Specifications - CIP 271 (P-6879) - Starsdale Area Main Replacements.pdf

Specifications for

CIP 271 (P-6879) - Starsdale Area Main Replacements

Brown and Caldwell PN: 203564

Bid Set

200 Center Pointe Circle, Suite 330

Columbia, SC 29210

Greenville Water Table of Contents

CIP 271 (P-6879) - Starsdale Area Main Replacements ii

203564

THIS PAGE IS INTENTIONALLY LEFT BLANK

Greenville Water Table of Contents

CIP 271 (P-6879) - Starsdale Area Main Replacements iv

203564

Greenville Water

CIP 271 (P-6879) - Starsdale Area Main Replacements

Bid Set

Brown and Caldwell PN: 203564

TABLE OF CONTENTS

DIVISION 00 PROCUREMENT AND CONTRACTING REQUIREMENTS

00 02 00 Bid Advertisement

Exhibit A: Invitation for Bid

00 41 00 Bid Form

DIVISION 01 GENERAL REQUIREMENTS

01 11 00 Summary of Work

01 12 16 Work Sequence

01 25 00 Measurement and Payment

01 30 00 Submittals

01 31 00 Construction Schedule

01 37 00 Schedule of Values

01 45 00 Contractor Quality Control

01 45 23 Testing and Inspection Services

01 50 00 Contractor’s Utilities

01 56 00 Environmental Controls

01 63 00 Substitutions

01 66 00 Product Storage and Handling Requirements

01 70 00 Restoration of Improvements

01 71 00 Contract Closeout

01 72 00 Record Drawings

01 80 00 Environmental Conditions

01 99 90 Reference Forms

DIVISION 02 SITE CONSTRUCTION

02 29 00 Jacking and Boring Casing

Attachment A: Greenville Water Construction Specifications for Water Mains

Attachment B: Additional Project Requirements

Attachment C: Example General Services for Construction Agreement

CIP #271 (P-6879) Starsdale Area Water Improvements Invitation to Bid 203564 00 00 20 - 1

SECTION 00 00 20

INVITATION TO BID

CIP #271 (P-6879)

STARSDALE AREA WATER IMPROVEMENTS

Please refer to EXHIBIT A for details regarding the Invitation to Bid.

EXHIBIT A is attached hereto and made a part of this specifications document.

EXHIBIT A

INVITATION FOR BID

Project Number & Name: P-6879

Starsdale Circle Water Main Improvements

BID DEADLINE: October 9, 2025

BIDS TO BE SUBMITTED VIA PLANET BIDS:

https://vendors.planetbids.com/portal/59613/bo/bo-detail/119990

CIP #271 (P-6879) Starsdale Circle Water Main Project Requirements

Exhibit A:

Invitation for Bid

Starsdale Circle Water Main Improvements Ext 6879

INTRODUCTION

GW is investing funds for improvements by tapping existing water mains, connecting existing customers to the new taps, and abandoning in place small diameter water mains throughout Greenville County.

CONTRACTOR RESPONSIBILITIES (SCOPE OF WORK)

• Contractor to excavate and install new 6” and 8” ductile iron water mains and related appurtenances.

• Contractor to make new taps and install new service lines to existing meter locations.

• Contractor to abandon in place existing water mains.

INTENT

The purpose of this Invitation for Bid (“IFB”) is to:

> Solicit responses from qualified contractors to perform the work stated in this IFB.

> Enter into an agreement between GW and selected Contractor based on the results from this solicitation.

TIMELINE

SCHEDULE OF EVENTS

The table below contains the intended Schedule of Events for this solicitation.

Event Time

EDT

Date

2. Requests For Information Due 5:00 p.m.

26-September-

3. Respond to Questions/Inquiries 5:00 p.m. 1-October-2025

4. Bids are due 2:00 p.m. 9-October-2025

5. Notice of Award N/A October-2025

6. Anticipated Contract Start Date N/A October-2025

23-September-

1. IFB Issuance N/a

Exhibit A:

ADMINISTRATION

TECHNICAL CONTACT

Any questions concerning technical specifications may be directed to:

Name Jeff Case Title Engineering Project Manager Phone 864.241.6132 Email jcase@greenvillewater.com

CONTRACTUAL CONTACT

Any questions regarding contractual terms and conditions or proposal format may be directed to:

Name Will Bettis Title Director of: Procurement & Contracts Phone 864.241.6085 Email wbettis@greenvillewater.com

GUIDELINES FOR RESPONSE PREPARATION

Guidelines have been established for the purpose of clarification to ensure full understanding of the requirements of the solicitation and to ensure a fair and equitable evaluation process for all contractors.

INFORMATION AND INSTRUCTIONS

> There is no expressed or implied obligation for GW to reimburse responding Contractors for any expenses incurred in preparing proposals in response to this request.

> Questions and inquiries pertaining to this solicitation shall be in writing and sent via e-mail to the appropriate contact(s) listed in the section titled Administration. Questions submitted by close of business on (Friday, September 26th, 2025) will be accumulated. Responses will be shared with all who intend to bid on (Wednesday, October 1st, 2025).

> GW reserves the right to reject any or all Bids submitted; to waive any immaterial technicalities and to accept the proposal deemed to be the best value.

> The terms and conditions (the provisions) that shall govern any resulting agreement between GW and the best value Contractor are contained in this IFB.

RESPONSE SUBMITTAL

> Submission of Bid indicates acceptance by the Contractor to the terms and conditions contained in this IFB, unless clearly and specifically noted in the submitted quotation and confirmed in the agreement between GW and the selected Contractor.

> GW must receive Bids no later than (Thursday, October 9th, 2025, by 2 p.m.).

> Emailed Bids will not be accepted.

Exhibit A:

> GW reserves the right, where it may serve GW’s best interest, to request additional information or clarifications from responding Contractors or to allow corrections of error or omissions.

DETAILED RESPONSE REQUIREMENTS

The requirements below are mandatory. Contractors must accept and commit to all the requirements described to be considered for the award.

BID ITEMS

The quotation shall be in the form of a fixed unit price and submitted using Planet Bids.

WORK SCHEDULE

The contractor shall submit an approximate work schedule for the set-up and duration of the project.

PAYMENT TERMS

The payment terms: Net 30.

EVALUATION OF RESPONSES

GW reserves the right to reject any or all responses; to waive any informality or irregularity not affected by law; to evaluate, in its absolute discretion, the responses submitted; to award the contract according to the bid which best serves the interests of GW; or to not award the contract if GW determines that it is not in its best interest to do so.

FIRM SELECTION

Before awarding, GW reserves the right to seek clarifications or request additional information deemed necessary to properly evaluate submissions from all responding Contractors deemed eligible for contract award. Failure to provide requested information may result in the rejection of Bid.

Upon selection of a contractor, GW intends to enter into an agreement using its standard Agreement between Owner, and Contractor (Example can be found in Attachment C) which shall be used to secure these services.

NOTIFICATION

> GW shall issue a Notice of Award, if any, to the successful responding Contractor; however, no agreement shall be formed between the selected Contractor and GW until the Agreement is signed by both parties.

> An announcement will be sent in writing to all Contractors. Results will not be given over the phone.

Bids are due by 2:00 P.M. Thursday, October 9th, 2025

CIP #271 (P-6879) Starsdale Area Water Improvements Invitation to Bid 203564 00 00 20 - 2

END OF SECTION

Item Description of Scheduled Item Unit Prices Estimated QTY Unit Total Price

Mobilization/Demobilization and Related Expenses

(no greater than 5% of total Bid, excluding this item)

$ 1 LS $

2 Maintenance of Traffic $ 1 LS $

3 Rock and Boulder Excavation $ 20 CY $

Erosion and Sedimentation Control; including

Stream Crossings and Restoration

$ 1 LS $

5 6" Ductile Iron Water Main, CL (including fittings) $ 1,340 LF $

6" Ductile Iron Water Main, CL, RJ (including fittings)

$ 1,860 LF $

7 8" Ductile Iron Water Main, CL (including fittings) $ 430 LF $

8" Ductile Iron Water Main, CL, RJ (including fittings)

$ 120 LF $

9 6" Gate Valves $ 5 EA $

10 8" Gate Valves $ 1 EA $

11 Connection to Existing Mains $ 5 EA $

12 Fire Hydrant Assemblies $ 3 EA $

13 Tapover to New Main (Short Side) $ 22 EA $

14 Tapover to New Main (Long Side) $ 22 EA $

15 10" Jack and Bore Steel Casing $ 38 LF $

16 Remove and Replace Asphalt Pavement $ 550 LF $

17 Mill and Resurface Asphalt Pavement $ 2,200 SY $

18 Flowable Fill SCDOT Roadway $ 330 CY $

19 Replace Concrete Driveways $ 200 LF $

20 Bypass Operations $ 1 LS $

Contingency Allowance (Client Controlled) CA $

CIP #271 (P-6879) Starsdale Area Water Improvements Bid Form

203564 00 41 00 - 1

September 2025

SECTION 00 00 20

INVITATION TO BID

CIP #271 (P-6879)

STARSDALE AREA WATER IMPROVEMENTS

BID FORM

PROJECT GRAND TOTAL

Total written in words below:

CIP #271 (P-6879) Starsdale Area Water Improvements Summary of Work 203564 01 11 00 - 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.01 SUMMARY

A. The work covered under this contract will be performed along Old Parker Road, Mauldin Circle, and Starsdale Circle in Greenville, SC.

1.02 DESCRIPTION OF OWNER'S PROJECT

A. Greenville water has identified the need to replace existing water mains ranging from 2” to 8”, installing new hydrants, valves, and water service connections to existing customers.

1.03 CONTRACTS

A. The project will be performed under a single contract.

1.04 WORK OF THIS CONTRACT

A. Installation of new water mains and appurtenances along Old Parker Rd, Mauldin Cir, and Starsdale Cir, to include approximately:

1. 2,900 feet of 6-inch DIP Water Main

2. 550 feet of 8-inch DIP Water Main

3. Six (6) 6- and 8-inch Gate Valves

4. Three (3) Fire Hydrant Assemblies

5. 40 LF of 12-inch steel casing installed via jack and bore

B. Connections to the existing water system.

C. Installation of a temporary water bypass system, as needed, to maintain service to existing customers while the new water mains are installed.

D. Installation of service connections from the new mains to existing water meters. This contract includes the service line to the existing meter and replacement of the existing meter box. The existing meters will not be replaced as a part of this contract.

CIP #271 (P-6879) Starsdale Area Water Improvements Measurement and Payment 203564 01 25 00 - 1

SECTION 01 25 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.01 SUMMARY

A. This Section includes specifications for the measurement and payment of the various elements of the Work; with provisions applicable to lump sum prices, unit prices, and allowances, if applicable.

B. The Contractor shall receive no payment for any portion of the work until it is installed.

The only exception to this is payment for stored materials on site if the Contract provides for the payment of stored materials. Partial payment may be requested for items partially installed.

1.02 LUMP SUM ITEMS

A. Lump Sum measurement will be for the entire item, unit of work, structure, or combination thereof, as specified and as indicated in the Schedule of Prices in the Bid Form. Measurement and payment for all bid items indicated as Lump Sums shall include the cost of all labor, materials and equipment necessary to furnish, install, clean, test, and place each bid item into operation; including permitting, general conditions, overhead and profit.

B. Progress payments will be based on the Schedule of Values, as specified in Section 01 12 16, prepared by the Contractor and approved by the Owner/Engineer before acceptance of the first Application for Payment.

C. In order for the Contractor to request progress payments against Lump Sum items, Contractor shall provide a breakdown in sufficient measurable detail that is acceptable to the Owner/Engineer.

D. Measurement

1. Measurement shall be based on the estimated percent complete of each Lump Sum item based on the Schedule of Values, as specified in Section 01 12 16.

E. Payment

1. Payment will be made at the lump sum price proportional to the completion percentages approved by the Owner/Engineer.

1.03 UNIT PRICE ITEMS

A. Quantity and measurement estimates stated in the Schedule of Prices in the Bid Form are estimates for bidding purposes only. Actual payments shall be based on actual quantities installed, in-place, as measured and/or verified by the Owner/Engineer.

B. Unless otherwise provided in the General Conditions, the bid unit prices shall be in effect throughout the contract duration, regardless of variances between the estimated quantities and the actual installed quantities.

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C. The Contractor shall make no claim, nor receive any compensation, for anticipated profits, loss of profit, damages, or any extra payment due to any difference between the amounts of work actually completed, or materials or equipment furnished, and the estimated quantities

D. Unless otherwise approved by the Owner, any unit quantities exceeded may not be invoiced until the estimated quantity is increased by contract change order.

E. Contractor shall assist Owner/Engineer by providing necessary equipment, workers, and survey personnel as required to measure quantities.

F. Measured quantities shall be rounded to the nearest whole integer, unless the value of the unit price exceeds $100, in which case measured quantities shall be rounded to the nearest half unit.

G. Measurement

1. Measurement for progress payment shall be made by, or approved by, the Owner/Engineer based on the estimated effective quantity installed. The effective quantity installed represents the actual units or quantities installed, adjusted for incomplete elements or components.

2. Unless otherwise provided for in the Schedule of Prices in the Bid Form, unit price items are all-inclusive of all related work, direct and indirect, to provide a complete and functional item. For example, underground water pipe installation would include pipe, trenching, shoring, dewatering, bedding, installation, backfill, testing, flushing, disinfection, and commissioning; including all labor, materials and equipment necessary to furnish, install, clean, test, and place into operation; including permitting, general conditions, overhead and profit.

3. The final measurement shall be based on actual quantities, jointly measured by Contractor and Owner/Engineer, complete, fully, tested and placed into service.

H. Payment

1. Progress payments shall be in accordance with the contract documents based on estimated effective quantities installed, paid at the bid unit price.

2. The final payment shall be based on actual quantities, fully installed, tested and placed into service, paid at the bid unit price.

PART 2 BID ITEMS

2.01 MOBILIZATION / DEMOBILIZATION AND RELATED EXPENSES

A. Method of Measurement.

1. Mobilization, demobilization and related expense shall be a lump sum. This Item is meant for non-recurrent and general expenses related to establishment and close out of the Work.

B. Basis of Payment.

1. Mobilization, demobilization and related expenses shall be paid for on a lump sum basis. This price and payment shall be full compensation for all costs associated with initiating and completing the Contract, exclusive of the cost of materials. Payment

203564 01 25 00 - 3 shall include compensation for all expenses related to moving equipment onto and away from the jobsite, performance and payment bonds and other securities required, insurances, necessary permits and fees, posting required notices, project sign, Engineer’s and Contractor’s field office installation, if required, including hooking up initial utilities, site preparation, removal of any field offices and temporary utilities and roadways, removal of signs, submittal of all record documents, and the general costs associated with initiating the Work on site to assure that it is proceeding in a continuous manner. No additional payment shall be made for interim mobilization or demobilization associated with shutdown of Work by Contractor or Owner.

2. Mobilization, demobilization and related expenses shall also include all Contract general requirements including but not limited to full compensation for furnishing construction schedules including baseline and periodic updates; providing and maintaining the quality control plan; providing the project superintendent, project manager and project Engineer (if applicable) full-time; maintaining on-site field office and Engineer’s field office if required; recurring expenses following initial mobilization; providing and maintaining dumpsters, security, fencing, and dust control; monthly utility charges; construction photographs; ongoing maintenance of Record Drawings; equipment maintenance; surveying, survey controls, and staking out of easements; project closeout costs; and all temporary facilities, labor, equipment and materials required for or incidental to the Work for which separate payment is not provided under other Bid Items.

3. Payments shall be made in three equal installments. The first two (2) installments shall coincide with the first two (2) monthly payment requisitions, contingent upon Owner acceptance of the baseline construction schedule, compliance with Section 01 31 00 and demonstration of satisfactory construction progress, as determined by the Owner/Engineer. The third installment shall be made when the Contractor has completed all construction activity, including final cleanup, punch list Items, compliance with Section 01 71 00 and satisfactory submission of Record Drawings.

C. The cost for this Item shall not exceed five percent (5%) of the Project Subtotal Bid Price, excluding this Item itself.

2.02 MAINTENANCE OF TRAFFIC

A. Method of Measurement.

1. Maintenance of Traffic / Traffic Control measures shall be a lump sum. This item shall include costs related to control, direction, and diversion of traffic that may be required over the term of the Work for the entire Contract. This may include, but is not limited to, temporary construction signs, traffic cones, drums, warning lights, arrow boards, message signs, flaggers, or construction barricades.

B. Basis of Payment.

1. Maintenance of Traffic shall be full compensation for all labor, equipment, materials and incidentals necessary, and all else incidental thereto for which separate payment is not provided under other Bid Items.

203564 01 25 00 - 4

2.03 CLEARING AND GRUBBING

A. No separate payment will be made for clearing and grubbing, the costs of which shall be included in other bid items.

2.04 DEWATERING AND DRAINAGE

A. No separate payment will be made for dewatering and drainage, the costs of which shall be included in other bid items.

2.05 ROCK AND BOULDER EXCAVATION

A. Method of Measurement.

1. Rock and Boulder Excavation shall be a lump sum. This Item shall include costs related to rock and boulder excavation that may be required over the term of the Work for the entire Contract.

B. Basis of Payment.

1. Rock and Boulder Excavation shall be full compensation for all labor, equipment, materials and incidentals necessary, and all else incidental thereto for which separate payment is not provided under other Bid Items.

2.06 EROSION AND SEDIMENTATION CONTROL

A. Method of Measurement.

1. Erosion and sedimentation control shall be a lump sum. This Item shall include costs related to erosion and sedimentation control that may be required over the term of the Work for the entire Contract.

B. Basis of Payment.

1. Erosion and sedimentation control shall be full compensation for all labor, equipment, materials and incidentals necessary to control erosion as specified in the Specifications and shown on the Drawings, including but not limited to, furnishing, installing, maintaining, and removal of the erosion and sedimentation control devices, silt fences, stone for filtration devices, filter boxes, straw mulch, erosion control blankets, and all else incidental thereto for which separate payment is not provided under other Bid Items.

2. Payment shall be made as determined by the Owner/Engineer on a percent complete basis in accordance with the accepted Schedule of Values (Section 01 12 16).

2.07 WATER MAINS

A. Method of Measurement

1. Water Mains of the material, size, and joint type specified on the bid form will be measured in place on a linear foot basis. Measurement for payment does not signify that the water line is accepted.

2. Measurement of water mains for length will be along the horizontal centerline of the pipe with no deduction for fittings. Measurement will be to the nearest foot.

203564 01 25 00 - 5

B. Basis of Payment

1. Payment for furnishing and installing water mains will be made for the respective quantities as determined above at the unit price bid. This price and payment shall be full compensation for cutting and removing existing pavement, trench excavation, dewatering and drainage, backfilling and compaction as detailed and specified (not to include flowable fill under DOT streets), loaming and seeding, furnishing gravel bedding and encasement, furnishing, laying, jointing, restraining pipe, cleaning, testing and disinfecting the pipe, furnishing and installing utility warning tape, procuring and installing fittings (Excavation, backfill, installation of thrust restraints, testing, disinfection, adapters, and all other incidentals to the placing of the fittings are considered as subsidiary obligations of the Contractor for the installation of all fittings in place. No separate payment shall be made for fitting restraint, to include thrust blocking, mechanical joint restraint systems or harnessing at the fitting), and all incidental work, including driving and removing sheeting and bracing and all else incidental thereto, for which separate payment is not provided under other items in the Bid Form.

2.08 GATE VALVES

A. Method of Measurement

1. Gate Valves of the size specified shall be measured by the actual number of valves installed complete with gate box and extension stem as shown on the Drawings.

B. Basis of Payment

1. Gate Valves shall be paid for at the Contract unit price bid. This price and payment shall be full compensation for furnishing and installing the valves and boxes with covers and extension stem (if required) of the types and sizes indicated, setting and adjustment of valve boxes with covers, jointing, furnishing and installing restrained joints and fittings, clearing, excavation, dewatering and drainage, support of excavation, dewatering, furnish and installing bedding and backfill materials (not including flowable fill in DOT streets), compaction, grading, bracing, testing, disinfecting and flushing as specified, and all incidental work, for which separate payment is not provided under other items in the Bid Form.

2.09 FITTINGS

A. No separate payment will be made for fittings, the costs of which shall be included in other bid items.

2.10 JACK AND BORE STEEL CASING

A. Method of Measurement

1. The bid item for jacking and boring steel casing includes all work necessary for the installation of a steel casing at the size indicated. The work shall include site preparation, pit excavation, shoring, sheeting and bracing, installing the casing as shown as specified on the Drawings, restoration, clean-up and testing. The basis for measurement shall be linear feet, to the nearest whole number, measured along a horizontal plane from the face of the casing to the face of the casing. Payment for the carrier pipe will be made at the bid item to which it pertains

203564 01 25 00 - 6

1. Payment for jack and bore steel casing shall be made at the quantity authorized, in linear feet, for the specified casing diameter at the unit price indicated on the Bid Schedule.

2.11 REMOVE AND REPLACE ASPHALT PAVEMENT

A. Method of Measurement:

1. Removal and Replacement of Asphalt Pavement in SCDOT, City, County, and Private streets shall be measured on a per linear foot basis as actually placed, but not exceeding the limits given below:

Pipe Depth to Invert (ft) Trench Pavement Width (ft)

0 – 8 10

8 – 12 12

12 – 16 16

16 -20 18

<20 22

2. Pavement restoration shall be in accordance with the Drawing Details for the applicable roadway whether it be SCDOT, City, or local roadway.

B. Basis of Payment:

1. Payment for bituminous concrete pavement and gravel surfaces, complete in place and approved by the Owner/Engineer, will be made for the quantity determined above at the price bid in the Bid Form. This price and payment shall be full compensation for saw cutting trenches and removal of all pavement necessary for pipe installation; cleaning and priming the edges of the existing pavement; furnishing and installing gravel base and preparing the surface for pavement; furnishing and placing tack coat; furnishing, placing and maintaining any required initial pavement;

furnishing and maintaining final pavement to the dimensions shown on the Drawings;

raising and adjusting manhole covers to final grade as necessary; compaction of all pavement; furnishing and installing all pavement markings; maintaining and repairing damaged pavement throughout the warranty period; and all else incidental thereto for which payment is not provided under other items in the Schedule of Prices.

2. If the thickness of pavement ordered placed by the Owner/Engineer is greater than that specified, payment will be prorated on the basis of the thickness of material actually ordered placed. No payment will be made for any additional pavement not specifically ordered in writing by the Owner/Engineer.

3. No additional payment will be made for leveling course if required.

2.12 MILL AND RESURFACE ASPHALT PAVEMENT

A. Method of Measurement.

1. Mill and Resurface Asphalt Pavement shall be measured on a per square yard basis as actually placed.

203564 01 25 00 - 7

1. Payment for asphalt pavement milling and resurfacing, complete and in place and approved by the Owner/Engineer, will be made for the quantity determined above at the unit price bid. This price and payment shall be full compensation for removal and milling of all pavement necessary; disposal of all milled asphalt, cleaning and priming edges of existing pavement and existing and new castings; preparing the surface for pavement; furnishing and placing tack coat; furnishing and installing binder course and final wearing course of pavement, furnishing and maintaining final pavement to the dimensions shown; raising and adjusting manhole covers to final grade as necessary; compaction of all pavement; furnishing and installing all pavement markings and markers; maintaining and repairing damaged pavement throughout the warranty period; and all else incidental thereto for which payment is not provided under other items.

2. If the thickness of pavement ordered placed by the Owner/Engineer is greater than that specified, payment will be prorated on the basis of the thickness of material actually placed. No payment will be made for any additional pavement not specifically ordered in writing by the Owner/Engineer.

3. No additional payment will be made for leveling course if required.

2.13 FLOWABLE FILL SCDOT ROADWAY

A. Method of Measurement:

1. This work consists of the use of flowable fill concrete and its application as required by the Engineer and in accordance with Section 210 of the South Carolina Specifications for Highway Construction, 2007 or latest Edition. Flowable fill will be measured in cubic yards, to the nearest whole number, based on length of cut, at the allowable trench width, at the allowable for installation of the water main.

B. Basis of Payment:

1. Payment for flowable fill will be made at the authorized quantity, measured in cubic yards, at the unit price indicated in the Bid Form. Payment will not be made for fill needed due to excessive trench width or depth. Payment for this work shall be considered full compensation for all labor, materials, tools, and incidentals required to complete this work.

2.14 REPLACE CONCRETE DRIVEWAYS

A. Method of Measurement:

1. Replacement of Asphalt Pavement in Driveways shall be measured on a per linear foot basis as actually placed, but not exceeding the limits given below:

2. Restoration shall be in accordance with the applicable Drawing Details.

B. Basis of Payment:

1. Payment for bituminous concrete pavement and gravel surfaces, complete in place and approved by the Owner/Engineer, will be made f or the quantity determined above at the price bid in the Bid Form. This price and payment shall be full compensation for saw cutting trenches and removal of all pavement necessary for pipe installation; cleaning and priming the edges of the existing pavement; furnishing and installing gravel base and preparing the surface for pavement; furnishing and

203564 01 25 00 - 8 placing tack coat; furnishing, placing and maintaining any required initial pavement;

furnishing and maintaining final pavement to the dimensions shown on the Drawings;

raising and adjusting manhole covers to final grade as necessary; compaction of all pavement; furnishing and installing all pavement markings; maintaining and repairing damaged pavement throughout the warranty period; and all else incidental thereto for which payment is not provided under other items in the Schedule of Prices.

2. If the thickness of pavement ordered placed by the Owner/Engineer is greater than that specified, payment will be prorated on the basis of the thickness of material actually ordered placed. No payment will be made for any additional pavement not specifically ordered in writing by the Owner/Engineer.

3. No additional payment will be made for leveling course if required.

2.15 BYPASS OPERATIONS

A. Method of Measurement.

1. Bypassing Water Services shall be full compensation for all labor, equipment, and materials to establish a temporary bypass system for existing water service customers while the existing water main is out of service and before the new watermain is constructed, permitted, and placed in service. This shall include, but not limited to, submitting a bypass plan, connecting to existing water mains, installing, testing, and disinfecting a temporary bypass line, connecting the existing bypass line to individual service meters, deconstructing the bypass system, and all other appurtenances and work associated with maintaining continuity of water service during construction.

B. Basis of Payment.

1. Bypass operations shall be full compensation for all labor, equipment, materials and incidentals necessary to establish a bypass and maintain continuity of water service as specified in the Specifications and shown on the Drawings, including the work described above and all other incidental thereto for which separate payment is not provided under other Bid Items.

2. Payment shall be made as determined by the Owner/Engineer on a percent complete basis in accordance with the accepted Schedule of Values (Section 01 12 16).

203564 01 25 00 - 9

CIP #271 (P-6879) Starsdale Area Main Replacements Submittal Procedures 203564 01 30 00 - 1

SECTION 01 30 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.01 SUBMITTALS

A. Submittals covered by these requirements include manufacturers' information, shop drawings, test procedures, test results, samples, requests for substitutions, and miscellaneous work-related submittals. Submittals shall also include, but not be limited to, all mechanical, electrical and electronic equipment and systems, materials, reinforcing steel, fabricated items, and piping and conduit details. The Contractor shall furnish all drawings, specifications, descriptive data, certificates, samples, tests, methods, schedules, and manufacturer's installation and other instructions as specifically required in the contract documents to demonstrate fully that the materials and equipment to be furnished and the methods of work comply with the provisions and intent of the contract documents.

1.02 CONTRACTOR'S RESPONSIBILITIES

A. General:

1. The Contractor shall be responsible for the accuracy and completeness of the information contained in each submittal and shall assure that the material, equipment or method of work shall be as described in the submittal. The Contractor shall verify that all features of all products conform to the specified requirements.

Submittal documents shall be clearly edited to indicate only those items, models, or series of equipment, which are being submitted for review. All extraneous materials shall be crossed out or otherwise obliterated. The Contractor shall ensure that there is no conflict with other submittals and notify the Construction Manager in each case where his submittal may affect the work of another contractor or the Owner. The Contractor shall coordinate submittals among his subcontractors and suppliers including those submittals complying with unit responsibility requirements.

2. The Contractor shall coordinate submittals with the work so that work will not be delayed. He shall coordinate and schedule different categories of submittals, so that one will not be delayed for lack of coordination with another. No extension of time will be allowed because of failure to properly schedule submittals. The Contractor shall not proceed with work related to a submittal until the submittal process is complete.

This requires that submittals for review and comment shall be returned to the Contractor stamped "No Exceptions Taken" or "Make Corrections Noted."

3. The Contractor shall certify on each submittal document that he has reviewed the submittal, verified field conditions, and complied with the contract documents.

4. The Contractor may authorize in writing a material or equipment supplier to deal directly with the Construction Manager or with the Owner with regard to a submittal.

These dealings shall be limited to contract interpretations to clarify and expedite the work.

1.03 CATEGORIES OF SUBMITTALS

A. General:

203564 01 30 00 - 2

a. Submittals fall into three general categories; Action Submittals - Action Submittals require review and response by the Engineer before the Contractor proceeds with incorporating the equipment, materials, or procedure addressed in a submittal into the work. Review comments for Action Submittals, and the subsequent actions of the Contractor based on the review comments, shall conform to REVIEW ACTION requirements specified in this section.

b. Informational Submittals- Informational Submittals are examined to verify that the information has been furnished as specified. If the information has not been furnished as specified the submittal will be returned marked “MAKE CORRECTIONS NOTED” and any deficiencies will be noted. If the information has been furnished as specified the submittal will be returned marked “RECEIPT ACKNOWLEDGED”. CSI’s informational submittals are similar to what BC formerly called PRODUCT DATA. Note: BC Testing Requirements can be either Action or Information Submittals.

c. Closeout Submittals – Closeout Submittals consist of documentation that is not available for review at the time Action Submittals are submitted for review or documentation that is typically generated or furnished following incorporation of the equipment, materials, or procedure into the work. Closeout submittals include project record documents, O&M submittals, spare parts inventory listing, spare parts, extra stock materials, special tools and other materials or components that are furnished separate from the installed and completed work.

Closeout Submittals require review and response by the Engineer. Closeout Submittal requirements are not satisfied until they have been reviewed and returned marked “NO EXCEPTIONS TAKEN” or “MAKE CORRECTIONS NOTED”.

2. At the beginning of work, the Construction Manager will furnish the Contractor lists of those submittals specified in the project manual. Two separate lists will be provided:

submittals for review and comment and product data (submittals) for information only.

B. Submittals for review and comment:

1. All submittals except where specified to be submitted as product data for information only shall be submitted by the Contractor to the Construction Manager for review and comment.

C. Submittals (product data) for information only:

1. Where specified, the Contractor shall furnish submittals (product data) to the Construction Manager for Information only.

1.04 TRANSMITTAL PROCEDURE

A. General:

1. Unless otherwise specified, submittals regarding material and equipment shall be accompanied by Transmittal Form 01 33 00-A, provided in Section 01 99 00. A separate form shall be used for each specific item, class of material, equipment, and items specified in separate, discrete sections, for which the submittal is required.

Submittal documents common to more than one piece of equipment shall be identified with all the appropriate equipment numbers. Submittals for various items shall be made with a single form when the items taken together constitute a manufacturer's package or are so functionally related that expediency indicates checking or review of the group or package as a whole.

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2. A unique number, sequentially assigned, shall be noted on the transmittal form accompanying each item submitted. Original submittal numbers shall have the following format: "XXX"; where "XXX" is the sequential number assigned by the Contractor. Resubmittals shall have the following format: "XXX-Y"; where "XXX" is the originally assigned submittal number and "Y" is a sequential letter assigned for resubmittals, i.e., A, B, or C being the 1st, 2nd, and 3rd resubmittals, respectively.

Submittal 25B, for example, is the second resubmittal of submittal 25.

B. Deviation from contract:

1. If the Contractor proposes to provide material, equipment, or method of work which deviates from the project manual, he shall indicate so under "deviations" on the transmittal form accompanying the submittal copies.

C. Submittal completeness:

1. Submittals which do not have all the information required to be submitted, including deviations, are not acceptable and will be returned without review.

1.05 REVIEW PROCEDURE

A. General:

1. Submittals are specified for those features and characteristics of materials, equipment, and methods of operation which can be selected based on the Contractor's judgment of their conformance to the specified requirements. Other features and characteristics are specified in a manner which enables the Contractor to determine acceptable options without submittals. The review procedure is based on the Contractor's guarantee that all features and characteristics not requiring submittals conform as specified. Review shall not extend to means, methods, techniques, sequences or procedures of construction, or to verifying quantities, dimensions, weights or gages, or fabrication processes (except where specifically indicated or required by the project manual) or to safety precautions or programs incident thereto. Review of a separate item, as such, will not indicate approval of the assembly in which the item functions.

2. When the contract documents require a submittal, the Contractor shall submit the specified information as follows:

a. Digital copy of all submitted information plus one reproducible hard copy original of all information shall be transmitted with submittals for review and comment.

b. Unless otherwise specified, digital copies of all submitted information shall be transmitted with submittals (Product Data) for information only.

B. Submittals for review and comment:

1. Unless otherwise specified, within 35 calendar days after receipt of a submittal for review and comment, the Construction Manager shall review the submittal and return digital copy of the marked-up reproducible original noted in 1 above. The reproducible original will be retained by the Construction Manager. The returned submittal shall indicate one of the following actions:

a. If the review indicates that the material, equipment or work method complies with the project manual, submittal copies will be marked "NO EXCEPTIONS TAKEN." In this event, the Contractor may begin to implement the work method or incorporate the material or equipment covered by the submittal.

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b. If the review indicates limited corrections are required, copies will be marked "MAKE CORRECTIONS NOTED." The Contractor may begin implementing the work method or incorporating the material and equipment covered by the submittal in accordance with the noted corrections. Where submittal information will be incorporated in O&M data, a corrected copy shall be provided.

c. If the review reveals that the submittal is insufficient or contains incorrect data, copies will be marked "AMEND AND RESUBMIT." Except at his own risk, the Contractor shall not undertake work covered by this submittal until it has been revised, resubmitted and returned marked either "NO EXCEPTIONS TAKEN" or

"MAKE CORRECTIONS NOTED."

d. If the review indicates that the material, equipment, or work method does not comply with the project manual, copies of the submittal will be marked "REJECTED - SEE REMARKS." Submittals with deviations which have not been identified clearly may be rejected. Except at his own risk, the Contractor shall not undertake the work covered by such submittals until a new submittal is made and returned marked either "NO EXCEPTIONS TAKEN" or "MAKE CORRECTIONS

NOTED."

C. Submittals (product data) for information only:

1. Such information is not subject to submittal review procedures and shall be provided as part of the work under this contract and its acceptability determined under normal inspection procedures.

1.06 EFFECT OF REVIEW OF CONTRACTOR'S SUBMITTALS:

A. General:

1. Review of contract drawings, methods of work, or information regarding materials or equipment the Contractor proposes to provide, shall not relieve the Contractor of his responsibility for errors therein and shall not be regarded as an assumption of risks or liability by the Construction Manager or the Owner, or by any officer or employee thereof, and the Contractor shall have no claim under the contract on account of the failure, or partial failure, of the method of work, material, or equipment so reviewed.

A mark of "NO EXCEPTIONS TAKEN" or "MAKE CORRECTIONS NOTED" shall mean that the Owner has no objection to the Contractor, upon his own responsibility, using the plan or method of work proposed, or providing the materials or equipment proposed.

CIP #271 (P-6879) Starsdale Area Water Improvements Construction Schedule 203564 01 31 00 - 1

SECTION 01 31 00

CONSTRUCTION SCHEDULE

PART 1 GENERAL

1.01 SUMMARY

A. This section specifies reports and schedules for planning and monitoring the progress of the work.

1.02 DESCRIPTION

A. The Contractor shall provide a graphic construction schedule indicating the various subdivisions of the work and the dates of commencing and finishing each. The schedule shall show the time allowed for testing and for other procedures which must be completed prior to the work being put into operation. The schedule will take into account the time of completion and the specific dates given in the Agreement, Notice to Proceed, and the work sequence described in Section 01 12 16.

1.03 SUBMITTAL PROCEDURES

A. Within 21 days after the date of the Notice to Proceed, the Contractor shall submit in accordance with Section 01 30 00, a construction schedule conforming to paragraph 01 31 00-1.02. The submittal shall consist of a reproducible original and two copies.

B. Within 7 calendar days after receipt of the submittal, the Engineer shall review the submitted schedule and return one copy of the marked up original to the Contractor. If the Engineer finds that the submitted schedule does not comply with specified requirements, the corrective revisions will be noted on the submittal copy returned to the Contractor.

1.04 SCHEDULE REVISIONS

A. Revisions to the accepted construction schedule may be made only with the written approval of the Contractor and Owner. A change affecting the contract value of any activity, the completion time, and specific dates (Notice to Proceed) and sequencing (Section 01 12

16) may be made only in accordance with applicable provisions of the General Conditions and Supplementary Conditions.

CIP #271 (P-6879) Starsdale Area Water Improvements Schedule of Values 203564 01 37 00 - 1

SECTION 01 37 00

SCHEDULE OF VALUES

PART 1 GENERAL

1.01 SCOPE

A. Contractor shall submit to the Engineer a Schedule of Values to be used in the preparation of the cost-weighted CPM schedule allocated to the various portions of the Work, within 21 days after the effective date of the agreement. The Engineer may request supporting documentation upon review to substantiate the correctness of the values therein. The accepted schedule of values along with the cost-weighted CPM schedule shall be used as the basis for the Contractor’s Applications for Payment. No progress payments will be made by the Owner until the schedule of values is accepted and approved by the Engineer.

1.02 FORM AND CONTENT

A. The schedule shall be typed on 8 1/2-inch by 11-inch white paper. Contractor’s standard forms and automated printout may be considered for approval by the Engineer upon Contractor’s request. The schedule shall include the following identification:

1. Title of project, as appearing in the Contract Documents, and project location.

2. Name of Engineer and Engineer’s project number.

3. Name and address of Contractor.

4. Contract designation.

5. Date of submission.

B. The 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. Each line item in the schedule shall be identified with the number and title of the respective major section of the specifications. Sub-values of major products or operations, as applicable, shall be listed under each line item. Each item shall include a directly proportional amount of the Contractor’s overhead and profit. For items on which progress payments will be requested for stored materials, the value shall be broken down into the following elements:

1. The cost of the materials, delivered and unloaded, with taxes paid.

2. The total installed value.

C. The sum of all values listed in the Schedule of Values shall equal the total Contract Amount.

1.03 UNIT MATERIAL VALUES

A. Contractor shall submit a sub-schedule of unit costs and quantities for products on which progress payments will be requested for stored products. The form of submittal shall parallel that of the Schedule of Values, with each item identified the same as the corresponding line item in the Schedule of Values.

CIP #271 (P-6879) Starsdale Area Water Improvements Schedule of Values 203564 01 37 00 - 2

B. The unit quantity for bulk materials shall include an allowance for normal waste. The unit values for the materials shall be the cost of the material, delivered, unloaded, and installed in place, with taxes paid. Copies of invoices for component material shall be included with the payment request in which the material first appears. 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.

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

CIP #271 (P-6879) Starsdale Area Water Improvements Contractor’s Quality Control 203564 01 45 00 - 1

SECTION 01 45 00

CONTRACTOR QUALITY CONTROL

PART 1 GENERAL

1.01 SUMMARY

A. This Section specifies administrative and procedural requirements for quality control services, field inspections and field testing of civil and structural constructs required for this project.

B. The Contractor is responsible for the quality assurance and quality control of their respective work for the construction of this project in accordance with the Contract Documents.

1.02 RELATED SECTIONS

A. This section contains specific references to the following related section. Additional related sections may apply that are not specifically listed below.

1. Section 01 45 23 Testing and Inspection Services

1.03 DEFINITIONS

A. Quality Control System (QCS): The quality control, assurance, and inspection system established and carried out to ensure compliance with the Contract drawings and specifications.

B. QCS Supervisor: That person in responsible charge of the work occurring, as designated by the Contractor in the QCS Plan.

C. QCS Inspector: Responsible, certified personnel inspecting the various constructs at specified milestones and during the project overall and designated by the Owner or Engineer.

D. Factory Test: Tests made on various materials, products and component parts prior to shipment to the job site.

E. Field Tests: Tests and analyses made at or in the vicinity of the job site in connection with the actual construction.

F. Certified Inspection Report: Reports signed by approved inspectors attesting that the items inspected meet the specification requirements other than any exceptions included in the report.

G. Certificate of Compliance: Certificate from the manufacturer of the material or equipment identifying said manufacturer, product and stating that the material or equipment meet specified standards, and shall be signed by a designated officer of the manufacturer.

H. Standard Compliance: Condition whereby specified materials or equipment must conform to the standards of organizations such as the American National Standard

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Institute (ANSI), American Society for Testing and Materials (ASTM), Underwriters Laboratories (UL) or similar organization.

I. Quality Assurance: The day-to-day, in-process supervisory observations of work and materials conducted by the Contractor to assure that the proper methods and materials are being used and installed by tradesmen.

J. Source Quality Control: The in-process testing and inspections conducted by the QCS Inspector(s) to verify that the materials, equipment; workmanship and shop manufactured constructs are in compliance with the Contract Documents, applicable Codes and standards.

K. Field Quality Control: The testing and inspections conducted by the QCS Inspector(s) in the field during and at the completion of each construct to verify that the in-process and completed construction is in compliance with the Contract Documents, applicable Codes and standards.

L. Special Inspector – A qualified individual employed or retained by an approved agency and approved by the local governing authorities having…