A02_Revised_Specs_Section_01_10_25.pdf

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INDEX

DIVISION 1 - GENERAL REQUIREMENTS

Para Page No. No.

SECTION 01 10 25 - MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 MOBILIZATION AND DEMOBILIZATION 01 10 25-1

1.2 PUMP STATION 01 10 25-1

1.3 EARTHWORK 01 10 25-1

1.4 STONE PROTECTION 01 10 25-1

1.5 STEEL SHEET PILING 01 10 25-1

1.6 FURNISH AND INSTALL HP PILE POINTS 01 10 25-1

1.7 STEEL H-PILING, FURNISH 01 10 25-2

1.8 STEEL H-PILING, INSTALL 01 10 25-2

1.9 ESTABLISHMENT OF TURF 01 10 25-2

1.10 CARE OF WATER 01 10 25-2

1.11 PERMANENT POWER TO THE SITE 01 10 25-2

1.12 PIPE 01 10 25-2

1.13 MANHOLES 01 10 25-3

1.14 RELIEF WELL OUTLET WORKS (D TYPE) 01 10 25-3

1.15 WELL INSTALLATION 01 10 25-3

1.16 WELL ABANDONMENT 01 10 25-3

1.17 WELL DEVELOPMENT 01 10 25-3

1.18 PUMPING TESTS 01 10 25-3

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

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SECTION 01 10 25 - MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 MOBILIZATION AND DEMOBILIZATION. Payment for costs associated with mobilization and demobilization will be made at the contract job price for "Mobilization and Demobilization", as defined in SECTION 00700, CONTRACT CLAUSE entitled, PAYMENT FOR MOBILIZATION AND DEMOBILIZATION.

1.2 PUMP STATION. Payment for construction of the pump station will be made at the contract job price for "Pump Station", which price and payment shall constitute full compensation for providing all plant, labor, material, and equipment and performing all operations necessary to complete the work specified herein and as shown on the drawings, including clearing, stripping, removals and demolition, geotextile, MSE walls, chain link fence and appurtenances, reinforced concrete, miscellaneous metals, plastic fabricated items, slide gates, hoists and appurtenances, submersible pump and appurtenances, pump station discharge pipe and appurtenances, electrical work, and prefabricated electrical building.

1.3 EARTHWORK. Payment for all costs associated with excavation, spoil, backfill and embankment work associated with construction of the pump station, including any borrow excavation and hauling will be made at the contract job price for “Earthwork”. All work shall be as specified in SECTION

31 22 00 – EARTHWORK.

1.4 STONE PROTECTION.

1.4.1 Measurement. Stone materials will be measured for payment by the ton (2,000 pounds) with final quantities rounded to the nearest whole ton.

Stone weight to be paid for will be determined from certified weight tickets which shall be furnished by the Contractor without additional cost to the Government. A certified weight ticket shall be defined as each truck being weighed empty, and again when loaded and the ticket, identified by the Contractor's name and the contract number, signed by the approved quarry representative with the statement "certified correct". This procedure shall be followed for each load hauled. The Contractor shall initial each ticket to verify the accuracy and completeness of each ticket before submitting it to the Government. Certification stating the scales were tested and approved by the local authority shall be furnished by the Contractor.

1.4.2 Payment. Payment for all costs associated with stone materials will be made at the contract unit price for “Crushed Stone Surfacing”, “1000 lb Topsize Riprap” and “Crushed Stone Bedding” as specified in SECTION 32 22 70 – STONE PROTECTION and as shown on the drawings.

1.5 STEEL SHEET PILING. Payment for all costs associated with furnishing and installing the steel sheet piling will be made at the contract job price for “Steel Sheet Piling” as specified in SECTION 31 41 16 – METAL

SHEET PILING.

1.6 FURNISH AND INSTALL HP PILE POINTS.

1.6.1 Measurement. Measurement for the HP pile points will be each pile point installed.

1.6.2 Payment. Payment for “Furnish and Install HP14 Pile Points” and “Furnish and Install HP12 Pile Points” will be made for all costs associated with furnishing and installing the pile points including preparation of the H-pile as specified in SECTION 31 62 16 - STEEL H-PILES.

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1.7 STEEL H-PILING, FURNISH.

1.7.1 Measurement. Measurement for furnishing and delivering steel H-piles, for the type and lengths specified, will be made by the linear foot for piles delivered at the site of the work.

1.7.2 Payment. Payment for “Steel H Piling, Furnish HP14x117” and “Steel H Piling, Furnish HP12x53”, will be made for costs associated with furnishing and delivering steel H-piles to the site of the work as specified in SECTION 31 62 16 - STEEL H-PILES.

1.8 STEEL H-PILING, INSTALL.

1.8.1 Measurement. Measurement for driving steel H-piles, will be made by the linear foot measured to the nearest tenth of a linear foot, on the basis of lengths along the axis of the pile acceptably in place below the excavation grade elevation. The drive length of the piles shall not include the pile points associated with paragraph 1.6 FURNISH AND INSTALL HP14 PILE POINTS above.

1.8.2 Payment. Payment for “Steel H Piling, Install HP14x117” and “Steel H Piling, Install HP12x53”, will be made for costs associated with driving steel H-pile, handling, cutting off all piles at the cutoff elevations and removing the cutoff portion from the site, completing pile driving records, and any other items incidental to driving the piles as required and as specified in SECTION 31 62 16 - STEEL H-PILES.

1.8.3 Undamaged Pulled Piles. Piles which are pulled at the direction of the Contracting Officer, and found to be in good condition, will be paid for as follows:

(a) The cost of furnishing, delivering and driving prior to direction to pulling pile, will be paid as specified in paragraphs 1.7 and 1.8.2 above.

(b) The cost of pulling and redriving will be paid at the same contract unit price per linear foot as specified in paragraph 1.8.1 above.

1.9 ESTABLISHMENT OF TURF. Payment for all costs associated with the establishment of turf within the construction limits will be made at the contract job price for "Establishment of Turf", which price and payment shall constitute full compensation for furnishing all work specified in SECTION 32 95 00 - ESTABLISHMENT OF TURF and SECTION 31 23 73 – GEOTEXTILE. No payment will be made for any refertilization or reseeding which may be required, and all costs in connection therewith shall be at no expense to the Government.

1.10 CARE OF WATER. Payment for care of water, including piezometers, will be made at the contract job price for “Care of Water”, which price and payment shall constitute full compensation for providing all plant, labor, material and equipment and performing all operation necessary to complete the work as specified in SECTION 02 21 40 – CARE OF WATER and as shown on the drawings.

1.11 PERMANENT POWER TO SITE. Costs as shown on the bid schedule for bid item “Permanent Power to Site” are provided by Ameren and should be used for bidding purposes in this contract. At NTP, the Contractor shall coordinate all project requirements with Ameren and seek any revisions to the originally provided estimate. The Contractor shall submit copies of documentation from Ameren showing the revised estimate to complete the work to the Government within 30 days of installation.

1.12 PIPE. Payment for DIP discharge pipe and RCP collector system pipe will be made at the contract unit price per linear feet for “24” DIP

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Discharge Pipe”, “12” RCP Collector System Pipe” and “24” RCP Collector System Pipe”, which price and payment shall constitute full compensation for providing all plant, labor, material and equipment and performing all operation necessary to complete the work as specified in SECTIONS 03 34 25, 03 15 14, 31 26 11 and as shown on the drawings.

1.13 MANHOLES. Payment for relief well and collector manholes will be made at the contract unit price per each for “Relief Well Manhole (T Type)” and “Collector Manhole (T Type)”, which price and payment shall constitute full compensation for providing all plant, labor, material and equipment and performing all operation necessary to complete the work as specified in SECTIONS 03 34 25, 03 15 14, 31 26 11 and as shown on the drawings.

1.14 RELIEF WELL OUTLET WORKS (D TYPE). Relief well outlet works (D Type) will made at the contract unit price per each for "Relief Well Outlet Works (D Type)”, which prices and payments shall constitute full compensation for word as specified in SECTION 33 27 15 – RELIEF WELLS.

1.15 WELL INSTALLATION. Well installation will made at the contract unit price per each for "Well Installation”, which prices and payments shall constitute full compensation for assembling and installing the well screen, permanent riser pipe, bentonite seal, gravel pack materials, earthwork, concrete, crushed stone, well guards, cover plates, numbering, check valves, survey markers, and attendant hardware as specified in the applicable parts of

SECTION 33 27 15 – RELIEF WELLS; SECTION 03 30 01 – CAST-IN-PLACE CONCRETE;

and as shown on the drawings.

1.16 WELL ABANDONMENT. Wells ordered abandoned by the Contracting Officer before installation of well screen and riser due to no fault of the Contractor will be paid for at the contract unit price per linear foot for base bid items "Well Abandonment (0 – 20 Ft Depth)” and "Well Abandonment (21

– 100 Ft Depth)”, which prices and payments shall constitute full compensation for abandoning the well, as specified in SECTION 33 27 15 – RELIEF WELLS based on the actual well depth. Wells ordered abandoned by the Contracting Officer after installation of well screen and riser due to no fault of the Contractor will be paid for at the applicable contract unit price per linear foot for "Well Screen", "Riser Pipe and Blank Pipe", "Well Abandonment (0 – 20 Ft Depth)” and "Well Abandonment (21 – 100 Ft Depth)” and the contract unit price per linear foot for "Well Drilling", and "Well Installation" and based on the actual number of feet of well screen, and riser pipe actually placed. No payment will be made for placement or replacement of temporary drilling casings or repair of damage resulting from Contractor operations.

1.17 WELL DEVELOPMENT. Well development will be measured for payment for each hour, measured to the nearest 15 minutes, of actual well development successfully performed. Cost for equipment setup and dismantling shall be included in the hourly cost for jetting and airlifting and will not be paid for separately. Well development will be paid for at the contract unit price per hour for base bid and optional bid items "Well Development”, which prices and payments shall constitute full compensation for all costs of plant, labor, materials, and equipment necessary to develop each relief well as specified in

SECTION 33 27 15 – RELIEF WELLS.

1.18 PUMPING TESTS. Pumping tests will be measured for payment for each hour, measured to the nearest 15 minutes, of pumping test successfully performed as specified in SECTION 33 27 15 - RELIEF WELLS, paragraph PUMPING TEST, and as otherwise directed by the Contracting Officer. Payment for pumping tests will be made at the applicable contract unit price per hour for base bid and optional bid items "Pumping Tests”, which prices and payments shall constitute full compensation for all costs necessary to perform satisfactory pumping tests as specified in SECTION 33 27 15 – RELIEF WELLS.

The cost for placing and removal of equipment shall be included in the hourly

01 10 25-4 cost and will not be paid for separately. No payment will be made for pumping tests not successfully completed.

PART 2 – MATERIALS (NOT APPLICABLE)

PART 3 – EXECUTION (NOT APPLICABLE)