December 19, 2025

PROJECT MANUAL

CHARLESTON COUNTY

BEES FERRY CLASS THREE LANDFILL

CELLS 3 & 6 EXPANSION PROJECT

Bid #

DECEMBER 2025

GARRETT & MOORE, INC.

1029 WEST SOUTH ST

RALEIGH, NORTH CAROLINA 27603

PHONE: (919) 792-1900 FAX: (866) 311-7206

www.garrett-moore.com http://www.garrett-moore.com/

CHARLESTON COUNTY BEES FERRY CLASS THREE

LANDFILL CELLS 3 & 6 EXPANSION

TABLE OF

CONTENTS

SECTION SUBJECT

DIVISION 1 – GENERAL REQUIREMENTS

01010 Summary of Work 01025 Measurement and Payment 01026 Schedule of Values 01027 Application for Payment 01030 Special Project Procedures 01036 Change Order Procedures 01040 Construction Quality Assurance/Quality Control Plan (CQA Plan) 01050 Field Engineering 01055 Duties, Responsibilities and Limitations of Authority of Resident

Project Representative 01200 Project Meetings 01310 Construction Schedules 01340 Shop Drawings, Product Data, Working Drawings, and Samples 01380 Construction Photographs

SECTION SUBJECT

01700 Contract Closeout 01720 Project Record Documents 01740 Warranties and Bonds

DIVISION 2 – SITE WORK

02100 Site Preparation 02200 Excavation, Backfill, and Compaction 02272 Filter Fabric 02274 Geocomposite Drainage Net 02275 Compacted Soil Liner 02276 Erosion and Sedimentation Control 02277 Geosynthetic Clay Liner 02623 HDPE Pipe 02776 HDPE Liner 02778 Scrim-Reinforced FML 02901 Miscellaneous Work and Cleanup 02985 Stabilization

TABLE OF CONTENTS

(CONTINUED)

DIVISION 3 – CONCRETE (NOT USED)

DIVISION 4 – MASONRY (NOT USED)

DIVISION 5 – METALS (NOT USED)

DIVISION 6 – WOOD AND PLASTICS (NOT USED)

DIVISION 7 – THERMAL AND MOISTURE PROTECTION (NOT USED)

DIVISION 8 – DOORS AND WINDOWS (NOT USED)

DIVISION 9 – FINISHES (NOT USED)

DIVISION 10 – SPECIALTIES (NOT USED)

DIVISION 11 – EQUIPMENT

11323 Submersible Leachate Pumps

DIVISION 12 – FURNISHINGS (NOT USED)

DIVISION 13 – SPECIAL CONSTRUCTION (NOT USED)

DIVISION 14 – CONVEYING SYSTEM (NOT USED)

DIVISION 15 – MECHANICAL (NOT USED)

DIVISION 16 – ELECTRICAL (NOT USED)

END OF SECTION

December 2025

01010-1

SECTION 01010

SUMMARY OF WORK

PART 1: GENERAL

1.01 LOCATION OF WORK

A. The work of this Contract is in Charleston County, South Carolina. The landfill project consists of furnishing and installing, complete, including labor, equipment, parts, materials, and other work incidental for the construction of the Bees Ferry Class Three Landifll Cell 3 & 6 Expansion to include but not limited to abandonment of the existing Ash Monofill within the existing Cell 3 footprint, installation of an approximate 22-acre class three landfill base liner system consisting of approximately 300,000 CY of structural fill soil materials, geosynthetic clay liner, geomembrane liner, geocomposite drainage net, leachate collection piping, 2-foot minimum soil protective (drainage) cover layer, raincover system, and appurtenances.

B. The project site is the Charleston County Solid Waste Landfill Facility located on 1344 Bees Ferry Rd, Charleston, SC 29414.

1.02 WORK TO BE DONE

A. Provide all labor, materials, equipment, tools, services and incidentals necessary to complete all work required by the Contract Documents to furnish and install all work as shown on the Drawings and specified herein.

B. Complete the Work, in place, tested, and ready for continuous service.

Perform or provide repairs, replacements and restoration required as a result of damages resulting from construction operations.

C. Furnish and install all materials, equipment, and incidentals which are reasonably and properly inferable and necessary for the proper completion of the Work, whether specifically indicated in the Contract Documents or not.

1.03 DRAWINGS AND SPECIFICATIONS FURNISHED TO THE

CONTRACTOR FOR CONSTRUCTION

A. Three sets of prints and three sets of Specifications shall be furnished to the Contractor for construction at no charge. Additional sets may be purchased at the cost of reproduction.

1.04 ABBREVIATIONS AND REFERENCES

A. Whenever reference is made to the furnishing of materials or testing thereof to conform to the standards of any technical society, organization or body, it shall be construed to mean the latest standard, code, specification or

01010-2 tentative specification adopted and published at the date of advertisement for bids, even if reference has been made to an earlier standard. Where standards, specifications or codes of the various technical societies, organizations or bodies have been referred to throughout the Specifications, the referenced standard, specification or code is hereby made a part of the Contract the same as if herein repeated in full.

In the event of any conflict between any of these specifications, standards, codes or tentative specifications, and the Specifications, the latter shall govern.

B. Reference to a technical society, organization, or body may be made in the

Specifications by abbreviations, in accordance with the following list:

AASHTO The American Assoc. of State Highway and Transportation Officials

ACI American Concrete Institute AISC American Institute of Steel Construction AGA American Gas Association ANSI American National Standards Institute ASCE American Society of Civil Engineers ASME American Society at Mechanical Engineers ASTM American Society of Testing Materials AWS American Welding Society AWWA American Water Works Association DIPRA Ductile Iron Pipe Research Association EPA Environmental Protection Agency FED.SPEC. Federal Specifications IEEE Institute of Electrical and Electronic Engineers OSHA Occupational Safety and Health Administration SCDOT South Carolina Department of Transportation NEMA National Electrical Manufacturers Association DHEC South Carolina Department of Health and Environment

Control

C. When no reference is made to a code, standard, or specification, the standard specifications of the ASTM, the ANSI, the ASME, the IEEE, or the NEMA shall govern.

PART 2: PRODUCTS (Not Used)

PART 3: EXECUTION (Not Used)

01025-1

SECTION 01025

MEASUREMENT AND PAYMENT

PART 1: GENERAL

1.01 SCOPE OF WORK

A. All contract prices included in Section C-410 will be full compensation for all labor, materials, tools, equipment and incidentals necessary to complete the Work as shown on the Drawings and specified in the Contract Documents to be performed under this Contract.

B. The items listed below, refer to and are the same pay items listed in the Bid Form. They constitute all of the pay items for the completion of the Work. No direct or separate payment will be made for providing miscellaneous temporary or accessory work, services, job signs, sanitary requirements, testing, safety devices, surveying, field engineering, approval and record drawings, water supplies, power, maintaining traffic, removal of waste, watchmen, and all other requirements of the General Conditions and DIVISION 1 - GENERAL REQUIREMENTS. Compensation for all such services, equipment and materials shall be included in the prices stipulated for the lump sum and unit price bid items listed herein.

C. Each lump sum and unit price will be deemed to include an amount considered by CONTRACTOR to be adequate to cover CONTRACTOR'S overhead and profit for each separately identified item.

D. Restoration is not a separate bid item but is considered to be an integral part of the work under the contract, and all contract bid prices include the cost of restoration necessitated by the work related to that bid item.

E. Progress Payment for any item for which certifying surveys are required by Section 01050 will be made based on estimated quantities verified by the ENGINEER. The ENGINEER will verify all final quantities prior to Final Payment for that item. Certifying surveys will be required for payment greater than 75% of the estimated total amount of that bid item as required by Section 01050. No Final Payment will be made for any item for which certifying surveys required by Section 01050 have not been submitted and approved by the

ENGINEER.

01025-2

BID ITEMS

Item 1 –Mobilization, Demobilization, Bonds, Insurance

1. Measurement for Mobilization, Demobilization, Bonds, Insurance will be based on actual invoice amounts to substantiate the actual bond and insurance premiums and other invoiced costs, as well as an allowance for mobilization/demobilization. Mobilization will be paid for at the contract lump sum bid price, which price and payment shall be full compensation for organizing and moving all forces, supplies, equipment and incidentals to the project site, regardless of the number of times such moves are made, and all pre-construction costs incurred after award of the contract. This price shall also include costs for demobilization.

2. Payment of this item will be made at the applicable lump sum amount, as above determined, and will represent full compensation for providing the required 100 percent Payment Bond, 100 percent Performance Bond, all insurance and mobilization/demobilization in accordance with the requirements of the General Conditions. The ENGINEER will include payments for mobilization on the first and second construction estimates.

Each payment will be for ½ of the contract lump sum price for Mobilization, subject to the limits shown in the following table:

Contract Amount

(CA)

Max. Payment

First Estimate

Max. Payment

Second Estimate

0 - $40,000 CA x 0.05 CA x 0.05

$40,000 - $200,000 $2,000 $2,000

$200,000 - $2,000,000 CA x 0.01 CA x 0.01

$2,000,000 and above (CA x 0.005)

+ $10,000

(CA x 0.005)

+ $10,000

Item 2 - Stripping

1. Measurement: The quantity of Grubbing/Stripping which will be paid for under this item will be the actual number of cubic yards measured by comparing the pre-work topographic survey to the topographic survey performed after the grubbing/stripping and prior to excavation and backfill, 01025-3 as required in Section 01050.

2. Payment: The unit price bid for this item will be full compensation for excavation and stockpiling grubbing/stripping materials from within the limits grubbing/stripping as shown on the Drawings and specified herein.

No Final Payment will be made for this line item for which certifying surveys required by Section 01050 have not been submitted and approved by the

ENGINEER.

Item 3 – Temporary Operational Berm

1. Measurement: The quantity of Temporary Operational Berm to be paid for under this item will be the actual number of cubic yards of soil backfilled as shown on the Drawings and specified herein and accepted by the ENGINEER as measured by comparing the topographic survey performed after stripping and prior to excavation and backfill (Pre-Work Survey, as required by Section 01050), to the topographic survey performed upon the completion of excavation and backfill (Subgrade Plan Survey, as required by Section 01050).

2. Payment: The unit price bid for this item will be full compensation for backfilling to the design Temporary Operational Berm as shown on the Drawings and specified herein including but not limited to excavating, hauling, stockpiling and backfilling; surveying; drainage and dewatering;

sheeting and bracing; test pits to verify location and depth of existing buried utilities and other facilities; care and protection of existing utilities and structures; site restoration; conformance to all federal, state, and county Standards and requirements; and all other work required or incidental to the satisfactory completion of all work under this item for which payment is not provided under other items in the bid form.

Item 4 – Ash Monfill Relocation to Existing MSWLF

1. Measurement: The quantity of Ash Monfill Relocation to Existing MSWLF which will be paid for under this item will be the number of cubic yards of Ash Monofill materials, including ash and soil, within the construction limits and stockpiled in the existing MSWLF as shown in the Drawings and specified herein and accepted by the ENGINEER as measured by comparing the topographic survey performed just prior and immediately after Organic Debris Stockpile completion (Stockpile Survey, as required by Section 01050).

2. Payment: The unit prices bid for this item will be full compensation to

01025-4 perform all work required for excavation and removal of existing ash and soil material, hauling, stockpiling the materials at an on-site location approved by the ENGINEER, stabilization of the stockpiled material, and fine grading the existing intermediate cover layer; and all other work required or incidental to the satisfactory completion of all work under this item for which payment is not provided under other items in the bid form.

Item 5 – Ash Monofill FML Removal and Disposal, Cap System and Base Liner

1. Measurement: The quantity of Ash Monofill FML Removal and Disposal, Cap System and Base Liner which will be paid for under this item will be the plan view area of liner materials as shown

2. Payment: The unit price bid for this item will be full compensation for cutting, hauling, and disposing of Ash Monofill FML materials in the active Class Three landfill.

Item 6 – Ash Monofill Leachate Collection System Removal and Disposal

1. The lump sum price bid for the Ash Monofill Leachate Collection System Removal and Disposal will be full compensation for all labor, materials, tools, equipment, supervision and incidentals required to remove existing piping infrastructure and manholes associated with the Ash Monofill abandonment.

Item 7 – Unclassified Excavation and Stockpiling

1. Measurement: The quantity of Unclassified Excavation and Stockpiling to be paid for under this item will be the actual number of cubic yards of material excavated to achieve the Excavation Plan and unloading at the specified stockpile location shown on the Drawings and specified herein and accepted by the ENGINEER as measured by comparing the topographic survey performed after the stripping and prior to structural filling (Pre-Work Survey, as required by Section 01050) to the topographic survey performed upon the completion of Excavation Plan (Excavation Plan Survey, as required by Section 01050).

2. Payment: The unit price bid for this item will be full compensation for excavating unclassified materials, loading, hauling, and unloading at the designate stockpile area, surveying, measuring; and all other work required or incidental to the satisfactory completion of all work under this item for which payment is not provided under other items in the bid form.

01025-5

Item 8 – Geogrid Fabric for Foundation Improvement

1. Measurement: The quantity of Geogrid Fabric for Foundation Improvement to be paid for under this item will be the actual number of square yards of installed Geogrid Fabric for Foundation Improvement placed at the at the direction of the OWNER and verified by OWNER’s representative prior to backfilling as measured as length x width.

2. Payment: The unit price bid for this item shall be full compensation for all labor, materials, tools, equipment, supervision and incidentals required for furnishing and installing Geogrid Fabric; and all other work required or incidental to the satisfactory completion of all Work under this item for which payment is not provided under other items in the bid form.

Item 9 – Subgrade Excavation & Embankment Fill Placement

1. Measurement: The quantity of Subgrade Excavation & Embankment Fill Placement to be paid for under this item will be the actual number of cubic yards of materials excavated to achieve the Subgrade Plan as shown on the Drawings and specified herein and accepted by the ENGINEER and measured by comparing the topographic survey performed after the stripping and the prior to structural filling (Pre-Work Survey, as required by Section 01050) to the topographic survey performed upon the completion of excavation and backfill (Subgrade Plan Survey, as required by Section 01050).

2. Payment: The unit price bid for this item will be full compensation for excavating and backfilling to achieve the Subgrade Plan as shown on the Drawings and specified herein including but not limited to excavating, hauling, and backfilling; surveying; drainage and dewatering; sheeting and bracing; test pits to verify location and depth of existing buried utilities and other facilities; care and protection of existing utilities and structures; site restoration; and all other work required or incidental to the satisfactory completion of all work under this item for which payment is not provided under other items in the bid form.

Item 10 – Structural Fill Placement from Offsite Soil Source

1. Measurement: The quantity of Structural Fill Placement from Offsite Soil Source to be paid for under this item will be the actual number of cubic yards of soil backfilled minus the actual number of cubic yards of soil excavated in accordance with the Subgrade Plan as shown on the Drawings and specified herein and accepted by the ENGINEER as measured by

01025-6 comparing the topographic survey performed after stripping and prior to excavation and backfill (Pre-Work Survey, as required by Section 01050), to the topographic survey performed upon the completion of excavation and backfill (Subgrade Plan Survey, as required by Section 01050).

2. Payment: The unit price bid for this item will be full compensation for excavating to the design Subgrade Plan as shown on the Drawings and specified herein including but not limited to excavating, hauling, stockpiling and backfilling; surveying; drainage and dewatering; sheeting and bracing;

test pits to verify location and depth of existing buried utilities and other facilities; care and protection of existing utilities and structures; site restoration; conformance to all federal, state, and county Standards and requirements; and all other work required or incidental to the satisfactory completion of all work under this item for which payment is not provided under other items in the bid form.

Item 11 – Geosynthetic Reinforced Soil Slope Backfill

1. Measurement: The quantity of Geosynthetic Reinforced Soil Slope Backfill to be paid for under this item will be the actual number of cubic yards of soil backfilled and geogrid reinforcement as shown on the Drawings and specified herein and accepted by the ENGINEER as measured by comparing the topographic survey performed after stripping and prior to excavation and backfill (Pre-Work Survey, as required by Section 01050), to the topographic survey performed upon the completion of excavation and backfill within the designated plan limits of (Subgrade Plan Survey, as required by Section 01050).

2. Payment: The unit price bid for this item will be full compensation for excavating to the design Subgrade Plan as shown on the Drawings and specified herein including but not limited to excavating, hauling, stockpiling and backfilling; surveying; geogrid reinforcement; drainage and dewatering;

sheeting and bracing; test pits to verify location and depth of existing buried utilities and other facilities; care and protection of existing utilities and structures; site restoration; conformance to all federal, state, and county Standards and requirements; and all other work required or incidental to the satisfactory completion of all work under this item for which payment is not provided under other items in the bid form.

Item 12 – Geosynthetic Reinforced Soil Slope Erosion Control Blanket

1. Measurement: The quantity of Geosynthetic Reinforced Soil Slope Erosion Control Blanket which will be paid for under this item will be the actual

01025-7 number of square yards of Geosynthetic Reinforced Soil Slope Erosion Control Blanket as measured in the two-dimensional plan view installed.

2. Payment: The unit price bid for this item will be full compensation for all labor, materials, tools, equipment, supervision, and incidentals required to furnish and install the Erosion Control Matting as shown on the drawings and specified herein for which payment is not provided under other items in the bid form.

Item 13 – ABC Paving

1. Measurement: The quantity of ABC Paving which will be paid for under this item will be the actual number of square yards of 12" Thick Compacted ABC w/ 8 oz Geotextile as measured in the two-dimensional plan view installed and minimum thickness as verified by the Road Thickness Survey as required by Section 01050 – Field Engineering.

2. Payment: The unit price bid for this item will be full compensation for all labor, materials, tools, equipment, supervision required to furnish and install the 12" Thick Compacted ABC w/ 8 oz Geotextile as shown on the drawings and all other work required or incidental to the satisfactory completion of all work under this item for which payment is not provided under other items in the bid form.

Item 14 - Guardrail

1. Measurement: The quantity of Guardrail which will be paid for under this item will be the number of linear feet as measured and accepted by the ENGINEER. Guardrail shall conform to SCDOT Type MGS3CS Additional Length Post (SCDOT Standard Drawing 805-215).

2. Payment: The unit price bid for this item will be full compensation for all labor, materials including supports and end sections, tools, equipment, supervision, and incidentals to furnish and install the guardrail as shown on the Drawings.

Item 15 – 36" RCP Pipe w/ FES Both Ends

1. Measurement: The quantity of 36" RCP Pipe w/ FES Both Ends to be paid for under this item will be the actual number of linear feet of installed 36" RCP Pipe w/ FES Both Ends as shown on the Drawings and specified herein and accepted by the ENGINEER as measured horizontally along the centerline of the installed pipe.

01025-8

2. Payment: The unit price bid for this item shall be full compensation for all labor, materials, tools, equipment, supervision and incidentals required for furnishing and installing the 36" RCP Pipe w/ FES Both Ends; and all other work required or incidental to the satisfactory completion of all work under this item for which payment is not provided under other items in the bid form.

Item 16 – SCDOT Class B Riprap

1. Measurement: The quantity of SCDOT Class B Riprap which will be paid for under this item will be the actual number of square yards of SCDOT Class B Riprap installed to the specified thickess underlain by 8 oz/sy nonwoven geotextile. and accepted by the ENGINEER.

2. Payment: The unit price bid for this item will be full compensation for all labor, materials, tools, equipment, supervision to furnish and install the SCDOT Class B Riprap as shown on the drawings and specified herein and all other work required or incidental to the satisfactory completion of all work under this item for which payment is not provided under other items in the bid form.

Item 17 – Compacted Soil Liner

1. Measurement: The quantity for the Compacted Soil Liner which will be paid for under this item will be the actual number of square yards of the Compacted Soil Liner measured in place by computing the two-dimensional plan area of the limits of the Compacted Soil Liner survey as required in Section 01050.

2. Payment: The unit price bid per square yard for this item will be full compensation for all labor, materials, tools, equipment, approved water source, quality control, surveying, supervision and incidentals (including anchor trench) required to complete the installation of Compacted Soil Liner as shown on the Drawings and specified herein, including, but not limited to, excavation and restoration, hauling, mixing, placement and compaction, testing, tie-in with existing soil liner system, and protection of stockpiled and installed material. Payment will only be made for areas that have reached the required thickness, compaction, and permeability requirements and approved by the ENGINEER.

Item 18 - Geosynthetic Clay Liner (GCL)

1. Measurement: The quantity of Geosynthetic Clay Liner (GCL) which will be paid for under this item will be the actual number of square yards of installed Geosynthetic Clay Liner (GCL) as shown on the Drawings and specified herein and accepted by the ENGINEER as measured in the two dimensional plan view and excluding the anchor trench surveyed as part of

01025-9 the Geosynthetic Clay Liner (GCL) Survey as required in Section 01050.

2. Payment: The unit prices bid for this item will be full compensation for all labor, materials, tools, equipment, certification of surveying, testing equipment, supervision, and incidentals (including anchor trench) required to furnish and install the Geosynthetic Clay Liner (GCL); and all other work required or incidental to the satisfactory completion of all work under this item for which payment is not provided under other items in the bid form.

Item 19 - 60 mil Textured HDPE Liner

1. Measurement: The quantity of 60 mil Textured HDPE Liner which will be paid for under this item will be the actual number of square yards of installed 60 mil Textured HDPE Liner as shown on the Drawings and specified herein and accepted by the ENGINEER as measured in place in the two dimensional plan view and excluding the anchor trench as measured by computing the plan view area of the limits FML surveyed as part of the 60 mil Textured HDPE Liner Survey as required in Section 01050.

2. Payment: The unit prices bid for this item will be full compensation for all labor, materials, tools, equipment, certification of surveying, testing equipment, supervision, and incidentals (including anchor trench) required to install the 60 mil Textured HDPE Liner; and all other work required or incidental to the satisfactory completion of all work under this item for which payment is not provided under other items in the bid form.

Item 20 –Geocomposite Drainage Net (GDN)

1. Measurement: The quantity of Geocomposite Drainage Net (GDN) which will be paid for under this item will be the number of square yards of installed Base Liner Geocomposite Drainage Net (GDN) as shown on the Drawings and specified herein and accepted by the ENGINEER as measured in place in the two dimensional plan view and excluding the anchor trench as measured by computing the plan view area of the limits GDN surveyed as part of the Geocomposite Drainage Net (GDN) Survey as required in Section 01050.

2. Payment: The unit price bid for this item will be full compensation for all labor, materials, tools, equipment, certifying surveying, supervision, and incidentals (including anchor trench) required to install the Base Liner Geocomposite Drainage Net (GDN); and all other work required or incidental to the satisfactory completion of all work under this item for which payment is not provided under other items in the bid form.

01025-10

Item 21 – 24-inch-Thick Protective Cover Soil Layer

1. Measurement: The quantity for 24-inch-Thick Protective Cover Soil Layer which will be paid for under this item will be the number of square yards of installed 24-inch-Thick Protective Cover Soil Layer as shown on the Drawings and specified herein and accepted by the ENGINEER as measured in place in the two dimensional plan view as measured in the two dimensional plan view surveyed as part of the 24-inch-Thick Protective Cover Soil Layer Survey as required in Section 01050.

2. Payment: The unit price bid for this item will be full compensation to complete the installation of the 24-inch Thick Protective Cover Soil Layer including, but not limited to, borrow excavation and restoration, hauling, placement and compaction, testing, protection of stockpiled and installed material; and all other work required or incidental to the satisfactory completion of all work under this item for which payment is not provided under other items in the bid form.

Item 22 – LCS 8-inch Diameter Perforated HDPE Pipe Collection Line

1. Measurement: The quantity of LCS 8-inch Diameter Perforated HDPE Pipe Collection Line to be paid for under this item will be the actual number of linear feet of installed LCS 8-inch Diameter Perforated HDPE Pipe constructed as shown on the Drawings and specified herein and accepted by the ENGINEER as measured horizontally along the centerline of the installed pipe.

2. Payment: The unit price bid for this item shall be full compensation for all labor, materials, tools, equipment, supervision and incidentals required for installing the LCS 8-inch Diameter Perforated HDPE Pipe Collection Line, Collection Line, graded aggregate filter, and Fabric Cushion; and all other work required or incidental to the satisfactory completion of all work under this item for which payment is not provided under other items in the bid form.

Item 23 – 8-inch LCS HDPE Pipe Collection Line Cleanouts

1. Measurement: The quantity of Purchase and Stockpile 8” LCS HDPE Pipe Collection Line Cleanouts to be paid for under this item will be the actual number of linear feet of installed 8” LCS HDPE Pipe Collection Line Cleanouts as shown on the Drawings and specified herein and accepted by the ENGINEER.

2. Payment: The unit price bid for this item shall be full compensation for all labor, materials, tools, equipment, supervision and incidentals required for

01025-11 installing the HDPE pipe; wye’s, tee sections, bends, reducers and fittings;

threaded end caps, concrete pads, marker posts; cleaning; testing;

surveying; and all other work required or incidental to the satisfactory completion of all work under this item for which payment is not provided under other items in the bid form.

Item 24 – Leachate Pump HDPE Sump & Riser Pipe

1. Measurement: The quantity of Leachate Pump HDPE Sump & Riser Pipe to be paid for under this item will be the actual number of installed Leachate Pump HDPE Sump & Riser Pipe as shown on the Drawings and specified herein and accepted by the ENGINEER.

2. Payment: The unit price bid for this item shall be full compensation for all labor, materials, tools, equipment, supervision and incidentals required for furnishing and installing the Leachate Pump HDPE Sump & Riser Pipe including sub-base preparation, Sump Cleanouts materials, placement; and all other work required or incidental to the satisfactory completion of all work under this item for which payment is not provided under other items in the bid form.

Item 25 – Leachate Sump Control Enclosure

1. Measurement: The quantity of Leachate Sump Control Enclosure to be paid for under this item will be the actual number of installed Leachate Sump Control Enclosures as shown on the Drawings and specified herein and accepted by the ENGINEER.

2. Payment: The unit price bid for this item shall be full compensation for all labor, materials, tools, equipment, supervision and incidentals required for furnishing and installing the Leachate Sump Control Enclosure including sub-base preparation, foundation preparation, reinforced cast-in-place concrete, masonry, fencing, access stairways and ditch manway crossing, and all other work required or incidental to the satisfactory completion of all work under this item for which payment is not provided under other items in the bid form.

Item 26 – Landfill Sump Submersible Leachate Pumps and Control Panels

1. Measurement: The quantity of Landfill Sump Submersible Leachate Pumps and Control Panels to be paid for under this item will be the actual number of installed Landfill Sump Submersible Leachate Pumps and Control Panels as shown on the Drawings and specified herein and accepted by the

ENGINEER.

01025-12

2. Payment: The unit price bid for this item shall be full compensation for all labor, materials, tools, equipment, supervision and incidentals required for furnishing and installing the Landfill Sump Submersible Leachate Pumps and Control Panels including materials, placement, testing, startup, inspection requirements; and all other work required or incidental to the satisfactory completion of all work under this item for which payment is not provided under other items in the bid form.

Item 27 – Landfill Sump Spare Submersible Leachate Pumps

1. Measurement: The quantity of Landfill Sump Spare Submersible Leachate Pumps to be paid for under this item will be the actual number of supplied Spare Submersible Leachate Pumps as specified herein and accepted by the ENGINEER.

2. Payment: The unit price bid for this item shall be full compensation for all labor, materials, tools, equipment, supervision and incidentals required for furnishing and supplying Landfill Sump Spare Submersible Leachate Pumps including materials, placement, testing, startup, inspection requirements; and all other work required or incidental to the satisfactory completion of all work under this item for which payment is not provided under other items in the bid form.

Item 28 – 3"x6” Dual Containment HDPE Force Main

1. Measurement: The quantity of 3"x6” Dual Containment HDPE Force Main which will be paid for under this item will be the actual number of linear feet of installed 4"-Diameter HDPE Force Main as shown on the Drawings and specified herein and accepted by the ENGINEER as measured horizontally along the centerline of the installed pipe.

2. Payment: The unit prices bid for this item will be full compensation for all labor, materials, tools, equipment, certification of surveying, testing equipment, supervision, and incidentals (including trenching and backfill) required to install the 3"x6” Dual Containment HDPE Force Main for which payment is not provided under other items in the bid form.

Item 29 – Electrical Conduit

1. Measurement: The quantity of Electrical Conduit which will be paid for under this item will be the actual number of linear feet of installed Electrical Conduit as shown on the Drawings and specified herein and accepted by the ENGINEER as measured along the centerline of the installed pipe.

2. Payment: The unit prices bid for this item will be full compensation for all

01025-13 labor, materials, tools, equipment, certification of surveying, testing equipment, supervision, and incidentals (including trenching and backfill outside the limits of closure) required to furnish and install the Electrical Conduit for which payment is not provided under other items in the bid form.

Item 30 – Fiber Optic Cable

1. Measurement: The quantity of Fiber Optic Cable which will be paid for under this item will be the actual number of linear feet of installed Fiber Optic Cable as shown on the Drawings and specified herein and accepted by the ENGINEER as measured along the centerline of the installed cable.

2. Payment: The unit prices bid for this item will be full compensation for all labor, materials, tools, equipment, certification of surveying, testing equipment, supervision, and incidentals (including trenching and backfill outside the limits of closure) required to furnish and install the Fiber Optic Cable for which payment is not provided under other items in the bid form.

Item 31 – Electrical Service

1. The lump sum price for the Electrical Service shall be full compensation for all labor, materials, tools, equipment, supervision, and incidentals necessary for furnishing and installing the complete electrical system as shown on the drawings to include, but not limited to, electrical service rack, meter, switch, arrester, conduit, cable and equipment, surveying, and testing as identified in the drawings and as specified herein, and any other work not specifically included for payment under any other item but obviously necessary to complete the Contract.

Item 32 –12-mil Scrim-Reinforced FML

1. Measurement: The quantity of 12-mil Scrim-Reinforced FML which will be paid for under this item will be the actual number of square yards of installed 12-mil Scrim-Reinforced FML as shown on the Drawings and specified herein and accepted by the ENGINEER as measured in place in the two dimensional plan view and excluding the anchor trench as measured by computing the plan view area of the Rain Cover 8 mil Scrim-Reinforced FML limits surveyed as part of the 12-mil Scrim-Reinforced FML Survey as required in Section 01050.

2. Payment: The unit prices bid for this item will be full compensation for all labor, materials, tools, equipment, and incidentals (including anchor trench) required to install the 12-mil Scrim-Reinforced FML; and all other work required or incidental to the satisfactory completion of all work under this item for which payment is not provided under other items in the bid form.

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Item 33 –Wind Defender Ballast

1. Measurement: The quantity of Wind Defender Ballast which will be paid for under this item will be the actual number of square yards of installed Wind Defender Ballast as shown on the Drawings and specified herein and accepted by the ENGINEER as measured in place in the two dimensional plan view and excluding the anchor trench as measured by computing the plan view area of the Wind Defender Ballast limits surveyed as part of the Wind Defender Ballast Survey as required in Section 01050.

2. Payment: The unit prices bid for this item will be full compensation for all labor, materials, tools, equipment, certification of surveying, testing equipment, supervision, and incidentals (including anchor trench) required to install the Rain Cover Wind Defender Ballast; and all other work required or incidental to the satisfactory completion of all work under this item for which payment is not provided under other items in the bid form.

Item 34 – Edge of Liner Markers

1. Measurement: The unit price bid for each of the Edge of Liner Markers to be paid for under this item will be the actual number of installed complete Edge of Liner Markers as shown in the Drawings and specified herein and accepted by the ENGINEER.

2. The unit price for the Edge of Closure Markers shall be full compensation for all labor, materials, tools, equipment, supervision, and incidentals required to fabricate, supply and install the Edge of Liner Markers, including but not limited to the Reinforced Composite Dual Sided Marker (CIB30) as manufactured by Carsonite, or OWNER approved equivalent, decals, decal layout, surveying, marker installation; and all other work required or incidental to the satisfactory completion of all work under this item for which payment is not provided under other items in the bid form.

Item 35 – Seeding and Mulching

1. Measurement: The quantity of Seeding and Mulching which will be paid for under this item will be the actual number of complete acres of Seeding and Mulching as shown in the Drawings and specified herein and accepted by the ENGINEER as measured in place in the two dimensional plan view and as measured by computing the plan view area of the Seeding and Mulching limits surveyed as part of the Seeding and Mulching Survey as required in Section 01050.

2. Payment: The unit price bid for this item will be full compensation for all

01025-15 labor, materials, tools, equipment, supervision and incidentals required to complete the installation of the seeding and mulching work for disturbed areas, and the establishment of a sufficient growth of grass; and all other work required or incidental to the satisfactory completion of all work under this item for which payment is not provided under other items in the bid form.

Item 36 – Miscellaneous Work and Clean-up

1. The lump sum price for Miscellaneous Work and Clean-up shall be full compensation for all labor, materials, and equipment required to perform the work specified in Section 02901 of the Specifications and as shown on the Drawings, and any other work not specifically included for payment under any other item but necessary to complete the Contract.

Item 37 – Temporary Stormwater Management and Controls

1. The lump sum price bid for Temporary Stormwater Management and Controls will be full compensation for all labor, materials, tools, equipment, supervision and incidentals required to plan, furnish, install, and maintain Temporary Stormwater Management and Controls during construction.

Temporary Stormwater Management and Controls include, but are not limited to, planning for temporary stormwater management during all sequences of construction, maintenance of all erosion and sedimentation controls, diversion swales, check dams, diversion berms, hay bales, silt fences, temporary seeding, and any other stormwater management controls necessary to adequately manage stormwater at the project area, prevent release from the project area, and protect the working area for which payment is not provided under other items in the bid form. Temporary stormwater controls shall conform to all Horry County and SCDHEC Standards and Requirements. Sediment and Erosion Control Maintenance will be provided for the entire construction period through Final Completion and Acceptance by the OWNER. Payment will be made in monthly increments equaling the lump sum price divided by the contract time in months (not to exceed the contract price).

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SECTION 01026

SCHEDULE OF VALUES

PART 1: GENERAL

1.01 REQUIREMENTS INCLUDED

A. Submit to the ENGINEER a Schedule of Values allocated to the various portions of the Work as listed in the bid form, Section 00300, within 21 days after the effective date of the Agreement.

B. Upon request of the ENGINEER, support the values with data that will substantiate their correctness.

C. The accepted Schedule of Values shall be used as the basis for the CONTRACTOR'S Applications for Progress Payments.

1.02 RELATED REQUIREMENTS

A. Section 00300: Bid Form B. Section 00700: General Conditions C. Section 00800: Supplemental Conditions D. Section 01027: Applications for Payment

1.03 FORM AND CONTENT OF SCHEDULE OF VALUES

A. Provide electronic copy or hard copy if requested, schedule form furnished by the OWNER; CONTRACTOR'S standard forms and automated printout will be considered for approval by the ENGINEER upon CONTRACTOR'S request. Identify schedule with:

1. Title of PROJECT and location.

2. ENGINEER and PROJECT number.

3. Name and Address of CONTRACTOR.

4. Contract designation.

5. Date of submission.

B. Schedule shall list the installed value of the component parts of the Work in sufficient detail to serve as a basis for computing values for progress payments during construction and shall include a breakdown of all Lump Sum Bid Items.

C. For each major line item list sub-values of major products or operations under the item.

D. For the various portions of the Work:

01026-2

1. Each item shall include a directly proportional amount of the CONTRACTOR'S overhead and profit.

2. For items on which progress payments will be requested for stored materials, break down the value into:

a. The cost of the materials delivered and unloaded, with taxes paid. Paid invoices are required for materials upon request by the ENGINEER.

b. The total installed value.

E. The sum of all values listed in the schedule shall equal the total Contract Sum.

1.04 SUBSCHEDULE OF UNIT MATERIAL VALUES

A. Submit a sub-schedule of unit costs and quantities for:

1. Products on which progress payments will be requested for stored products.

B. The form of submittal shall parallel that of the Schedule of Values, with each item identified the same as the line item in the Schedule of Values.

C. The unit quantity for bulk materials shall include an allowance for normal waste.

D. The unit values for the materials shall be broken down into:

1. Cost of the material, delivered unloaded at the site, and taxes paid.

2. Copies of invoices for component material shall be included with the payment request in which the material first appears.

3. Paid invoices shall be provided with the second payment request in which the material appears, or no payment shall be allowed and/or may be deleted from the request.

E. The installed unit value multiplied by the quantity listed shall equal the cost of that item in the Schedule of Values.

PART 2: PRODUCTS (Not Used)

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SECTION 01027

APPLICATIONS FOR PAYMENT

PART 1: GENERAL

1.01 REQUIREMENTS INCLUDED

A. Submit Applications for Payment to the ENGINEER in accordance with the schedule established by Conditions of the Contract and Agreement between OWNER and CONTRACTOR.

B. The accepted Schedule of Values, Section 01026, shall be used as the basis for the CONTRACTOR'S Application for Payment.

1.02 RELATED WORK

A. Section 00700: General Conditions - Progress Payments, Retainages and

Final Payment B. Section 01025: Measurement and Payment C. Section 01026: Schedule of Values D. Section 01036: Change Order Procedures E. Section 01050: Field Engineering F. Section 01310: Construction Schedules G. Section 01380: Construction Photographs H. Section 01700: Contract Closeout I. Section 01720: Project Record Documents

1.03 SUBMITTALS

A. CONTRACTOR shall submit sample Application for Payment Form for approval by the OWNER prior to submittal of the first Application for Progress Payment.

B. Submit Application for Payment and continuation sheets in format consistent with Section 01026 – Schedule of Values and approved by the OWNER providing complete documentation of all items for which payments is requested. Each Application for Payment submittal shall include an Excel Spreadsheet file. Electronic submittals may be used upon request and approval by the OWNER or as agreed to in the Pre-Construction Meeting.

C. Provide substantiating data.

D. Unit prices of items of work eligible for fuel adjustments shall be adjusted based on the SCDOT published index current for the month which payment is requested relative to the Contract Base Index as defined in Section 01025 Measurement and Payment. Monthly index:

01027-2 https://www.scdot.org/business/constructionletting-monthlyindex.aspx

1.04 PREPARATION OF APPLICATION FOR EACH PROGRESS PAYMENT

A. Application Form:

1. Fill in required information, including that for Change Orders executed prior to date of submittal of application.

2. Fill in summary of dollar values to agree with respective totals indicated on continuation sheets.

3. Execute certification with signature of a responsible officer of Contract firm.

B. Continuation Sheets:

1. Fill in total list of all scheduled component items of Work, with item number and scheduled dollar value for each item.

2. Fill in dollar value in each column for each scheduled line item when work has been performed or products stored.

a. Round off values to nearest dollar, or as specified for Schedule of Values.

3. List each Change Order executed prior to date of submission, at the end of the continuation sheets.

a. List by Change Order Number and description, as for an original component item of work.

4. To receive approval for payment on component material stored on site, submit copies of the original paid invoices with the application for payment.

1.05 SUBSTANTIATING DATA FOR PROGRESS PAYMENTS

A. When the OWNER or ENGINEER requires substantiating data, CONTRACTOR shall submit suitable information, with a cover letter identifying:

1. Project.

2. Application number and date.

3. Detailed list of enclosures.

4. For stored products:

a. Item number and identification as shown on application.

https://www.scdot.org/business/constructionletting-monthlyindex.aspx

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b. Description of specific material.

B. As a prerequisite for payment, CONTRACTOR is to submit a "Surety

Acknowledgement of Payment Request" letter showing amount of progress payment which the CONTRACTOR is requesting.

C. The CONTRACTOR is to maintain an updated set of drawings to be used as record drawings in accordance with Section 01720. As a prerequisite for monthly progress payments, the CONTRACTOR is to exhibit the updated record drawings and surveys in accordance with Section 01050 for review by the OWNER and the ENGINEER.

D. CONTRACTOR shall maintain an updated construction schedule in accordance with Section 01310. As a prerequisite for monthly progress payments, CONTRACTOR shall submit the updated construction schedule with the applications for progress payments. If the CONTRACTOR fails to submit the required updated schedule within the time prescribed, the ENGINEER may withhold approval of progress payment estimates until such time as the CONTRACTOR submits the required updated schedule.

E. The CONTRACTOR shall demonstrate, as a prerequisite for monthly progress payments, compliance with all requirements specified in Section 02276 – Erosion and Sediment Control the erosion and sedimentation control plan and associated drawings, to the ENGINEER. If the CONTRACTOR fails to demonstrate compliance the ENGINEER reserves the right to withhold approval of progress payment estimates until such time as the CONTRACTOR demonstrates to the ENGINEER full compliance with Section 02276 – Erosion and Sedimentation Control, the erosion and sedimentation control plan and associated drawings

F. Upon request by the ENGINEER, the CONTRACTOR shall provide (as a prerequisite for monthly progress payments) an accumulating cost curve (tabular and diagram) indicating schedule, forecast and actual progress.

1.06 PREPARATION OF APPLICATION FOR FINAL PAYMENT

A. Fill in Application form as specified for progress payments.

B. Submit all Project Record Documents in accordance with Sections 01050 and 01720.

C. Follow procedures described in the General Conditions and Section 01700 – Contract Closeout

1.07 SUBMITTAL PROCEDURE

A. Submit Applications for Payment to the ENGINEER at the times stipulated in the Agreement; transmit Applications in the approved format by the approved method (hard copy and quantity, electronic, etc.).

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B. When the ENGINEER finds Application properly completed and correct, ENGINEER will transmit certificate for payment to OWNER, with copy to

CONTRACTOR.

C. Submit one copy of the invoices for all equipment and materials purchased under the Contract with each Application for Payment current through the previous payment period. Invoices shall show the sales tax paid and shall be used by the OWNER for recovery of taxes.

PART 2: PRODUCTS (Not Used)

01030-1

SECTION 01030

SPECIAL PROJECT PROCEDURES

PART 1: GENERAL

1.01 General

A. Carefully coordinate and conduct all work in strict accordance with Federal, State, and County requirements and standards.

1.02 LINES AND GRADES

A. The CONTRACTOR shall be responsible for establishing all lines and measurements necessary for proper prosecution and control of the work.

Available horizontal and vertical controls are shown on the Drawings.

1.03 ACCESS AND DRAINAGE

A. The CONTRACTOR shall provide and maintain adequate access to and throughout the site and maintain natural drainage and…