01 22 00.00 10 - 9-13-2022.pdf

Green Brook Flood Risk Management Project Segments C2&H Contract 2

SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 BASE CONTRACT

1.1.1 Lump Sum Payment Items

Payment items for the work of the Base Contract for which contract job payments will be made are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.1.1.1 Bid Item 0001 - Mobilization and Demobilization

1.1.1.1.1 Payment

All costs connected with the mobilization and demobilization of the Contractor's personnel, equipment, supplies, and materials will be paid for the contract lump sum price for this item. 60 percent of the lump sum price will be paid to the Contractor upon completion of his mobilization to the work site. The remaining 40 percent will be included in the final payment for work under this contract.

In the event that the Contracting Officer and/or his representative (COR) considers that the amount in this item which represents mobilization (60%) does not bear a reasonable relation to the cost of work in this contract, the Contracting Officer may require the Contractor to produce cost data to justify this portion of his bid. Failure to justify such price to the satisfaction of the Contracting Officer/COR, will result in payment, upon completion of mobilization, of actual mobilization costs as determined from the cost data submitted by the Contractor. Payment for the remainder of this item will be included in final payment for work under this contract. The determination of the Contracting Officer/COR is not subject to appeal.

1.1.1.1.2 Unit of Measure

Unit of measure: Job.

1.1.1.2 Bid Item 0002 - Maintenance of Traffic

1.1.1.2.1 Payment

All work to obtain permits and to detour, maintain and protect traffic and the public during construction of flood gate closures, utility relocations and repaving on South Lincoln Ave.

1.1.1.2.2 Unit of Measure

Unit of Measure: Job.

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1.1.1.3 Bid Item 0003 - South Lincoln Ave Paving

1.1.1.3.1 Payment

All work to demolish and restore of South Lincoln Ave following construction of flood gates on each side of Bound Brook, including but not limited to paving, sidewalks, curbs, gutters, guardrails.

1.1.1.3.2 Unit of Measure

Unit of Measure: Job.

1.1.1.4 Bid Item 0004 - Micropile Load Verification Tests

1.1.1.4.1 Payment

All labor, equipment and material to install two micropiles where indicated on the drawings, perform the specified load tests and provide a report.

1.1.1.4.2 Unit of Measure

Unit of Measure: Job.

1.1.1.5 Bid Item 0005 - Floodwall

1.1.1.5.1 Payment

All labor, equipment and materials to construct approximately 576 ft of concrete floodwall in Segment H between STA 62+69 and STA 68+45 and in Segment C2 between STA 33+97 and STA 35+78, including but not limited to excavation, shoring, dewatering, backfilling, compaction, embedments for rolling closure gates but excluding the rolling closure gates, micropiles and sheet pile cut-off walls.

1.1.1.5.2 Unit of Measure

Unit of Measure: Job.

1.1.1.6 Bid Item 0006 - Rolling Closure Gates

1.1.1.6.1 Payment

All labor, equipment and material for constructing the rolling closure gates in Segment C2 and in Segment H across South Lincoln Ave, including but not limited to fabrication, installation and acceptance testing.

1.1.1.6.2 Unit of Measure

Unit of Measure: Job.

1.1.1.7 Bid Item 0007 - Scour Protection and Armor at South Lincoln Ave Culverts

1.1.1.7.1 Payment

All labor, equipment and material for excavating and placing scour protection armor in the stream and on the banks of Bound Brook upstream, downstream and within the culverts that carry South Lincoln Ave over Bound Brook. 1.1.1.7.2 Unit of Measure

Unit of Measure: Job.

1.1.1.8 Bid Item 0008 - PSE&G Gas Line Relocations

1.1.1.8.1 Payment

Coordinate with utility owner to design, disconnect, remove, reinstall or

SECTION 01 22 00.00 10 Page 2 install new underground gas line and provide temporary service if necessary to allow installation of floodwall gate monoliths and rolling closure gates across South Lincoln Ave in both Segment C2 and Segment H.

Amount shall include all material, labor, equipment and fees to complete the work. Allowance amount of $200,000 to be included in bid and not changed. Actual payment will be based on actual costs.

1.1.1.8.2 Unit of Measure

Unit of Measure: Job

1.1.1.9 Bid Item 0009 - PSE&G Overhead Electric Line Relocations

1.1.1.9.1 Payment

Coordinate with utility owner to design, disconnect, remove, reinstall or install new overhead electric lines and provide temporary service if necessary to allow installation of floodwall gate monoliths and rolling closure gates across South Lincoln Ave in both Segment C2 and Segment H.

Amount shall include all material, labor, equipment and fees to complete the work. Allowance amount of $200,000 to be included in bid and not changed. Actual payment will be based on actual costs.

1.1.1.9.2 Unit of Measure

Unit of Measure: Job.

1.1.1.10 Bid Item 0010 - Verizon Overhead Communications Lines Relocations

1.1.1.10.1 Payment

Coordinate with utility owner to design, disconnect, remove, reinstall or install new overhead communications lines and provide temporary service if necessary to allow installation of floodwall gate monoliths and rolling closure gates across South Lincoln Ave in both Segment C2 and Segment H.

Amount shall include all material, labor, equipment and fees to complete the work. Allowance amount of $100,000 to be included in bid and not changed. Actual payment will be based on actual costs.

1.1.1.10.2 Unit of Measure

Unit of Measure: Job.

1.1.1.11 Bid Item 0011 - New Jersey American Water Line Relocations

1.1.1.11.1 Payment

Coordinate with utility owner to design, disconnect, remove, reinstall or install new underground water lines and provide temporary service if necessary to allow installation of floodwall gate monoliths and rolling closure gates flood gate monoliths across South Lincoln Ave in both Segment C2 and Segment H. Amount shall include all material, labor, equipment and fees to complete the work. Allowance amount of $200,000 to be included in bid and not changed. Actual payment will be based on actual costs.

1.1.1.11.2 Unit of Measure

Unit of Measure: Job.

1.1.1.12 Bid Item 0012 - Middlesex Borough Sanitary Sewer Line Relocation

1.1.1.12.1 Payment

Coordinate with utility owner to design, disconnect, remove, reinstall or install new underground sanitary sewer line and provide temporary service if necessary to allow installation of floodwall gate monoliths and rolling

SECTION 01 22 00.00 10 Page 3 closure gates across South Lincoln Ave in both Segment C2 and Segment H.

Amount shall include all material, labor, equipment and fees to complete the work. Allowance amount of $200,000 to be included in bid and not changed. Actual payment will be based on actual costs.

1.1.1.12.2 Unit of Measure

Unit of Measure: Job.Text

1.1.1.13 Bid Item 0013 - Demolition of Residential Structure, Basement, Porches, Garage, Pavements, All Appurtenances and Disconnection and Capping of All Utilities On Block 252 Lot 18

1.1.1.13.1 Payment

All labor, equipment and material for demolishing and disposing of approximately 30 ft x 40 ft two story residential structure and basement, approximately 10 ft x 21 ft roof with porch, approximately 20 ft x 20 ft garage, all pavements, trees, landscaping and appurtenances on Block 252 Lot 18, including inspection for hazardous materials (asbestos and lead paint) prior to demolition. Removal and disposal of hazardous materials, if present, will be paid for under other unit price payment items.

1.1.1.13.2 Unit of Measure

Job.

1.1.1.14 Bid Item 0014 - Residential Structure Demolition Up To 2,000 SF

1.1.1.14.1 Payment

All labor, equipment and material for demolishing and disposing of one or two story residential structure up to and including 2,000 sf total, exclusive of basement floor, attached porches and decks areas. Price includes demolition of concrete basement walls and floor slab, attached porches and decks, backfilling and compaction of basement excavation and inspection for hazardous materials (asbestos and lead paint) prior to demolition. Removal and disposal of hazardous materials, if present, will be paid for under other unit price payment items.

1.1.1.14.2 Unit of Measure

Job.

1.1.1.15 Bid Item 0015 - Residential Structure Demolition Up To 3,000 SF

1.1.1.15.1 Payment

All labor, equipment and material for demolishing and disposing of one or two story residential structure up to and including 3,000 sf total, exclusive of basement floor, attached porches and decks areas. Price includes demolition of concrete basement walls and floor slab, attached porches and decks, backfilling and compaction of basement excavation and inspection for hazardous materials (asbestos and lead paint) prior to demolition. Removal and disposal of hazardous materials, if present, will be paid for under other unit price payment items.

1.1.1.15.2 Unit of Measure

Job.

1.1.1.16 Bid Item 0016 - Residential Underground Fuel Tank Removal Up To 2,000 Gallons

1.1.1.16.1 Payment

All labor, equipment and material for excavating, removing and disposing

SECTION 01 22 00.00 10 Page 4 of underground fuel tank up to 2,000 gallons size in accordance with all local, state and federal regulations. Price includes inspection and testing of surrounding soil for contamination. Price does not include remediation of contaminated soil, if present.

1.1.1.16.2 Unit of Measure

Job.

1.1.2 Unit Price Payment Items

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the BIDDING SCHEDULE and described below. The unit price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.1.2.1 Bid Item 0017 - Sheet Pile Cut-Off Wall

1.1.2.1.1 Payment

All labor, equipment and material to install sheet pile in Segment C2 beneath concrete floodwall monoliths between STA 34+77 and STA 35+78 and in levee embankment between STA 28+52 and STA 28+82 and in Segment H beneath concrete floodwall monoliths between STA 62+69 and STA 68+45 and in levee embankment between STA 62+39 and STA 62+69 and between STA 68+45 and STA 68+75.

1.1.2.1.2 Measurement

The total quantity of sheet pile cut-off wall for which payment will be made will be the square feet measured to the nearest square foot calculated by multiplying the in place length of driven piles based on pile driving records multiplied by the published interlock to interlock sheet width multiplied by the number of sheets driven. Cut-off lengths will not be paid for. No additional payment will be made for piles requiring pulling and redriving.

1.1.2.1.3 Unit of Measure

Unit of Measure: Square Feet (SF)

1.1.2.2 Bid Item 0018 - Concrete Cut-Off Wall

1.1.2.2.1 Payment

All labor, equipment and material to install cast-in-place concrete cut-off wall in Segment H beneath concrete floodwall monoliths H-1 through H-12 (inclusive) between STA 62+66 and STA 67+59.56. Payment includes all excavation, backfill, reinforcment, waterstop at monolith joints, forming, material, placement, finishing, curing and any other work incidental thereto.

1.1.2.2.2 Measurement

The total quantity of cast-in-place concrete cut-off wall for which payment will be made will be the square feet measured to the nearest square foot calculated by multiplying the height of cut-off wall by the length required by the drawings. No additional payment will be made for extra length or for extra height beyond that to obtain the required embedment.

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1.1.2.2.3 Unit of Measure

Unit of Measure: Square Feet (SF)

1.1.2.3 Bid Item 0019 - Lean Concrete Foundation Base

1.1.2.3.1 Payment

All labor, equipment and material to install cast-in-place lean concrete fill between bottom of monoliths H-13 and H-14 floodwall pile caps and top of decomposed rock. Payment includes all excavation and clean-up of rock surface, forming, material, placement, finishing, curing and any other work incidental thereto.

1.1.2.3.2 Measurement

The total quantity of lean concrete fill for which payment will be made will be the cubic yards measured to the nearest cubic yard calculated by multiplying the width plus 6 inches each side of the pile caps beneath which concrete fill is placed times the length plus 6 inches each end of the pile caps beneath which concrete fill is placed times the depth of concrete placed. No additional payment will be made for material placed beyond these limits.

1.1.2.3.3 Unit of Measure

Unit of Measure: Cubic Yards (CY)

1.1.2.4 Bid Item 0020 - Micropiles in Overburden Soil

1.1.2.4.1 Payment

All labor, equipment and material for the portion of floodwall foundation micropiles installed in overburden soils above weathered shale in Segment C2 between STA 34+77 and STA 35+78 and in Segment H between STA 62+69 and STA 68+45, including but not limited to drilling, permanent casing, inspection, reinforcing and grouting.

1.1.2.4.2 Measurement

The total quantity for which payment will be made will be the casing length installed based on installation records, not including any cut-off length above specified top of casing. No additional payment will be made for cut-off lengths.

1.1.2.4.3 Unit of Measure

Unit of Measure: Linear Feet (LF)

1.1.2.5 Bid Item 0021 - Micropiles in Weathered Shale

1.1.2.5.1 Payment

All labor, equipment and material for the portion of floodwall foundation micropiles installed in weathered shale (rock socket) in Segment C2 between STA 34+77 and STA 35+78 and in Segment H between STA 62+69 and STA 68+45, including but not limited to drilling, temporary casing, inspection, reinforcing and grouting.

1.1.2.5.2 Measurement

The total quantity for which payment will be made will the required length of rock socket below the tip of the casing specified in the contract drawings. No additional payment will be made for sockets drilled deeper than required.

1.1.2.5.3 Unit of Measure

Unit of Measure: Linear Feet (LF)

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1.1.2.6 Bid Item 0022 - Haul and Dispose of Unsatisfactory Material

1.1.2.6.1 Payment

All work to haul excess and/or unsatisfactory material from the base contract area to dispose of at an approved off-site location in accordance with the drawings and specifications, but not including any work in paragraph 1.1.2.5. "Estimated Quantities"

1.1.2.6.2 Measurement

The total quantity of unsatisfactory material for which payment will be made will be measured by certified haul weight tickets divided by a representative unit weight of the material removed. If the samples from which unit weight is determined is taken from an excavated stockpile, the unit weight shall be increased and the quantity shall be decreased by a swell factor of 20%. The unit weight will be determined through a USACE certified laboratory analysis of the soil removed from the project site.

The USACE certified laboratory used for this purpose will be hired and paid for by the Contractor.

1.1.2.6.3 Unit of Measurement

Unit of Measurement: Cubic Yards (CY)

1.1.2.7 Bid Item 0023 - Contaminated Non-Hazardous Material Removal

1.1.2.7.1 Payment

All work for testing, handling, transporting, treating and off-site disposal of material taken from the base contract area exceeding NJDEP residential soil cleanup criteria and classified as contaminated non-hazardous (ID27 WASTE), suitable for landfill cover, roadway subbase and recycling facilities, complete. "Estimated Quantities"

1.1.2.7.2 Measurement

The total quantity of contaminated non-hazardous material removed for which payment will be made will be measured by certified haul weight tickets divided by a representative unit weight of the material removed.

If the samples from which unit weight is determined is taken from an excavated stockpile, the unit weight shall be increased and the quantity shall be decreased by a swell factor of 20%. The unit weight will be determined through a USACE certified laboratory analysis of the soil removed from the project site. The USACE certified laboratory used for this purpose will be hired and paid for by the Contractor.

1.1.2.7.3 Unit of Measure

Unit of Measure: Cubic Yards (CY)

1.1.2.8 Bid Item 0024 - Top Soil

1.1.2.8.1 Payment

All work necessary to obtain top soil for use in the base contract area beyond what is available on site, meeting all state residential requirements, and transport it to the project site in accordance with the drawings and specifications. "Estimated Quantities"

1.1.2.8.2 Measurement

The total quantity of top soil for which payment will be made will be measured by certified haul weight tickets divided by a representative unit weight of the material supplied. If the samples from which unit weight is determined is taken from a stockpile or truck, the unit weight shall be

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The unit weight will be determined through a USACE certified laboratory analysis of the soil in place and compacted as required at the project site. The USACE certified laboratory used for this purpose will be hired and paid for by the Contractor.

1.1.2.8.3 Unit of Measure

Unit of Measurement: Cubic Yards (CY)

1.1.2.9 Bid Item 0025 - Removal of Asbestos-Containing Surfacing Materials

1.1.2.9.1 Payment

All labor, equipment and material for removing and disposing of asbestos-containing surfacing materials including but not limited to siding, roofing, flooring in accordance with all local, state and federal regulations.

1.1.2.9.2 Unit of Measure

Square Feet

1.1.2.10 Bid Item 0026 - Removal of Asbestos-Containing Thermal Insulation

1.1.2.10.1 Payment

All labor, equipment and material for removing and disposing of asbestos-containing thermal insulation including but not limited to that found on plumbing and HVAC systems in accordance with all local, state and federal regulations.

1.1.2.10.2 Unit of Measure

Square Feet

1.1.2.11 Bid Item 0027 - Removal of Miscellaneous Asbestos-Containing Materials

1.1.2.11.1 Payment

All labor, equipment and material for removing and disposing of asbestos-containing material not covered under other asbestos removal bid items in accordance with all local, state and federal regulations.

1.1.2.11.2 Unit of Measure

Square Feet

1.1.2.12 Bid Item 0028 - Removal of Lead Paint Coated Materials

1.1.2.12.1 Payment

All labor, equipment and material for removing and disposing of lead paint coated materials in accordance with all local, state and federal regulations.

1.1.2.12.2 Unit of Measure

Square Feet

1.2 OPTION 1

1.2.1 Lump Sum Payment Items

Payment items for the work of Option 1 for which contract job payments will be made are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be

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Highlight included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.2.1.1 Bid Item 0029AA - Segment H Levees and Ponds

1.2.1.1.1 Payment

All work to construct the levees between STA 50+00 and STA 63+12 and between STA 67+87 and STA 90+24 and Ponds BDL1 and BDL2, including but not limited to clearing and grubbing, earthen embankment, benches, inspection trenches, swales, pavement, temporary and permanent fencing, grading, sheet pile connected to ends of floowalls, top soil, seeding and erosion control.

1.2.1.1.2 Unit of Measure

Unit of Measure: Job.

1.2.1.2 Bid Item 0029AB - Segment H Storm Drain Structures

1.2.1.2.1 Payment

All labor, equipment and material to construct Culverts H1, H2, H3, H4, H5, H6, H7, H8 and their appurtenances, including but not limited to reinforced concrete pipes, reinforced concrete boxes, manholes, gatewells, drainage chambers, catch basins, trench drains, inlets, headwalls, excavation, backfilling, compaction and erosion protection.

1.2.1.2.2 Unit of Measure

Unit of Measure: Job.

1.2.1.3 Bid Item 0029AC - Segment H Scour/Erosion Protection Armor

1.2.1.3.1 Payment

All labor, equipment and material to install geotextile fabric, bedding stone and rip-rap stone on levee slopes and between flood side levee toes and river banks in Segment H, not including armor around the South Lincoln Ave culverts covered under paragraph 1.1.1.7.

1.2.1.3.2 Unit of Measure

Unit of Measure: Job.

1.2.1.4 Bid Item 0029AD - New Jersey Transit Railroad Embankment Permit and Safety Fees

1.2.1.4.1 Payment

All labor, equipment and material and fees to coordinate with New Jersey Transit in accordance with the requirements of the temporary occupancy permit while constructing the Segment H levee atop the railroad embankment within the NJ Transit right-of-way.

1.2.1.4.2 Unit of Measure

Unit of Measure: Job.

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1.2.1.5 Bid Item 0029AE - Additional Cost for Insurance for Work on New Jersey Transit Railroad Right of Way

1.2.1.5.1 Payment

All costs to obtain and maintain the insurance required by NJ Transit to perform work on the railroad embankment within the NJ Transit right of way. The amount bid will be the maximum amount payable. Actual payment will be based on actual costs.

1.2.1.5.2 Unit of Measure

Unit of Measure: Job.

1.2.2 Unit Price Pay Items

Payment items for the work of Option 1 on which the contract unit price payments will be made are listed in the BIDDING SCHEDULE and described below. The unit price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.2.2.1 Bid Item 0029AF - Embankment Fill (Borrow Material)

1.2.2.1.1 Payment

All cost to provide embankment fill material for levee construction in Segment H beyond what is available from material excavated on site.

"Estimated Quantities"

1.2.2.1.2 Measurement

The total quantity of embankment fill for which payment will be made will be measured by certified haul weight tickets divided by a representative unit weight of the material supplied. If the samples from which unit weight is determined is taken from a stockpile or truck, the unit weight shall be increased and the quantity shall be decreased by a swell factor of 20%. The unit weight will be determined through a USACE certified laboratory analysis of the soil in place and compacted as required at the project site. The USACE certified laboratory used for this purpose will be hired and paid for by the Contractor.

1.2.2.1.3 Unit of Measure

Unit of Measure: Cubic Yards (CY)

1.2.2.2 Bid Item 0029AG - Haul and Dispose of Unsatisfactory Material

1.2.2.2.1 Payment

All work to haul and dispose of excess and/or unsatisfactory material in Segment H at an approved off-site location in accordance with the drawings and specifications, but not including any work in paragraph 1.2.2.3.

"Estimated Quantities"

1.2.2.2.2 Measurement

The total quantity of unsatisfactory material for which payment will be made will be measured by certified haul weight tickets divided by a representative unit weight of the material removed. If the samples from which unit weight is determined is taken from an excavated stockpile, the unit weight shall be increased and the quantity shall be decreased by a swell factor of 20%. The unit weight will be determined through a USACE certified laboratory analysis of the soil removed from the project site.

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The USACE certified laboratory used for this purpose will be hired and paid for by the Contractor.

1.2.2.2.3 Unit of Measurement

Unit of Measurement: Cubic Yards (CY)

1.2.2.3 Bid Item 0029AH - Contaminated Non-Hazardous Material Removal

1.2.2.3.1 Payment

All work for testing, handling, transporting, treating and off-site disposal of material exceeding NJDEP residential soil cleanup criteria and classified as contaminated non-hazardous (ID27 WASTE), suitable for landfill cover, roadway subbase and recycling facilities, complete, in Segment H. "Estimated Quantities"

1.2.2.3.2 Measurement

The total quantity of contaminated non-hazardous material removed for which payment will be made will be measured by certified haul weight tickets divided by a representative unit weight of the material removed.

If the samples from which unit weight is determined is taken from an excavated stockpile, the unit weight shall be increased and the quantity shall be decreased by a swell factor of 20%. The unit weight will be determined through a USACE certified laboratory analysis of the soil removed from the project site. The USACE certified laboratory used for this purpose will be hired and paid for by the Contractor.

1.2.2.3.3 Unit of Measure

Unit of Measure: Cubic Yards (CY)

1.2.2.4 Bid Item 0029AJ - Top Soil

1.2.2.4.1 Payment

All work necessary to obtain top soil, for use in Segment H beyond what is available on site, meeting all state residential requirements, and transport it to the Segment H project site in accordance with the drawings and specifications. "Estimated Quantities"

1.2.2.4.2 Measurement

The total quantity of top soil for which payment will be made will be measured by certified haul weight tickets divided by a representative unit weight of the material supplied. If the samples from which unit weight is determined is taken from a stockpile or truck, the unit weight shall be increased and the quantity shall be decreased by a swell factor of 20%.

The unit weight will be determined through a USACE certified laboratory analysis of the soil in place and compacted as required at the project site. The USACE certified laboratory used for this purpose will be hired and paid for by the Contractor.

1.2.2.4.3 Unit of Measure

Unit of Measurement: Cubic Yards (CY)

1.3 OPTION 2

1.3.1 Lump Sum Payment Items

Payment items for the work of Option 2 for which contract job payments will be made are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in

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Highlight the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.3.1.1 Bid Item 0030AA - Segment C2 Levee and BDR2 Pond

1.3.1.1.1 Payment

All work to construct the levee between STA 12+22 and STA 29+30 and pond BDR2, including but not limited to clearing and grubbing, excavation, compaction, backfill, earthen embankment, inspection trench, swales, access road, parking lot, pavement, temporary and permanent fencing, grading, sheet pile connected to ends of floowalls, top soil, seeding, erosion control.

1.3.1.1.2 Unit of Measure

Unit of Measure: Job

1.3.1.2 Bid Item 0030AB - Pump Station BDR2 Control Building

1.3.1.2.1 Payment

All labor, equipment and material to construct the control building for pump station BDR2, including but not limited to plumbing, heating, ventilation, lighting, electrical controls and equipment, emergency backup generator and fuel tanks, utility services (water, sanitary sewer, electric, communication), testing and commissioning.

1.3.1.2.2 Unit of Measure

Unit of Measure: Job

1.3.1.3 Bid Item 0030AC - Pump Station BDR2 Wet Well

1.3.1.3.1 Payment

All labor, equipment and material to construct the wet well for pump station BDR2, including but not limited to all excavation, backfilling, compaction, concrete work, main pumps, sump pump, piping, trash rack and sluice gates.

1.3.1.3.2 Unit of Measure

Unit of Measure: Job.

1.3.1.4 Bid Item 0030AD - Pump Station BDR3 Control Building

1.3.1.4.1 Payment

All labor, equipment and material to construct the control building for pump station BDR3, including but not limited to plumbing, heating, ventilation, lighting, electrical controls and equipment, emergency backup generator and fuel tanks, utility services (water, electric, communication), testing and commissioning.

1.3.1.4.2 Unit of Measure

Unit of Measure: Job.

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1.3.1.5 Bid Item 0030AE - Pump Station BDR3 Wet Well

1.3.1.5.1 Payment

All labor, equipment and material to construct the wet well for pump station BDR3, including but not limited to all excavation, backfilling, compaction, concrete work, main pumps, sump pump, piping, trash rack and sluice gates.

1.3.1.5.2 Unit of Measure

Unit of Measure: Job.

1.3.1.6 Bid Item 0030AF - Pond BDR3

1.3.1.6.1 Payment

All work to construct pond BDR3, including but not limited to pump station berm, access road and parking lot, swales, clearing and grubbing, excavation, backfilling, compaction, temporary and permanent fencing, grading, top soil, seeding, erosion control.

1.3.1.6.2 Unit of Measurement

Unit of Measure: Job.

1.3.1.7 Bid Item 0030AG - Segment C2 Scour/Erosion Protection Armor

1.3.1.7.1 Payment

All labor, equipment and material to install geotextile fabric, bedding stone and rip-rap stone on levee slopes and between flood side levee toes and river banks in Segment C2, not including armor around the South Lincoln Ave culverts covered under paragraph 1.1.1.7.

1.3.1.7.2 Unit of Measure

Unit of Measure: Job.

1.3.1.8 Bid Item 0030AH - Segment C2 Storm Drainage Structures

1.3.1.8.1 Payment

All labor, equipment and material to construct Culverts C1, C2, C3, C4, C5 and their appurtenances, including but not limited to reinforced concrete pipes, reinforced concrete boxes, manholes, drainage chambers, catch basins, inlets, headwalls, gates, excavation, backfilling, compaction.

1.3.1.8.2 Unit of Measure

Unit of Measure: Job

1.3.1.9 Bid Item 0030AJ - Verizon Fiber Optic Line Relocation

1.3.1.9.1 Payment

Coordinate with utility owner to relocate two buried conduits away from the footprint of the Segment C2 levee and pump station BDR2. One conduit contains a fiber optic bundle; the second conduit is empty. Path of the relocated lines shall be coordinated with the Contracting Officer. Amount shall include all material, labor, equipment and fees to complete the work. Allowance amount of $200,000 to be included in bid and not changed. Actual payment will be based on actual costs.

1.3.1.9.2 Unit of Measure

Unit of Measure: Job

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1.3.1.10 Bid Item 0030AK - Middlesex Borough Sanitary Sewer System Connection Fee

1.3.1.10.1 Payment

Amount to be paid to connect sanitary sewer line from Pump Station BDR2 to the Borough of Middlesex sanitary sewer system. Amount shall include all connection fees and all material, labor and equipment provided by the Borough (if any) in establishment of service. Allowance amount of $10,000 to be included in bid and not changed. Actual payment will be based on actual costs.

1.3.1.10.2 Unit of Measure

Unit of Measure: Job

1.3.1.11 Bid Item 0030AL - Establish Water Service for Pump Stations BDR2 and BDR3 with New Jersey American Water

1.3.1.11.1 Payment

Amount to be paid to establish water service from New Jersey American Water at Pump Stations BDR2 and BDR3. Amount shall include all connection fees and all material, labor and equipment provided by New Jersey American. Allowance amount of $2,000 to be included in bid and not changed. Actual payment will be based on actual costs.

1.3.1.11.2 Unit of Measure

Unit of Measure: Job

1.3.1.12 Bid Item 0030AM - Establish Electric Power Service for Pump Stations BDR2 and BDR3 with PSE&G

1.3.1.12.1 Payment

Establish new electric power service for Pump Station BDR2 and BDR3.

Amount shall include all coordination, material, labor, equipment and fees to be paid to utility to provide required power to the pump stations.

Allowance amount of $175,000 to be included in bid and not changed.

Actual payment will be based on actual costs.

1.3.1.12.2 Unit of Measure

Unit of Measure: Job

1.3.2 Unit Price Payment Items

Payment items for the work of Option 2 on which the contract unit price payments will be made are listed in the BIDDING SCHEDULE and described below. The unit price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.3.2.1 Bid Item 0030AN - Embankment Fill (Borrow Material)

1.3.2.1.1 Payment

All cost to provide embankment fill material for levee construction in Segment C2 beyond what is available from material excavated on site.

"Estimated Quantities"

1.3.2.1.2 Measurement

The total quantity of embankment fill for which payment will be made will

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1.3.2.1.3 Unit of Measure

Unit of Measure: Cubic Yards (CY)

1.3.2.2 Bid Item 0030AP - Haul and Dispose of Unsatisfactory Material

1.3.2.2.1 Payment

All work to haul and dispose of excess and/or unsatisfactory material in Segment C2 at an approved off-site location in accordance with the drawings and specifications, but not including any work in paragraph

1.3.2.3. "Estimated Quantities"

1.3.2.2.2 Measurement

The total quantity of unsatisfactory material for which payment will be made will be measured by certified haul weight tickets divided by a representative unit weight of the material removed. If the samples from which unit weight is determined is taken from an excavated stockpile, the unit weight shall be increased and the quantity shall be decreased by a swell factor of 20%. The unit weight will be determined through a USACE certified laboratory analysis of the soil removed from the project site.

The USACE certified laboratory used for this purpose will be hired and paid for by the Contractor.

1.3.2.2.3 Unit of Measurement

Unit of Measurement: Cubic Yards (CY)

1.3.2.3 Bid Item 0030AQ - Contaminated Non-Hazardous Material Removal

1.3.2.3.1 Payment

All work for testing, handling, transporting, treating and off-site disposal of material exceeding NJDEP residential soil cleanup criteria and classified as contaminated non-hazardous (ID27 WASTE), suitable for landfill cover, roadway subbase and recycling facilities, complete, in Segment C2. "Estimated Quantities"

1.3.2.3.2 Measurement

The total quantity of contaminated non-hazardous material removed for which payment will be made will be measured by certified haul weight tickets divided by a representative unit weight of the material removed.

If the samples from which unit weight is determined is taken from an excavated stockpile, the unit weight shall be increased and the quantity shall be decreased by a swell factor of 20%. The unit weight will be determined through a USACE certified laboratory analysis of the soil removed from the project site. The USACE certified laboratory used for this purpose will be hired and paid for by the Contractor.

1.3.2.3.3 Unit of Measure

Unit of Measure: Cubic Yards (CY)

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1.3.2.4 Bid Item 0030AR - Top Soil

1.3.2.4.1 Payment

All work necessary to obtain top soil, for use in Segment C2 beyond what is available on site, meeting all state residential requirements, and transport it to the Segment H project site in accordance with the drawings and specifications. "Estimated Quantities"

1.3.2.4.2 Measurement

The total quantity of top soil for which payment will be made will be measured by certified haul weight tickets divided by a representative unit weight of the material supplied. If the samples from which unit weight is determined is taken from a stockpile or truck, the unit weight shall be increased and the quantity shall be decreased by a swell factor of 20%.

The unit weight will be determined through a USACE certified laboratory analysis of the soil in place and compacted as required at the project site. The USACE certified laboratory used for this purpose will be hired and paid for by the Contractor.

1.3.2.4.3 Unit of Measure

Unit of Measurement: Cubic Yards (CY)

1.4 OPTION 3

1.4.1 Lump Sum Payment Items

Payment items for the work of Option 3 for which contract job payments will be made are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.4.1.1 Bid Item 0031AA - Additional Cost for Insurance for State, County and Local Agencies

1.4.1.1.1 Payment

Additional liability insurance to include New Jersey Department of Environmental Protection (NJDEP), Middlesex County, and the Borough of Middlesex. The amount bid will be the maximum amount payable. Actual payment will be based on actual costs. See paragraph MINIMUM INSURANCE REQUIREMENTS in Specification Section 01 30 00 ADMINISTRATIVE REQUIREMENTS.

1.4.1.1.2 Unit of Measure

Unit of Measure: Job.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used -- End of Section --

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