lines as indicated. Grade service lines so as to drain back to the main or into drips as indicated. Provide mains with 24 inch minimum cover; service lines with 18 inch minimum cover; and place both mains and service lines on firmly compacted select material for the
SECTION 33 51 15 Page 7 full length.
Where indicated, encase, bridge, or design the main to withstand any anticipated external loads as specified in 49 CFR 192 . Excavate the trench below pipe grade, bed with bank sand, and compact to provide full-length bearing. Laying pipe on blocks to produce uniform grade is not permitted. Ensure that the pipe is clean inside before it is lowered into the trench and keep free of water, soil, and all other foreign matter that might damage or obstruct the operation of the valves, regulators, meters, or other equipment. When work is not in progress, securely close open ends of pipe or fittings with expandable plugs or other suitable means. Minor changes in line or gradient of pipe that can be accomplished through the natural flexibility of the pipe material without producing permanent deformation and without overstressing joints may be made when approved.
Make changes in line or gradient that exceed the limitations specified with fittings. When cathodic protection is furnished, provide electrically insulated joints or flanges.
When polyethylene piping is installed underground and not encased in a metallic casing, place a tracer wire or other electrically conductive element above the pipe in accordance with 49 CFR 192 to permit locating with underground detection devices. After laying of pipe and testing, backfill the trench in accordance with Section 31 00 00 EARTHWORK, and in a manner provides firm support under the pipe and prevents damage to the pipe and pipe coating from equipment or from the backfill material.
3.6 PIPE JOINTS
Provide pipe joints complying with the requirements of 49 CFR 192 , Subpart E for welding of steel pipelines and Subpart F for joints other than welding. Design and install pipe joints to effectively sustain the longitudinal pullout forces and thrust forces caused by the contraction and expansion of piping or superimposed loads. Make each joint in accordance with the submitted and approved written joining procedure that has been proven to produce strong, gas-tight joints. Each joint must be inspected by the approved inspector.
3.6.1 Plastic Pipe Jointing Procedures
Use jointing procedures that have been submitted and approved for this project. Joints in plastic pipe must be made by the qualified personnel submitted and approved for this project, who have the requalification requirements of 49 CFR 192 , Section 285. Each joint made must be inspected by the qualified inspector that was submitted and approved for this project.
Heat fusion joining of plastic pipe or fittings made from different plastic resins by classification or by manufacturer are not allowed. If heat fusion joining of similar polyethylene resin classification is required in pipe made by different manufacturers, the procedure must be qualified by test in accordance with 49 CFR 192 , Section 283 requirements and AGA XR0603. The personnel making these joints must be qualified using this procedure in accordance with 49 CFR 192 , Section 285 requirements.
Submit all data: written procedure, test specimens, test results, inspection reports, etc. to show complete jointing qualification per 49 CFR 192 requirements to the COR.
SECTION 33 51 15 Page 8
Where joining procedures for plastic pipes by heat fusion cannot be properly qualified, an alternative connection method must be used.
3.7 DRIPS
Install drips conforming to the details, provide commercial units of approved type and capacity. Connect a blow off pipe 1-1/4 inches or larger to each drip at its lowest point and extend to or near the ground surface at a convenient location away from traffic. Provide a reducing fitting for each discharge at each drip terminal (outlet), a plug valve, and a 1/2 inch nipple turned down. Locate the discharge terminal (outlet) inside a length of 12 inches or larger vitrified clay pipe, concrete sewer pipe or concrete terminal box set vertically on a bed of coarse gravel 1 foot thick and3 feet square, and closed at the ground surface with a suitable replacement cover.
3.8 CONNECTIONS TO EXISTING LINES
Make connections between new work and existing gas lines, where required, in accordance with 49 CFR 192 , using proper fittings to suit the actual conditions. When connections are made by tapping into a gas main, provide the same size connecting fittings as the pipe being connected.
3.8.1 Connection to Government Owned/Operated Gas Lines
Provide connections to the existing gas lines in accordance with approved procedures. Only perform deactivation of any portion of the existing system at the valve location indicated. Reactivation of any existing gas lines will only be done by the Operating Agency. Submit the approved Connection and Abandonment Plan that is compliant with the requirements of 49 CFR 192 , Section 727 prior to making any connections to existing gas lines, manicure the Operating Agency's required procedures which may be obtained from the COR. Notify the Contracting Officer, in writing, 10 days before connections to existing lines are to be made.
For each pipeline that is to be abandoned in place, submit the approved Connection and Abandonment Plan that is compliant with the requirements of 49 CFR 192 , Section 727. Ensure the following steps are taken at a minimum:
a. For each pipeline that is to be abandoned in place, physically disconnect that from all sources of gas. Purge, cap, plug or otherwise effectively seal the open ends of all abandoned pipelines.
Do not complete abandonment until it has been determined that the volume of gas or condensed hydrocarbons contained within the abandoned section poses no potential hazard. Use air or inert gas for purging, or fill the facility with water or other inert material. If air is used for purging, ensure that a combustible mixture is not present after purging.
b. When a main is abandoned, together with the service lines connected to it, seal the disconnected end of the main and seal the customer's end of each service line as stipulated above.
c. Where service lines are to be abandoned in place, disconnect the abandoned service lines from the active mains as close to the main as practicable. 49 CFR 192 does not require individual service lines to be sealed.
SECTION 33 51 15 Page 9
d. Close all valves left in the abandoned segment.
e. Remove all above grade valves, risers, and vault and valve box covers. Fill vault and valve box voids with suitable compacted backfill material.
3.9 TESTS
3.9.1 Destructive Tests of Plastic Pipe Joints
Prior to making heat fusion joints in plastic pipelines, make a joint of each size and type to be installed that day by each person performing joining of plastic pipe that day and destructively test. Make the specimen joint per the approved written procedure. Cut at least 3 longitudinal straps from each joint. Visually examine each strap for voids or discontinuities on the cut surfaces of the joint area. Deform each of the 3 straps by bending, torque, or impact. Failures are not permitted in the joint area. If a joint fails the visual or deformation test, the qualified joiner who made that joint is not allowed to make further field joints in plastic pipe on this job until that joiner has been retrained and re-qualified. Record and submit the results of the destructive tests including the date and time of the tests, size and type of the joints, ambient conditions, fusion iron temperature and names of inspectors and joiners.
3.9.2 Pressure and Leak Tests
Test the system of gas mains and service lines after construction and before being placed in service, using a test pressure and test medium approved in 49 CFR 192 Subpart J for the applicable conditions of construction. In the event of conflict between the contract test pressure and medium and the test requirements of 49 CFR 192 , refer conflict to the COR before continuing with testing. Follow all testing recommendations and safety precautions as recommended by the piping manufacturer's specifications and 49 CFR 192 . Follow a written test procedure that ensures all potentially hazardous leaks are discovered. Submit data in booklet form from all pressure tests of the distribution system.
3.9.2.1 Test Pressure
Test each segment of the installed pipeline at the test pressure listed below for the applicable installation:
a. For plastic mains and service lines, leak test in accordance with 49 CFR 192 , Section 513. Leak test to a pressure at least 150% of the Maximum Allowable Operating Pressure (MAOP) or 50 psig, whichever is greater. Where a compressible gas is used as the test medium, perform pneumatic leak testing of polyethylene (PE) piping in accordance with ASTM F2786 observing the determination of Maximum Test Pressure, which is calculated using the PE material hydrostatic design stress, the pipe temperature reduction factor and the leak test duration factor.
Submit a test procedure that identifies the MAOP of the pipeline, the temperature dependent maximum test pressure, and a step by step procedure for increasing the pipeline pressure as detailed in ASTM F2786 for pneumatic testing or ASTM F2164 for hydrostatic testing. From the beginning of pipeline pressurization to the depressurization of the pipeline the time duration must not exceed 8
SECTION 33 51 15 Page 10 hours. If testing must be restarted after maximum test pressure has been reached, depressurize the pipeline for a minimum of 8 hours before restart of pipeline pressurization.
3.9.2.2 Test Performance
Perform testing as follows:
a. Prior to testing the system, blow-out, clean, and clear the interior of all foreign materials. Remove all meters, regulators, and controls before blowing out and cleaning, and reinstall after clearing of all foreign materials.
b. Perform testing of gas mains and service lines with due regard for the safety of employees and the public during the test. Keep persons not working on the test operations out of the testing area during testing. Perform the test on the system as a whole or on sections that can be isolated.
c. Test joints in sections prior to backfilling when trenches are to be backfilled before the completion of other pipeline sections. Continue the test for at least 24 hours from the time of the initial readings to the final readings of pressure and temperature. Do not take the initial test readings of the instrument for at least 1 hour after the pipe has been subjected to the full test pressure. Do not take initial or final readings at times of rapid changes in atmospheric conditions, and temperatures are representative of the actual trench conditions. No indication of reduction of pressure is allowed during the test after corrections have been made for changes in atmospheric conditions in conformity with the relationship T(1)P(2)=T(2)P(1), in which T and P denote absolute temperature and pressure, respectively, and the numbers denote initial and final readings.
d. During the test, completely isolate the the entire system from all compressors and other sources of air pressure. Test each joint by means of soap and water or an equivalent nonflammable solution prior to backfilling or concealing any work. Secure approval of testing instruments from the Contracting Officer. Furnish all labor, materials and equipment for conducting the tests subject to inspection at all times during the tests. Maintain safety precautions for air pressure testing at all times during the tests.
3.9.3 Meter Test
Test meter to verify data transfer to data collection server and validate calibration of both meter and the data that is received by the data collection server.
3.10 NATURAL GAS COMPRESSORS
Natural gas compressors must be installed in accordance with all manufacturer's procedures and recommendation. Installations must comply with the design drawings and API RP 686 .
3.11 MAINTENANCE
Submit operation and maintenance data in accordance with Section 01 78 23 OPERATION AND MAINTENANCE DATA, in three separate packages. Submit Data packages, as specified.
SECTION 33 51 15 Page 11
3.11.1 Gas Distribution System and Equipment Operation
Include maps showing piping layout, locations of system valves, gas line markers and cathodic protection system test stations; step-by-step procedures for system start up, operation and shutdown (index system components and equipment to the system maps); isolation procedures including valve operation to shutdown or isolate each section of the system (index valves to the system maps and provide separate procedures for normal operation and emergency shutdown if required to be different).
Submit Data Package No. 4 per Section 01 78 23.
3.11.2 Gas Distribution System Maintenance
Include maintenance procedures and frequency for system and equipment;
identification of pipe materials and manufacturer by locations, pipe repair procedures, and jointing procedures at transitions to other piping material or material from a different manufacturer. Submit Data Package No. 4 per Section 01 78 23.
3.11.3 Gas Distribution Equipment Maintenance
Include identification of valves and other equipment by materials, manufacturer, vendor identification and location; maintenance procedures and recommended tool kits for valves and equipment; recommended repair methods (i.e., field repair, factory repair, or replacement) for each valve and piece of equipment; and preventive maintenance procedures, possible failure modes and troubleshooting guide. Submit Data Package No.
3 per Section 01 78 23.
-- End of Section --
SECTION 33 51 15 Page 12
File details come from the government source that posted it. Updated .