Specs_Port_Monmouth_Amend_1_Aug30.pdf

HSDRP, Raritan Bay and Sandy Hook Bay, Phase II W912DS-16-B-0014 Contract 2, Middletown Township, Port Monmouth, NJ

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 10 00 LINE ITEMS AND PRICING SCHEDULE

00 31 21 CONTROL MONUMENT DESCRIPTIONS

00 45 00 REPRESENTATIONS AND CERTIFICATIONS

00 72 00 CONTRACT CLAUSES

00 73 00 SPECIAL CONTRACT REQUIREMENTS

00 90 00 WAGE RATES

00 90 01 JCP&L REQUIREMENTS

00 90 02 PERMITS

00 90 03 BORING DATA

00 90 04 SEDIMENT SAMPLING RESULTS

DIVISION 01 - GENERAL REQUIREMENTS

01 12 00 DESIGN AND RECORD DRAWING REQUIREMENTS

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE PROCEDURES

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 02 QUALITY CONTROL SYSTEM (QCS)

01 45 04 CONTRACTOR QUALITY CONTROL

01 53 00 EMERGENCY PROTECTION MEASURES

01 54 00 MOBILIZATION AND DEMOBILIZATION

01 55 26 TRAFFIC CONTROL

01 57 20 ENVIRONMENTAL PROTECTION

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 57 50 DRILLING PROGRAM PLAN

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 88 00 PUMP STATION COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 22 13 VIBRATION MONITORING

02 27 50 FLOATING TURBIDITY AND SAFETY BARRIER

DIVISION 03 - CONCRETE

03 11 13 STRUCTURAL CONCRETE FORMWORK

03 15 00 CONCRETE ACCESSORIES

03 20 00 CONCRETE REINFORCING

03 31 00 CAST-IN-PLACE STRUCTURAL CONCRETE

03 39 00 CONCRETE CURING

DIVISION 04 - MASONRY

04 20 00 MASONRY

DIVISION 05 - METALS

05 05 23 WELDING, STRUCTURAL

05 40 00 COLD-FORMED METAL FRAMING

05 50 14 STRUCTURAL METAL FABRICATIONS

05 50 15 CIVIL WORKS FABRICATIONS

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DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BATT INSULATION

07 60 00 FLASHING AND SHEET METAL

07 61 14 STEEL STANDING SEAM ROOFING

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 33 23 OVERHEAD COILING DOORS

08 71 00 DOOR HARDWARE

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 90 00 PAINTS AND COATINGS

09 97 02 PAINTING: HYDRAULIC STRUCTURES

09 97 13 COATING OF STEEL WATERFRONT STRUCTURES

DIVISION 10 - SPECIALTIES

10 14 00 EXTERIOR SIGNAGE

10 44 16 FIRE EXTINGUISHERS

DIVISION 11 - EQUIPMENT

11 82 15 AUTOMATIC TRASH RAKE/RACK SYSTEMS

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 00 SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT

13 48 01 SEISMIC PROTECTION FOR MECHANICAL EQUIPMENT

DIVISION 22 - PLUMBING

22 11 23 SUBMERSIBLE PUMP, AXIAL-FLOW AND MIXED-FLOW TYPE

22 14 29 SUMP PUMPS

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 82 46 ELECTRIC UNIT HEATERS

23 83 33 ELECTRIC CABLE HEATERS

DIVISION 25 - INTEGRATED AUTOMATION

25 14 01 PUMP STATION INSTRUMENTATION AND CONTROL PANELS

DIVISION 26 - ELECTRICAL

26 00 00 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00 COMMON WORK RESULTS FOR ELECTRICAL

26 05 19 INSULATED WIRE AND CABLE

26 05 48 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 28 00 MOTOR CONTROL CENTERS, SWITCHBOARDS AND PANELBOARDS

26 28 01 COORDINATED POWER SYSTEM PROTECTION

26 29 01 ELECTRIC MOTORS, 3-PHASE VERTICAL INDUCTION TYPE

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26 32 14 DIESEL-GENERATOR SET, STATIONARY 15-300 KW, STANDBY

APPLICATIONS

26 32 15 DIESEL-GENERATOR SET STATIONARY 100-2500 KW, WITH

AUXILIARIES

26 35 33 POWER FACTOR CORRECTION EQUIPMENT

26 36 00 AUTOMATIC TRANSFER SWITCH

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 53 00 EXIT SIGNS

26 56 00 EXTERIOR LIGHTING

26 56 13 LIGHTING POLES AND STANDARDS

26 60 13 LOW-VOLTAGE MOTORS

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 05 26 GROUNDING AND BONDING FOR ELECTRONIC SAFETY AND SECURITY

28 16 00 BASIC INTRUSION DETECTION SYSTEMS (IDS)

28 23 23 CLOSED CIRCUIT TELEVISION SYSTEMS

28 31 64 FIRE DETECTION AND ALARM SYSTEM, ADDRESSABLE

DIVISION 31 - EARTHWORK

31 05 19 GEOTEXTILE

31 23 23 CONTROLLED LOW STRENGTH MATERIAL (CLSM, FLOWABLE FILL)

31 41 16 METAL SHEET PILING

31 62 16 STEEL PIPE PILES

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 23 BASE COURSE

32 31 13 CHAIN LINK FENCES AND GATES

32 92 19 SEEDING

32 93 00 WETLAND VEGETATION PLANTING

DIVISION 33 - UTILITIES

33 11 13 FUEL STORAGE AND SUPPLY SYSTEM

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 01 42 VERTICAL GATE LIFT SYSTEMS

35 20 14 STOPLOGS

35 20 16 PUMP STATION SLUICE GATES AND ACCESSORIES, AND FLAP VALVES

35 20 17 VERTICAL LIFT GATES

35 31 19 STONE PROTECTION FOR STRUCTURES

35 41 00 LEVEE CONSTRUCTION

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SECTION 00 90 01 JCP&L REQUIREMENTS

SECTION 00 90 01 Page 1 Amendment 0001

SECTION 00 90 01 Page 2

Jersey Central Power & Light Port Monmouth Levees, Port Monmouth, NJ

Army Corps of Engineers, Contract #2 Proposed Electric Feed to Pump Station @Pew's Creek

Scope: Major Components

The work under these Specifications and Documents shall include: providing all labor, supervision, administration and management: and, supplying all construction equipment, materials, and services necessary to perform the construction work complete in accordance with Specifications, drawings, and other contract documents.

The explanation below is intended to give a general definition of the scope of the work under these Specifications and documents and shall not be construed to be an itemized listing of each element of work required. The Contractor shall be responsible for construction of complete facilities, conforming in all respects to the details and requirements of specifications, drawings, and other contract documents

All Points (P) and Spans (S) referenced are part of W/R 57936468 a copy of same is attached. A Jersey Central Power and Light (JCP&L) approved Electrical Contractor shall remove, relocate and install all equipment where noted per approved JCP&L specifications and standards.

The work to be performed encompasses the following locations, but not limited to.

1) Existing 12.5kv distribution pole line along Port Monmouth Road at Pew's Creek Bridge (2 poles) on western side of bridge.

2) Proposed pad mounted transformer within new pump station directly south of Pew's Creek Bridge.

JCP&L

Only electrical materials listed on the Bill of Materials for this project is to be supplied and delivered by JCP&L with 4 to 6 weeks advance notice. All other electrical material for the project is to be supplied by the Contractor. JCP&L will not release any material to the Contractor until a secure storage area is identified and provided prior to delivery and the material is paid for in full. The material becomes the property of the Contractor and the Contractor bears full responsibility of lost or stolen items.

A JCP&L Representative will be on site during construction to ensure that First Energy safety rules and construction standards are followed. Six weeks advance notice is required for JCP&L inspection services.

SECTION 00 90 01 Page 3

Prime Contractor

Prime Contractor shall purchase and install a 5" schedule 40 PVC duct system and pull box from JC61443MDT southerly along the existing Keansburg Levee to a proposed pad transformer location within pump station fence. Concrete transformer pad shall also be purchased and installed by Prime Contractor. The Prime Contractor is responsible for all costs of purchasing and installing the 277 /480 volt 800 amp service to the pump station along with any electrical inspections required prior to the setting of a JCP&L meter. The Prime Contractor shall call JCP&L 3 phase Meter Department, Supervisor Pam Carey, at 732-751-2102 to discuss all metering requirements and locations. The Prime Contractor is responsible for obtaining a JCP&L account number and paying for temporary service during construction. Upon completion of the contract and turn-over, the Contractor will transfer the account to NJDEP.

Prime Contractor shall supply JCP&L with address of proposed project staging area as shown on construction plans prior to material being delivered.

All Permits are the responsibility of the Prime Contractor to apply for and obtain. All costs to be paid by the Prime Contractor.

All required traffic control within State, County and Local Roadways shall be the responsibility of the Prime Contractor.

When construction is complete the Prime Contractor will schedule a Final Inspection walk-through with the Electrical Contractor and JCP&L representatives. At that time the Prime Contractor will supply a copy of electrical "As Built "drawings to JCP&L.

Prime Contractor is responsible for the disconnecting and reconnecting as well as relocating as needed of all commercial services impacted by the relocation of JCP&L facilities in support of this project.

JCP&L Approved Electrical Contractor

A JCP&L approved Electrical Contractor shall install a 3 phase underground primary feed to a proposed pad mounted transformer in order to provide 3 phase, 277 /480 secondary volts to customer’s 800 amp service. All trenching and required underground facilities to be installed as per the Specifications and Standards provided by JCP&L.

JCP&L approved Electrical contractor shall install all electrical components from existing pole JC61443MDT to the transformer, including pulling primary cables and setting I energizing of the transformer. The JCP&L approved Electrical Contractor shall install primary riser pole on existing JC61443MDT and relocate existing switches to

JC61442MDT.

If temporary outages to various pieces of equipment are required, the JCP&L Engineering Services Supervisor must be notified 6 weeks in advance and the JCP&L

SECTION 00 90 01 Page 4 approved Electrical Contractor shall perform the switching to energize and de-energize the equipment upon the approval of JCP&L Distribution Control Center (D.C.C). The JCP&L approved Electrical Contractor shall be responsible to identify, with sufficient advance notice, the electrical clearance required and the length of the outage. The JCP&L approved Electrical contractor shall hold any tags issued by the D.C.C. The JCP&L approved Electrical Contractor shall notify customers of day and length of outages. The JCP&L approved Electrical Contractor shall verify and obtain approval for any load transfers from the D.C.C.

Primary splices, only if required, shall be done by the JCP&L approved Electrical Contractor. JCP&L shall supply splicing material for conductors. JCP&L approved Electrical Contractor shall provide documentation that he is qualified to make splice.

Cable and splices shall be tested per document. Failure of the cable shall be corrected by JCP&L approved Electrical Contractor at his own expense. JCP&L approved Electrical Contractor shall upgrade ground grid where required. (Tie in new/additional 4/0 bare copper). JCP&L approved Electrical Contractor shall be responsible to check conductor phasing.

Any change request shall be approved in advance by JCP&L on-site representative, the prime contractor, and the US Army Corps of Engineers Contracting Officer’s Representative.

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SECTION 00 90 02 PERMITS

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SECTION 00 90 04 SEDIMENT SAMPLING RESULTS

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D.F. Dilution Factor

SECTION 00 90 04 Page 24

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

1.2 QUALITY CONTROL SYSTEM (QCS)

1.2.1 Definition

1.2.2 Instructions

1.3 SUBMITTALS

1.4 LUMP SUM PAYMENT ITEMS

1.4.1 Mobilization and Demobilization (Line Item 0001)

1.4.2 Cofferdam (Line Item 0002)

1.4.3 Dewatering and Diversion Canal (Line Item 0003)

1.4.4 Site Work (Line Item 0004)

1.4.5 Steel Sheet Pile Wing Walls and Floodwall (Line Item 0006)

1.4.6 Levee (Line Item 0007)

1.4.7 120-CFS Pump Station (Line Item 0009)

1.4.8 Tide Gate Structure (Line Item 0010)

1.4.9 Vertical Lift Gates (Line Item 0011)

1.4.10 Control Building (Line Item 0012)

1.4.11 Electrical (Line Item 0013)

1.4.12 Generator and Fuel System (Line Item 0014)

1.4.13 Generator Building (Line Item 0015)

1.4.14 Erosion and Sediment Control (Line Item 0016)

1.4.15 Wetland Vegetation Planting (Line Item 0017)

1.4.16 Electric Utilities Installation (Line Item 0018)

1.4.17 Electric Utility Materials and Inspection (Line Item 0019)

1.4.18 Telecommunications Utility (Line Item 0020)

1.4.19 Liability Insurance (Line Item 0021)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Riprap Revetment (Line Item 0005)

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 Steel Pipe Piles (Line Item 0008)

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 Unit of Measure

1.5.3 Contaminated Non-Hazardous Materials (Line Item 0022)

1.5.3.1 Payment

1.5.3.2 Measurment

1.5.3.3 Unit of Measure

1.5.4 Government Field Office (Line Items 0023, 0024, 0025 and 0026)

1.5.4.1 Payment

1.5.4.2 Measurement

1.5.4.3 Unit of Measure

PART 2 PRODUCTS (NOT APPLICABLE)

SECTION 01 22 00 Page 1

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

3.1.1 Requesting Progress Payment

3.1.2 Options and Modification CLINS

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SECTION 01 22 00 Page 2

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

This section describes how Line Items will be measured and paid for when making progress payments. Work to be measured is described in specification sections listed for each Line Item. Measurement procedures for payment, required quantity survey or procurement documentation and payment restrictions are described in applicable specification sections.

Allocate costs for work not specifically mentioned to the Line Item most closely associated with work involved. Unless there is a specific Line Item for administrative costs, such as Quality Control and Safety, allocate such costs proportionally across all Line Items.

1.2 QUALITY CONTROL SYSTEM (QCS)

1.2.1 Definition

The terms "Contract Line Item Number (CLIN)" and "Line Item" are interchangeable herein (e.g.: CLIN 0001 is Line Item 0001). The term "CLIN" is a contracting term used in the Quality Control System (QCS) payment data base.

1.2.2 Instructions

See Section 01 45 04 C0NTRACTOR QUALITY CONTROL for instructions on linking a CLIN to a schedule of values of pay activities and construction schedule, and in-depth payment procedure.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Transmit submittal items in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Schedule of Values ; G, RO

Provide a breakdown of lump sum items into proposed pay activities as part of the initial project schedule. Schedule of Values will become basis for CLIN and Pay Activity data in the QCS payment data base.

SD-07 Certificates

Utility Invoices

SECTION 01 22 00 Page 3

Submit invoices from the utility companies indicating payment for services covered in Line Items "Electric Utility Materials and Inspection" and "Telecommunications Utility". Payment under these line items will not be made prior to submission of valid invoices to the Government. The Contractor will be reimbursed for costs indicated on these invoices only.

Certified Weight/Delivery Tickets ; G, RO

Contractor shall provide State certified delivery or weight tickets per transportation unit for all stone material brought to the construction site for the purpose of payment. Weigh scales and/or total-volume of material per truck method shall be approved by the Contracting Officer.

1.4 LUMP SUM PAYMENT ITEMS

Payment items for the work of this contract for which contract lump sum payments will be made are listed in the LINE ITEMS AND PRICING SCHEDULE with the unit "Job" and described below. All costs for items of work, which are not specifically mentioned to be included in a particular lump sum or unit price payment item, shall be included in the listed lump sum item most closely associated with the work involved. The lump sum price and payment made for each item listed shall constitute 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.

Progress payments for lump sum CLINs will be made in accordance with the Payments Under Fixed-Price Construction Contracts clause of Section 00 72 00 CONTRACT CLAUSES. Submit a list of pay activities, (Schedule of Values) to breakdown bid for each lump sum CLIN. The Contractor shall also indicate the estimated duration for each construction activity and material quantities for all activities such as the following classifications of work:

Mobilization in lump sum (LS).

Earthwork (Excavation or Fill) in cubic yards (CY).

Duct bank in linear feet (LF).

Clearing in acres (AC).

Seeding in acres (AC).

Geo-grid in square yards (SY).

Dewatering in days (DAYS).

Cast-in-place concrete in cubic yards (CY).

Concrete formwork in square feet (SF).

Pre-cast concrete in square feet (SF).

Reinforcement steel in tons (TONS).

Masonry in square feet (SF).

Structural steel and steel joist in tons (TONS).

Sheet pile in square yards (SY).

Metal decking in square feet (SF).

Roofing in square feet (SF).

Doors and windows, each (EA).

Wallboard, flooring and coatings in square feet (SF).

Mechanical fans, louvers and filters, each (EA).

Duct work in linear feet (LF).

Fuel tanks, each (EA).

Mechanical piping in linear feet (LF).

SECTION 01 22 00 Page 4

Other mechanical and process equipment, each (EA).

Electrical equipment and lighting, each (EA).

Electrical conduit including wiring in linear feet (LF).

Instrumentation and controls units, each (EA).

Instrumentation and controls conduit including wiring in linear feet

(LF).

System integration, each (EA).

Accessories including but not limited to cabinets, fire extinguishers, toilet accessories, each (EA).

The Schedule of Values shall be submitted for Government approval with the baseline schedule submittal (see Section 01 32 01 PROJECT SCHEDULE). An unbalanced Schedule of Values and Pay Activity Schedule will be returned for revision. If this contract contains either the Continuing Contracts clause or the Continuing Contracts (Alternate) clause, the Contractor should take into account the amount reserved for contract payments when preparing the construction schedule.

1.4.1 Mobilization and Demobilization (Line Item 0001)

Payment will be made for costs associated with or incidental to mobilization and demobilization. See Section 01 54 00 MOBILIZATION AND

DEMOBILIZATION.

1.4.2 Cofferdam (Line Item 0002)

Payment will be made for costs associated with or incidental to construction, maintenance and removal of cofferdam and levee shoring.

1.4.3 Dewatering and Diversion Canal (Line Item 0003)

Payment will be made for costs associated with or incidental to dewatering, installation and removal of sheet pile for the diversion canal, temporary diversion canal excavation and backfill, stockpiling, disposal of material, and installation of piezometers, for construction of all subsurface work.

1.4.4 Site Work (Line Item 0004)

Payment will be made for all costs associated with or incidental to site work and foundation preparation not in other bid items, including clearing and grubbing, excavation, stockpiling and fill, grading, handrails, stilling wells, erosion control, fencing, equipment pads, grass seeding, signs, staff gages, traffic control and floating barriers. See Sections

35 41 00 LEVEE CONSTRUCTION; 32 11 23 BASE COURSE; 32 31 13 CHAIN LINK

FENCES AND GATES, and 03 31 00 CAST-IN-PLACE STRUCTURAL CONCRETE. Payment will constitute full compensation for all labor, equipment, tools, supplies, and incidentals necessary to complete the work.

1.4.5 Steel Sheet Pile Wing Walls and Floodwall (Line Item 0006)

Payment will be made for all costs associated with or incidental to furnishing and installing sheet piling and pile cap for wing walls and floodwall. Payment will cover all costs of furnishing, handling, storing, and installing piling, including placing, driving, cutting holes and other materials and incidental work. See Section 31 41 16 METAL SHEET PILES.

SECTION 01 22 00 Page 5

1.4.6 Levee (Line Item 0007)

Payment will be made for costs associated with or incidental to construction of the levee from existing Keansburg Levee to the western side of the pump station, and raising of the Keansburg Levee crown as shown on the drawings. Work associated with this line item includes excavation, borrow, processing (removal of unsuitable fill), transportation, and placement of suitable materials to the lines, grades and tolerances indicated on the drawings and Section 35 41 00 LEVEE CONSTRUCTION, placement of geotextile, and disposal of materials; hauling, stockpiling and placement of topsoil; providing and maintaining access to the work site(s) and borrow/disposal area(s); noise control; and debris removal.

1.4.7 120-CFS Pump Station (Line Item 0009)

Payment will be made for costs associated with or incidental to the construction of the Pews Creek Pump Station including, foundation, stormwater pumps, sluice gates, flap valves and appurtenant equipment and accessories. This includes but is not limited to all testing, training, and commissioning. See additional sections in the specifications applicable to the required additional features that are part of the pump station.

1.4.8 Tide Gate Structure (Line Item 0010)

Payment will be made for costs associated with operations necessary for construction of the reinforced concrete structure, including, foundation, installation of embedded metal fabrications, fittings, accessories, gate hoist frames and structural appurtenances not paid for under other line items, as shown on the drawings. See additional sections in the specifications applicable to the required additional features that are part of the tide gate structure.

1.4.9 Vertical Lift Gates (Line Item 0011)

Payment will be made for costs associated with or incidental to the fabrication, painting and installation of two steel lift gates and one spare gate to be stored on the gate storage pad, including furnishing and installing hoists, hoist support, covers, and hoist assemblies and electric cable heaters . See Section 35 01 42 VERTICAL GATE LIFT SYSTEMS and Section 35 20 17 VERTICAL LIFT GATES.

1.4.10 Control Building (Line Item 0012)

Payment will be made for costs associated with or incidental to the furnishing and installing of the control building at the pump station, including doors, louvers, heating system.

1.4.11 Electrical (Line Item 0013)

Payment will be made for costs associated with or incidental to, but not necessarily limited to, the furnishing and installation of electrical utilities, wiring, conduit, conductors, lighting, electrical panels, motor control centers, automatic transfer switch, grounding system, generator, gate instrumentation, pump station instrumentation, programmable logic controller, and control panels. Payment will include costs for conduit to the stilling well and warning sign and warning sign lighting.

SECTION 01 22 00 Page 6

1.4.12 Generator and Fuel System (Line Item 0014)

Payment will be made for costs associated with or incidental to the furnishing and installing of a 500kW standby generator and a 15 kW standby generator and associated fuel tanks, piping, and leak detection system.

See Section 26 32 15 DIESEL GENERATOR SET STATIONARY WITH AUXILIARIES and

33 11 13 FUEL STORAGE AND SUPPLY SYSTEM.

1.4.13 Generator Building (Line Item 0015)

Payment will be made for costs associated with or incidental to the furnishing and installing of the generator building, including doors, louvers, and exhaust system.

1.4.14 Erosion and Sediment Control (Line Item 0016)

Payment will be made for costs associated with or incidental to the furnishing and installing of erosion and sediment control features, and temporary safety barriers.

1.4.15 Wetland Vegetation Planting (Line Item 0017)

Payment will be made for the cost associated with or incidental to furnishing and planting wetland vegetation.

1.4.16 Electric Utilities Installation (Line Item 0018)

Payment will be made for costs associated with or incidental to removal, relocation, and installation of electric services in accordance with detailed work shown in the drawings.

1.4.17 Electric Utility Materials and Inspection (Line Item 0019)

Payment will include full compensation for the charges paid to utility companies for electrical service by the Contractor for furnishing all materials and providing inspection services for installation and connection of JCP&L electrical lines and service connections. Not to exceed allowance amount is included in bid as shown and not changed.

Actual payment will be based on actual costs up to the not to exceed amount. Requests for payment in excess of not to exceed allowance amount must be in accordance with the Requests for Equitable Adjustment contract clause and is subject to availability of funds.

1.4.18 Telecommunications Utility (Line Item 0020)

Payment will include full compensation for the charges paid to utility companies for telecommunications service by the Contractor for furnishing all materials, equipment, and labor required to remove, relocate, and install telecommunications services in accordance with detailed work as shown in the drawings. Not to exceed allowance amount is included in bid as shown and not changed. Actual payment will be based on actual costs up to the not to exceed amount. Requests for payment in excess of not to exceed allowance amount must be in accordance with the Requests for Equitable Adjustment contract clause and is subject to availability of funds.

1.4.19 Liability Insurance (Line Item 0021)

Payment will be made for costs associated with the acquisition of New

SECTION 01 22 00 Page 7

Jersey Department of Environmental Protection (NJDEP), Monmouth County and Middletown Township Liability Insurance. The amount bid will be the maximum amount payable. Actual payment will be based on actual costs.

1.5 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 LINE ITEMS AND PRICING SCHEDULE and described below. The unit price and payment made for each item listed shall constitute 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.

Each Unit Price CLIN may be a single pay activity item or may be broken down into pay activities with smaller quantities equal to CLIN total.

Contract unit price multiplied by agreed quantity is full compensation.

1.5.1 Riprap Revetment (Line Item 0005)

1.5.1.1 Payment

Payment for riprap satisfactorily placed will be made at the applicable contract unit price for riprap. Price(s) and payment(s) shall constitute full compensation for furnishing, hauling, handling, placing, and maintaining the stone until final acceptance by the Government.

1.5.1.2 Measurement

The total amount of material, to be paid for under this contract, will be measured by the amount of riprap delivered, weighed, and satisfactorily placed and approved according to the specifications. Payment will be based on certified weight/delivery tickets provided to the Contracting Officer in accordance with paragraph SUBMITTALS above. Payment will not be made prior to submission of certified weight/delivery tickets. See Section 35 31 19 STONE PROTECTION FOR STRUCTURES.

1.5.1.3 Unit of Measure

Ton.

1.5.2 Steel Pipe Piles (Line Item 0008)

1.5.2.1 Payment

Payment will be made for costs associated with or incidental to furnishing and installing steel pipe piles for the Pump Station foundation and Tide Gate foundation. Payment will cover all costs of furnishing, handling, storing, and installing and testing, including placing, driving and other incidental work. The estimated quantities of piles listed in the unit price schedule are given for bidding purposes only. See Section 31 62 16 STEEL PIPE PILES for additional information.

1.5.2.2 Measurement

Steel pipe piles will be measured for payment by the length satisfactorily installed.

SECTION 01 22 00 Page 8

1.5.2.3 Unit of Measure

Linear foot.

1.5.3 Contaminated Non-Hazardous Materials (Line Item 0022)

1.5.3.1 Payment

Payment will be made for costs associated with all work for handling, transport, treatment and off-site disposal of upland material exceeding NJDEP Non-Hazardous (ID 27 Waste) Suitable for Landfill cover, roadway subbase and recycling facilities.

1.5.3.2 Measurment

Contaminated non-hazardous materials as determined by soil testing will be measured for payment by the volume removed.

1.5.3.3 Unit of Measure

Cubic yard.

1.5.4 Government Field Office (Line Items 0023, 0024, 0025 and 0026)

1.5.4.1 Payment

Payment will be made for costs associated with or incidental to providing, maintaining, and final disposition of the Government field office including all costs for rent and provision of all services indicated in paragraph FIELD OFFICE of Section 00 73 00 SPECIAL CONTRACT REQUIREMENTS.

Costs for such provision and maintenance of the Contractor's own field office and other facilities will not be paid for under this line item.

1.5.4.2 Measurement

The basis for payment will be the amount of time that the Contracting Officer's field office is available to the Government within the duration of the contract.

1.5.4.3 Unit of Measure

Month.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

Upon receiving initial Resident Management System import file, go to "Pay Activities" and establish a link between bid breakdown schedule of values of "Pay Activities" to contract CLINs using "Schedule Activities" data entry page.

3.1.1 Requesting Progress Payment

For progress payments, ensure "Activity Schedule", "Feature Schedule", submittal register, and punchlists are all up to date. Use "Progress Payments" to "request Activity Earnings" for both "Activity Earnings" data

SECTION 01 22 00 Page 9 entry page and "Other Earning". Provide hard copies of supporting invoices and quantity measurements to support all requested earnings.

Ensure that sum of payment activities do not exceed contract award CLIN funding amounts, or "unbalanced" CLINs error will prevent processing the payment.

3.1.2 Options and Modification CLINS

When additional work is added by modification, existing CLINs funding amounts must be updated, or new CLINs for modification will be created.

If contract has option CLINs not yet awarded, option CLINs will appear as zero dollar CLINs until option is awarded by modification. No payment may be requested for Options or Modification CLINs until contract modification has been funded and signed.

-- End of Section --

SECTION 01 22 00 Page 10

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 54 PAGES

HSDRP, RB and SHB, Ph II, Cnt 2, MT, Port Monmouth, NJ (Am 0001)

01 22 00 SD-01 Preconstruction Submittals

G ROSchedule of Values

SD-07 Certificates

Utility Invoices

G ROCertified Weight/Delivery Tickets

01 30 00 SD-01 Preconstruction Submittals

List of Subcontractors

SD-07 Certificates

Signature Authority

Drug-Free Work Place Record

3.3.3.3 G ROInitial Project Schedule

3.4.1 G ROPreliminary Project Schedule

3.4.4 G ROPeriodic Project Schedule

3.5.2 G RONarrative Report

01 32 01 SD-07 Certificates

1.3Qualifications Statement

01 35 26 SD-01 Preconstruction Submittals

1.7 G ROAccident Prevention Plan (APP)

SD-06 Test Reports

1.4Monthly Exposure Reports

1.12Notifications and Reports

1.12.2 G ROAccident Reports

1.12.3LHE Inspection Reports

SD-07 Certificates

1.6.1.6Crane Operators/Riggers

1.7.2.2 G ROStandard Lift Plan

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AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 54 PAGES

01 35 26 1.7.2.3 G ROCritical Lift Plan

1.7.2.3 G RONaval Architecture Analysis

1.8Activity Hazard Analysis (AHA)

1.9.1Confined Space Entry Permit

1.9.1Hot Work Permit

1.12.4Certificate of Compliance

1.14License Certificates

1.14.1 G RORadiography Operation Planning

Work Sheet

01 45 04 SD-01 Preconstruction Submittals

G ROContractor Quality Plan (CQC)

01 53 00 SD-01 Preconstruction Submittals

1.3 G DOEmergency Protection Plan

01 55 26 SD-01 Preconstruction Submittals

G ROTraffic Control Plan

G ROBy-pass roadway plan for roadway closures with appropriate temporary signs.

01 57 20 SD-01 Preconstruction Submittals

1.3.1 G ROEnvironmental Protection Plan

01 57 23 SD-01 Preconstruction Submittals

3.1.1.5Storm Water Pollution Prevention

Plan

3.1.1.5Storm Water Notice of Intent

3.1.1.5Storm Water Notice of Intent

SD-06 Test Reports

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 54 PAGES

01 57 23 3.1.1.5Storm Water Inspection Reports for General Permit

3.1Erosion and Sediment Controls

3.1.1.5Erosion and Sediment Controls

SD-07 Certificates

2.1.3Mill Certificate or Affidavit

01 57 50 SD-02 Shop Drawings

G DODrilling Program Plan

01 74 19 SD-01 Preconstruction Submittals

1.6 G ROWaste Management Plan

SD-11 Closeout Submittals

1.7Records

01 78 00 SD-11 Closeout Submittals

1.3.1 G RORecord Drawings

01 88 00 SD-02 Shop Drawings

G DOCommissioning Plan

SD-06 Test Reports

G DOPre-Functional Test Reports

G DOFunctional Performance Test

Reports

02 22 13 SD-01 Preconstruction Submittals

G DOVibration Control Specialist

G DOVibration Control Specialist

Alternate

G DOVibration Monitoring

Technician(s)

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 4 OF 54 PAGES

02 22 13 G DOStructural Inspection/Evaluation

Engineer

G DOPre-Construction Structural

Survey

G DOVibration Control Plan

SD-06 Test Reports

Vibration Monitoring Report

Daily Instrument Logs

G DOPost-Construction Structural

Survey

02 27 50 SD-02 Shop Drawings

2.1.1 G ROFloating Turbidity Barrier

3.1.1 G ROFloating Turbidity Barrier

2.1.2 G ROFloating Safety Barrier

3.1.2 G ROFloating Safety Barrier

2.1.3 G ROFloating Barrier at Pump Station

3.1.3 G ROFloating Barrier at Pump Station

03 11 13 SD-02 Shop Drawings

3.1.1 G DOFormwork

SD-03 Product Data

1.3 G DODesign

2.1 G ROForm Materials

2.1.4 G ROForm Releasing Agents

03 15 00 SD-02 Shop Drawings

2.4 G DOWaterstops

SD-03 Product Data

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 5 OF 54 PAGES

03 15 00 2.2Preformed Expansion Joint Filler

2.3Sealant

2.4Waterstops

SD-04 Samples

2.3.2Lubricant for Preformed

Compression Seals

2.3.3Field-Molded Type

2.4.1Non-metallic Materials

2.4Waterstops

2.5.2 G DOSplicing Waterstops

SD-07 Certificates

2.2Preformed Expansion Joint Filler

2.3Sealant

2.4Waterstops

03 20 00 SD-02 Shop Drawings

3.1 G DOReinforcement

SD-03 Product Data

1.3.1Welding

G DOButt-Splices

2.7 G DOMaterial

SD-06 Test Reports

2.7 G DOMaterial

2.7 G DOTests, Inspections, and

Verifications

SD-07 Certificates

2.3Reinforcing Steel

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 6 OF 54 PAGES

03 20 00 1.3.2Qualification of Steel Bar

Butt-Splicers

03 31 00 SD-02 Shop Drawings

G DOReinforcing steel

SD-03 Product Data

G DOConcrete Mix Designs

G DOBatch Plant

Concrete Mixers

Conveying Equipment

Placing Equipment

G DOConstruction Joint Treatment

G DOCold-Weather Requirements

G DOHot-Weather Requirements

G DOCementitious Materials, Admixtures, and Curing

Compound

G DONonshrink Grout

G DOMechanical Reinforcing Bar

Connectors

SD-06 Test Reports

2.2 G DOAggregates

G ROMill Test Reports

3.13 G DOTesting and Inspection

G DOQuality of Aggregates

Mixer Uniformity

G ROWater

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 7 OF 54 PAGES

03 31 00 SD-07 Certificates

1.3 G ROConcrete Field Testing

Technician

1.3 G ROConcrete Construction Inspector

(CCI)

G DOCementitious Materials

2.1.3 G DOBlended Hydraulic Cement

SD-08 Manufacturer’s Instructions

G ROCuring Compound

03 39 00 SD-06 Test Reports

3.2 G ROTesting and Inspection for CQC

04 20 00 SD-02 Shop Drawings

1.4.4 G RODetail Drawings

SD-03 Product Data

2.2 G ROClay or Shale Brick

2.5.3 G ROCement

2.11 G ROInsulation

1.6.2 G ROCold Weather Installation

SD-04 Samples

2.3 G ROConcrete Masonry Units (CMU)

2.2 G ROClay or Shale Brick

2.7 G ROAnchors, Ties, and Bar

Positioners

2.12 G ROExpansion-Joint Materials

2.8 G ROJoint Reinforcement

2.11 G ROInsulation

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 8 OF 54 PAGES

04 20 00 SD-05 Design Data

2.5.4 G ROPre-Mixed Mortar

1.2.1.1 G ROUnit Strength Method

SD-06 Test Reports

3.18.1 G ROField Testing of Mortar

3.18.2 G ROField Testing of Grout

2.5.3 G ROMasonry Cement

2.3.2 G ROFire-Rated CMU

1.4.3 G ROMasonry Inspector Qualifications

SD-07 Certificates

2.2Clay or Shale Brick

2.3Concrete Masonry Units (CMU)

2.7Anchors, Ties, and Bar

Positioners

2.12Expansion-Joint Materials

2.8Joint Reinforcement

2.5.3Masonry Cement

2.11Insulation

2.5.1Admixtures for Masonry Mortar

Admixtures for Grout

1.4.2Contamination

SD-08 Manufacturer’s Instructions

2.5.3Masonry Cement

SD-10 Operation and Maintenance

Data

Plastic Identification

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 9 OF 54 PAGES

04 20 00 3.17.2Take-Back Program

05 05 23 SD-03 Product Data

1.5 G ROWelding Procedure Qualifications

1.6Welder, Welding Operator, and

Tacker Qualification

1.7Inspector Qualification

1.5.2Previous Qualifications

1.5.3Pre-qualified Procedures

SD-06 Test Reports

3.2Quality Control

3.3.1Nondestructive Examination

SD-07 Certificates

1.5.1Certified Welding Procedure

Specifications (WPS)

1.5.1Certified Brazing Procedure

Specifications (BPS)

1.5.1Certified Procedure Qualification

Records (PQR)

1.5.1Certified Welder Performance

Qualifications (WPQ)

1.5.1Certified Brazer Performance

Qualifications (BPQ)

05 40 00 SD-02 Shop Drawings

1.6.1 G ROFraming Components

SD-03 Product Data

2.1Studs, Joists

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 10 OF 54 PAGES

05 40 00 SD-05 Design Data

1.6.2 G ROMetal Framing Calculations

SD-07 Certificates

1.4Load-Bearing Cold-Formed Metal

Framing

3.2.1Welds

05 50 14 SD-02 Shop Drawings

1.3.1 G DODetail Drawings

SD-03 Product Data

2.1.1 G ROMaterials List

SD-06 Test Reports

2.3Tests, Inspections, and

Verifications

05 50 15 SD-02 Shop Drawings

2.1 G DOMiscellaneous Metals & Standard

Metal Articles

2.2 G DOShop Fabricated Metal Items

SD-03 Product Data

2.1Miscellaneous Metals & Standard

Metal Articles

2.2Shop Fabricated Metal Items

SD-06 Test Reports

2.1 G DOMiscellaneous Metals & Standard

Metal Articles

2.2 G DOShop Fabricated Metal Items

SD-07 Certificates

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 11 OF 54 PAGES

05 50 15 2.1.5.3 G ROPost-Installed Anchors

2.1.7 G ROAll-Thread Bar

07 21 13 SD-03 Product Data

2.1 G ROBlock or board insulation

2.2Vapor retarder

2.3Pressure sensitive tape

2.4Protection board or coating

2.5Accessories

Certification

SD-08 Manufacturer’s Instructions

2.1Block or Board Insulation

2.5.1Adhesive

07 21 16 SD-03 Product Data

2.2BATT Insulation

2.4Accessories

SD-08 Manufacturer’s Instructions

3.3.1Insulation

07 60 00 SD-02 Shop Drawings

3.1.14 G ROCovering on flat, sloped, or

curved surfaces

G ROSplash pans

3.1.10 G ROBase flashing

3.1.11 G ROCounterflashing

3.1.15 G ROFlashing at roof penetrations

3.1.18 G ROCopings

3.1.12 G RODrip edge

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 12 OF 54 PAGES

07 60 00 3.1.13 G ROEave flashing

SD-11 Closeout Submittals

Quality Control Plan

07 61 14 SD-02 Shop Drawings

1.2.5 G DORoofing

SD-03 Product Data

2.1 G DORoofing panels

2.3Attachment clips

2.4.1Closures

2.4Accessories

2.4.2Fasteners

2.4.3Sealants

2.5Insulation

1.7 G ROwarranty

SD-04 Samples

2.1panel

2.4Accessories

2.4.3Sealants

2.2Intermediate Support

SD-05 Design Data

1.5 G DODesign calculations

SD-06 Test Reports

3.6 G ROField Inspection

1.3.3Structural performance

1.6.6Finish

SD-07 Certificates

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 13 OF 54 PAGES

07 61 14 1.6.3Manufacturer's Technical

Representative

1.6.4Installer's Qualifications

2.1 G ROCoil stock

SD-08 Manufacturer’s Instructions

3.3 G ROInstallation

SD-11 Closeout Submittals

3.8Information card

08 11 13 SD-02 Shop Drawings

2.1 G RODoors

2.3 G ROFrames

2.2 G ROAccessories

2.4Weatherstripping

SD-03 Product Data

2.1 G DODoors

2.3 G DOFrames

2.2 G DOAccessories

2.4 G DOWeatherstripping

SD-04 Samples

2.6.4 G DOFactory-applied enamel finish

08 33 23 SD-02 Shop Drawings

2.2.1 G ROOverhead Coiling Doors

2.2.3 G ROCounterbalancing Mechanism

2.2.4 G ROManual Door Operators

2.2.5 G ROElectric Door Operators

2.2.1.3 G ROBottom Bars

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 14 OF 54 PAGES

08 33 23 2.1.1.1 G ROGuides

2.2.3.1 G ROMounting Brackets

2.2.1.8 G ROOverhead Drum

G ROHood

2.1.1.1 G ROInstallation Drawings

SD-03 Product Data

2.2.1 G ROOverhead Coiling Doors

2.2.2 G ROHardware

2.2.3 G ROCounterbalancing Mechanism

2.2.4 G ROManual Door Operators

2.2.5 G ROElectric Door Operators

G ROFire-Rated Door Assembly

SD-05 Design Data

2.2.1 G ROOverhead Coiling Doors

2.2.2 G ROHardware

2.2.3 G ROCounterbalancing Mechanism

2.2.4 G ROManual Door Operators

2.2.5 G ROElectric Door Operators

1.3 G ROFire-Rated Door

SD-10 Operation and Maintenance

Data

3.3.2 G ROOperation and Maintenance

Manuals

G ROProcedures

G ROManufacturer's Brochures

G ROParts Lists

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 15 OF 54 PAGES

08 33 23 SD-11 Closeout Submittals

3.3.1 G ROWarranty

08 71 00 SD-02 Shop Drawings

1.3 G DOHardware schedule

2.3.7Keying system

SD-03 Product Data

2.3 G DOHardware items

SD-08 Manufacturer’s Instructions

3.1Installation

SD-10 Operation and Maintenance

Data

1.3 G DOHardware Schedule

SD-11 Closeout Submittals

1.4Key Bitting

08 91 00 SD-02 Shop Drawings

1.4 G DOWall louvers

SD-03 Product Data

2.2 G DOMETAL WALL LOUVERS

SD-04 Samples

1.4 G DOWall louvers

09 90 00 SD-03 Product Data

Environmental Data

2.1 G ROCoatings

2.1Manufacturer's Technical Data

Sheets

Se…