2) Technical Specifications and Drawings.pdf

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Construction Documents

PROJECT MANUAL

PIERCE SEWER LINE REPLACEMENT

Project for

USDA – FOREST SERVICE

APRIL 2023

Technical Specifications and Drawings for

PROJECT MANUAL

FOR

PIERCE SEWER LINE PROJECT

FOR THE

USDA – FOREST SERVICE

NEZ PERCE-CLEARWATER NATIONAL FORESTS

CLEARWATER COUNTY, IDAHO

Table of Contents – Page 1 of 1

TABLE OF CONTENTS

PIERCE SEWER LINE REPLACEMENT

All Contract Documents provided by the U.S. Forest Service

SECTION TITLE

DIVISION 1 - GENERAL REQUIREMENTS

SECTION 01010 Summary of Work SECTION 01040 Coordination and Site Conditions SECTION 01150 Measurement and Payment SECTION 01300 Submittals SECTION 01400 Quality Control SECTION 01500 Construction Facilities and Temporary Controls SECTION 01560 Environmental Quality Control SECTION 01570 Traffic Control SECTION 01600 Product Shipment, Handling, Storage, and Protection SECTION 01700 Contract Closeout

DIVISION 2 - SITEWORK

SECTION 02020 Demolition and Salvage SECTION 02030 Clearing and Grubbing SECTION 02220 Earthwork SECTION 02221 Trench Excavation and Backfill for Pipelines and Appurtenant

Structures SECTION 02480 Finish Grading, Landscaping, Seeding, and Irrigation SECTION 02529 Concrete Sidewalk, Driveways, and Curb SECTION 02730 Sanitary Sewer Collection System

DIVISION 22 - PLUMBING

SECTION 220000 General Requirements of Plumbing and HVAC SECTION 220500 General Provisions of Plumbing and HVAC SECTION 220716 Plumbing and HVAC Equipment and Piping Insulation SECTION 221316 Sanitary Waste and Vent Piping SECTION 221319 Sanitary Waste Piping Specialties

SECTION 01010

DIVISION 1 – GENERAL REQUIREMENTS SUMMARY OF WORK

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PART 1 GENERAL

1.01 GENERAL

A. This section describes the project and the work to be performed in a general summary. Detailed requirements and extent of work are stated in applicable Specification sections and are shown on the Drawings.

1.02 ORGANIZATION AND INTERPRETATION OF DRAWINGS AND

SPECIFICATIONS

A. Specifications and Drawings included in these Construction Documents establish the performance, quality requirements, location and general arrangement of materials and equipment, and establish the minimum standards for quality of workmanship and appearance.

B. Specification sections have not been divided into groups for work of subcontractors or various trades. Should there be questions concerning the applicability or interpretation of a particular section or part of a section or Drawing, direct questions to the Contracting Officer (CO).

C. Any piping shown on the Drawings is intended to be depictive and may not be an exact and complete representation of the actual finished work.

Include fittings, joints, supports, nuts, bolts, and other accessories required to provide complete and satisfactory piping systems, as specified even though some items may not be specifically shown on the Drawings.

D. Any part of the work that is necessary or required to make each installation satisfactory and operable for its intended purpose, even though it is not specifically included in the Specifications or on the Drawings, shall be performed as incidental work as if it were described in the Specifications and shown on the Drawings.

1.04 DESCRIPTION OF PROJECT

A. This project generally consists of some or all the following major items of work as further defined by the Bid Schedule:

1. Remove and replace sewer line from the Bunkhouse to Manhole A. Install new cleanout within 10 feet of the building.

2. Remove old orangeburge pipe with new 4" PVC pipe from Manhole A to Manhole B. Add one Wye to maintain sewer flow from Tree cooler.

3. Replace gravel on north driveway entrance.

4. Optional remove and replace orangeburge pipe with new 6" PVC

Pipe from Manhole B to manhole C. Add up to three Wye joints to maintain flow from warehouse and trailer court.

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B. The work includes, but is not limited to: furnishing and installation of equipment, materials and related appurtenances, and providing all labor in the following general trades of work: site work, excavation, trenching and backfill, piping, and other related trades to complete the work.

1.05 LOCATION AND INSPECTION OF SITE

A. The project is located north east of Pierce, Idaho at the Pierce Work Center of the Nez Perce-Clearwater National Forests. The Ranger Station is located approximately 45 miles north and east of Kamiah, Idaho.

B. Prospective bidders are encouraged to visit the site and become familiar with existing conditions.

C. Inquiries concerning these Specifications and Drawings may be made to Susan Graves, PE, Forest Engineer, Nez Perce-Clearwater National Forests, 1008 Highway 64, Kamiah, ID 83536, 208-935-4261; Or Steve Rogers 502 Lowery St. Kooskia, ID 83539, 208-702-2598.

1.07 CONTROL POINTS AND STAKING

A. The existing manhole inverts will act as control points for horizontal and vertical control. The Contractor shall be responsible for maintaining any established control points as well as verifying size of manhole opening and pipe size.

B. It is assumed the pipe size from the Bunkhouse to Manhole A is 4", the pipe size between Manhole A and Manhole B is 4", and the pipe size between Manhole B and C is 6". Contractor should verify these diameters within the manholes prior to ordering supplies.

C. Contractor should anticipate one 4" Wye on line A-B and two 4" Wye's on line B-C.

D. The Contractor shall be responsible for providing all other horizontal and vertical control to complete the work.

1.08 BOUNDARIES OF WORK

A. The Government shall make suitable provisions for ingress and egress and shall not cause the Contractor to enter or occupy with workers, tools, equipment or material, any ground outside the property of the Government without the written. The final location and extent of the areas to be used shall be coordinated with the CO. Other contractors and employees or agents of the Government may for all necessary purposes enter upon the premise used by the Contractor, providing the operations of other contractors do not interfere with the actual scheduled operations.

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B. It shall be understood that the responsibility for protection and safekeeping of Contractor's equipment and materials on or near the site will be entirely that of the Contractor and that no claim shall be made against the Government by reason of any act of trespassers. It shall be further understood that should any occasion arise necessitating access by the Government to the sites occupied by these stored materials and equipment, the Contractor owning or responsible for the stored materials or equipment shall immediately remove. No materials or equipment may be placed upon the property of the Government until the CO has agreed to the location to be used for storage.

1.09 PROTECTION OF SITE

A. Except as otherwise provided herein, the Contractor shall take all necessary precautions and provide all material and equipment to protect, shore, brace, support and maintain all public property in the proximity of the construction work. The Contractor shall remove from the site all unused materials.

B. Contractor shall retain and protect all adjacent improvements not called for removal on the Drawings. Restore damaged items to pre-construction condition. The Contractor is responsible to protect from damage any structures near the trench excavation. Unless otherwise noted, Contractor shall retain and protect (at no additional cost) existing utility poles, culverts, signs, water wells, trees, fences, irrigation ditches, landscaping, and other facilities, features or improvements not specified for removal and outside of the limit of construction. Damage to existing improvements shall be repaired within 10 calendar days of the work in the immediate area. Temporary restoration may be requested by the Government in critical situations.

C. All surfacing, landscaping, driveways, walks, buildings, utility poles and boxes, guy wires, fences and other surface or subsurface structures removed or damaged by construction operations, except for trees and shrubs in the public right-of-way, shall be restored to their original condition as determined and accepted by the CO. All replacements shall be made with new materials. All fences may not be shown on the project drawings.

1.10 TEMPORARY FACILITIES

A. The Contractor shall be responsible for supplying his own office, toilet and storage facilities at the site. The Contractor shall also be responsible for providing potable water and water needed for construction and testing purposes. All expenses for connection of electrical service, telephone or other temporary services shall be the responsibility of the Contractor. The Contractor shall remove all traces of these facilities prior to completion of the project.

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1.11 SITE ACCESS

A. The Contractor shall be responsible for determining the adequacy of all roads and bridges used in moving equipment and materials to the construction site. The Contractor shall provide Traffic control when excavation crosses, driveways or other transportation facilities, and shall provide barriers to foot traffic at trenching locations.

1.12 SAFETY

A.

PART 2

PART 3

The Contractor shall be solely responsible for all project personnel on the jobsite, government employees, and members of the public needing to travel through the jobsite. No acts or comments by the CO shall be interpreted as a transfer of responsibility for safety.

1. Contractor shall be responsible to fence off trenching and backfilling activity to prevent accidental walking or falling into trench work zone by the public or employees during the entire time the Trenches are open.

2. Contractor is responsible to secure the site.

PRODUCTS (Not Used) EXECUTION (Not Used)

END OF SECTION 01010

SECTION 01040

COORDINATION AND

DIVISION 1 – GENERAL REQUIREMENTS SITE CONDITIONS

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PART 1 GENERAL

1.01 SECTION INCLUDES

A. Requirements for coordinating and sequencing the work under the

Contract, and requirements regarding existing site conditions.

B. Requirements for cutting and patching of new and existing work.

1.02 JOBSITE COORDINATION

A. Coordination with Other Work: The project shall be coordinated with the following work and activities:

1. Public and agency use of the Pierce Work Center Site.

2. Continuous operation and Pierce Work Center Site.

3. Contractor shall maintain traffic on Canal Street at all times. Proper signage indicating construction in progress shall be provided by the contractor at bunkhouse driveway entrance.

B. Government may perform additional work related to this project or Government may let other direct contracts which may contain General Requirements similar to these. Contractor shall afford the other Contractors who are parties to such direct contracts, (or Government if they are performing the additional work), reasonable opportunity for the introduction and storage of materials and equipment and execution of work, and shall properly coordinate his work with theirs.

C. If any part of Contractor’s work depends on proper execution or results from the work of any such other Contractor (or Government), Contractor shall inspect and promptly report to CO in writing any defect or deficiencies in such work that renders it unsuitable for such proper execution or results.

His failure to so report shall constitute an acceptance of the other work as fit and proper for the execution of his work except as to defects and deficiencies that may appear in the other work after the execution of his work.

D. Contractor shall do all cutting, fitting, and patching of his work that may be required to make its several parts come together properly and fit it to receive or be received by such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering their work and will only cut or alter their work with the written consent of the CO and of the other Contractors whose work will be affected.

DIVISION 1 – GENERAL REQUIREMENTS SITE CONDITIONS

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E. If the performance of additional work by other Contractors or Government is not noted in the Contract Documents prior to the execution of the Contract, written notice thereof shall be given to Contractor prior to starting any such additional work. If Contractor believes that the performance of such additional work by Government or others involved results in additional expense or requires an extension of the contract time, Contractor may make a claim therefore.

F. Contractor shall be responsible for all areas of the site and all Subcontractors in performance of the work. He shall exert full control over the actions of all employees and other persons with respect to the use and preservation of property and existing facilities, except such controls as may be specifically reserved to Government or others.

G. Contractor and all Subcontractors shall cooperate in the coordination of their separate activities in a manner that will provide the least interference with the Government’s operations and utility companies working in the area, and in the interfacing and connection of the separate elements of the overall project work. If any difficulty or dispute should arise in the accomplishment of the above, the problem shall be brought immediately to the attention of the Government. All Contractors working on this site are subject to this requirement for cooperation, and all shall abide by the CO’s decision in resolving project coordination problems without additional cost to the Government.

H. The Contractor shall have a designated job superintendent on site at all times during construction operations. The superintendent shall be capable of project level decisions, manpower authorization and equipment utilization.

1.03 SUBMITTALS

A. Contractor shall submit the following information as applicable to coordination activities:

1. Subsurface information and utilities, Contractor is responsible to utilize the services of Dig line and protect subsurface improvements as well as surface improvements.

2. Field Relocation: Clearly show proposed relocations of new or existing facilities, or related work affected by the relocation, on a clean copy of the Contract Drawings and submitted prior to performing the relocation.

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3. Easements: Copy of the easements and other agreements obtained from utilities as required to carry out the work. Note that this only applies to easements executed by the Contractor.

4. Connecting Work: Proposed methods of connecting new work to existing facilities, where not shown or specified.

5. Cutting and Patching:

a. Written notice requesting consent to perform cutting that may affect structural safety or normal functioning of existing utilities.

b. Recommendations indicating changed conditions, alternative materials or methods, time when uncovered work may be observed, and other information necessary to evaluate substitutions when work conditions necessitate change of materials or methods.

1.04 SITE CONDITIONS

A. Information on Site Conditions:

1. General: Information obtained by the Government regarding site conditions, topography, subsurface information, existing construction of site facilities as applicable, and similar data is included in the Contract Documents or will be available for inspection at the office of the Government upon request. Such information is offered as supplementary information only. The Government assumes no responsibility for its accuracy or completeness or for the Contractor’s interpretation of such information.

2. Subsurface Information:

a. A subsurface investigation at the site has not been performed.

b. Irrigation lines were not located, but are shown based on available information. Contractor is cautioned that irrigation lines could be present in locations not shown.

DIVISION 1 – GENERAL REQUIREMENTS SITE CONDITIONS

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a. Existing Utilities:

1. Location:

a. Known utilities and facilities adjacent to or within the work area are shown on the Drawings. The locations shown are taken from existing records and the best information available from existing utility plans; however, it is expected that there may be some discrepancies and omissions in the locations and quantities shown. Contractor's request for additional compensation or Contract time resulting from encountering utilities not shown will not be considered as this work is considered incidental to the overall project work. The Contractor is solely responsible for locating and avoiding conflicts with all existing utilities.

b. Contractor shall verify locations of utilities and facilities shown on the Drawings and to determine the presence of those not shown. Immediate and adjacent areas where excavations are to be made shall be thoroughly checked by visual examination for indications of underground facilities and also checked with electronic metal and pipe detection equipment. Where there is reasonable cause to verify the presence or absence of an underground facility, make exploratory excavations prior to proceeding with major excavation in the area. Where information on buried facilities is required to verify their nature, shape, configuration, dimensions, materials, or other properties, make exploratory excavations as required to ensure avoidance of conflicts and as acceptable to the CO.

c. The Contractor is advised that there is a DigLine utility locate number in use for utility location requests within the State of Idaho for buried gas, electrical and telecommunication lines.The DigLine number is 1-800-324-1585 or 811. Also see the DigLine website at http://www.digline.com/.

d. Utilities located within the construction area or trenches shall be protected in-place. Any abandoned utility shall be confirmed abandoned by the CO and removed from the construction area by the Contractor.

e. Contractor shall be aware that irrigation lines may exist on the proposed project property. Any repairs to existing irrigation lines shall be considered incidental to the work and is responsibility of the Contractor.

DIVISION 1 – GENERAL REQUIREMENTS SITE CONDITIONS

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2. Contractor’s Responsibilities:

a. Notify utility offices that are affected by construction operations at least 48 hours in advance. Under no circumstances expose any utility without first obtaining permission from the appropriate agency. Once permission has been granted, locate, expose, and provide temporary support for the utilities.

b. Notify affected users, the CO, and emergency services of planned service outages a minimum of 48 hours in advance of planned outage. Provide details such as phone number of superintendent, date and times for outage.

c. Protect all utility poles from damage. If interfering utility poles will be encountered, notify the utility company at least 48 hours in advance of construction operations to permit necessary arrangements to protect or relocate the poles.

d. Contractor shall be solely and directly responsible to owner and operator of such properties for damage, injury, expense, loss, inconvenience, delay, suits, actions, or claims of any character brought because of injuries or damage that may result from construction operations under this Contract.

e. Neither Government nor its officers or agency shall be responsible to Contractor for damages as a result of Contractor’s failure to protect utilities encountered in the work.

f. Maintain a legible log of all utility crossings showing type, depth, date of crossing. Location referenced to project stationing, and a notation if the utility was damaged, type of repair, and who made the repair. The Contractor will work with CO to maintain an accurate and complete log that will become part of the as-constructed contract drawings.

DIVISION 1 – GENERAL REQUIREMENTS SITE CONDITIONS

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C. Interfering Structures:

1. Take necessary precautions to prevent damage to existing structures whether on the surface, above ground or underground.

2. Protect existing structures from damage, whether or not they lie within limits of easements obtained by the Government. Where existing fences, gates, sheds, buildings or other structures must be removed to properly carry out the work, or are damaged during work, restore them to original condition and to the satisfaction of property owner.

3. Contractor may remove and replace in equal or better than original condition, small structures such as fences, or signposts that interfere with Contractor’s operations. Contractor shall obtain permission from the small structure owner prior to removal and replacement.

D. Monuments and Markers:

1. Preserve and protect survey monuments and markers throughout construction. If damage occurs or removal becomes necessary, notify CO.

2. Preserve private and public monuments that are found. If monument must be removed, it shall be replaced at its original location using a registered land surveyor. Notify CO when monuments are encountered. If government monuments are encountered, reference the monument for future replacement and provide 10-day advance notification to CO who will notify the proper authority.

E. Connecting to Existing Facilities: Unless otherwise shown or specified, determine methods of connecting new work to existing facilities, and obtain CO’s review and acceptance of connections.

1. Determine location, elevation, nature, materials, dimensions, and configurations of existing facilities where necessary for connecting new work.

2. Inspect existing record drawings and shop drawings, conduct exploratory excavations and field inspections, and conduct similar activities as needed.

DIVISION 1 – GENERAL REQUIREMENTS SITE CONDITIONS

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F. Erosion and Dust Control On-Site:

1. The Contractor shall be responsible for reducing soil erosion and dust due to wind or water to a level meeting federal, state, and local regulations at the construction site. Control measures that may be required include, but may not be necessarily limited to, the following:

a. Suspension of excavation during high wind or rain.

b. Minimization of land exposure in area and time.

c. Covering erodible areas as quickly as possible with gravel or by compaction.

d. Stabilizing construction site soils.

e. Controlling dust during construction by use of water spray.

f. On-site burning of waste materials is not allowed.

1.05 PROJECT MEETING OR REPORTS

A. Pre-construction Conference: A pre-construction conference will be scheduled after the Notice of Award.

B. Progress Meetings & Progress Reports: A monthly progress report will be submitted at a monthly meeting. It will include an updated schedule by the Contractor prior to the submission of the application for progress payment.

If the work falls behind the schedule, Contractor shall submit progress reports at such internals as the CO may request. Follow up meeting may be required. Each progress report shall include sufficient narrative to describe current and anticipated delaying factors, their effect on the construction schedule, and proposed corrective actions. Any work reported complete, but which is not readily apparent to the CO must be substantiated with satisfactory evidence.

C. Purpose of Meetings and Reports: The purpose of the meetings or reports will be to review the progress of work, maintain coordination of efforts, discuss changes in scheduling, and resolve other problems that may develop. At a minimum, each meeting must be attended by the Contractor’s project manager or field superintendent.

DIVISION 1 – GENERAL REQUIREMENTS SITE CONDITIONS

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1.06 SCHEDULING OF WORK

A. Modifications to Existing Facilities:

1. Continuous operation of the existing sanitary sewer facilities is of critical importance. Where existing facilities are to be modified during the course of work, obtain CO’s and review and acceptance of submittals for temporary shutdown and bypass pumping, demolition, modification, corrections between new and existing work, and other related work.

2. Connections to existing service or utilities, or other work that requires the temporary shutdown of any existing operations of utilities shall be planned in detail with appropriate scheduling of the work and coordinated with the CO. The schedule for shutdown or restart shall be given by written advance notice at least 15 days prior to the scheduled work in order that the CO may witness the shutdown, tie-in, and startup.

3. All materials and equipment, including emergency equipment, necessary to expedite tie-ins shall be on hand prior to the shutdown of existing services or utilities.

4. Unless otherwise specified or indicated, Contractor shall make all necessary connections to existing facilities including manholes, structures, pipelines, and utilities. In each case, Contractor shall obtain permission from the CO or the owning utility prior to undertaking connections. Contractors shall protect facilities against deleterious substances and damage.

5. Connections to existing facilities that are in service shall be thoroughly planned in advance, and all required equipment, materials, and labor shall be on hand at the time of undertaking the connections. All equipment, materials, and labor that the Contractor plans to have available shall be coordinated with the CO in order to ensure the work is done in the minimum amount of time.

B. Time of Work:

1. No work shall be done between 7:00 p.m. and 7:00 a.m., nor on

Saturdays, Sundays or legal holidays, without the written permission of the CO. However, maintenance or emergency work during these hours may be done without prior permission.

2. The CO will provide for periodic on site observation by a USFS representative whenever pipe or other items of work are being buried or otherwise concealed.

DIVISION 1 – GENERAL REQUIREMENTS SITE CONDITIONS

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PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION

3.01 CUTTING AND PATCHING

A. General:

1. Execute cutting (including excavating), fitting, or patching of work, required to:

a. Make the several parts fit properly.

b. Uncover work to provide for installation of specified work.

c. Remove and replace defective work or work not conforming to requirements of Contract Documents.

d. Install specified work in existing construction.

2. Perform the following upon written instruction of CO:

a. Uncover work to provide for CO’s observation of covered work.

b. Remove work to provide for alteration of existing work.

3. Contractor shall not, without written consent of CO:

a. Cut or alter work of another Contractor.

b. Cut structural or reinforcing steel.

c. Endanger existing or new structures or facilities.

d. Shut down or disrupt existing operations.

4. Materials for replacement of work removed shall comply with applicable sections of these Specifications for corresponding type of work to be done.

5. Provide all tools and equipment required to accomplish cutting and patching.

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B. Inspection and Preparation:

1. Inspect existing conditions of work, including elements subject to movement or damage during cutting, patching, excavating, and backfilling.

2. After uncovering work, inspect conditions affecting installation of new products.

3. Prior to cutting, provide safety protection.

C. Procedures:

1. Execute fitting and adjustment of products to provide finished installation to comply with specified tolerances and finishes.

2. Execute plant piping, general piping and fittings as specified in Division 22 – PLUMBING.

3. Restore work that has been cut or removed; install new products and provide completed work in accordance with specified requirements.

4. Restore structures and surfaces damaged that are to remain in the completed work including piping, conduit, and other utilities.

5. Make restorations with new materials and appropriate methods as specified for new work of similar nature; if not specified, use best recommended practice of manufacturer or appropriate trade association.

6. Restore damaged work so there is a secure and intimate bond or fastening between new and old work. Finish restored surfaces tosuch planes, shapes, and textures that no transition between new and old work is evident in finished surfaces.

3.02 TELEPHONE AND/OR ELECTRICAL CROSSINGS

A. It is the responsibility of the Contractor to review buried and overhead utility conflicts that may affect the Work. All costs associated with the construction and these utilities shall be the responsibility of the Contractor. All work near buried telephone and/or electrical cables shall be coordinated with the utility provider. It is the Contractor’s responsibility to field review the magnitude of any construction conflict (crossings or pole support) created by the overhead utility conflicts. Contractor shall coordinate with the utility companies to ensure pole relocations are completed so as not to delay the Work. Power poles that are exposed to trenching will be

DIVISION 1 – GENERAL REQUIREMENTS SITE CONDITIONS

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END OF SECTION 01040

SECTION 01150

DIVISION 1 – GENERAL REQUIREMENTS MEASUREMENT AND PAYMENT

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PART 1 GENERAL

1.01 SECTION INCLUDES

A. This section provides bid item descriptions and specifies the method of measurement and basis of payment for work covered by the Contract Documents.

1.02 GENERAL

A. The bid price for each item of the Contract shall cover all work shown on the Drawings and required by the specifications and other Contract Documents. All costs in connection with the work, including furnishing all materials, equipment, supplies and appurtenances; providing all required construction support plants, equipment, and tools; and performing all necessary labor and supervision to fully complete the work, shall be included in the unit and/or lump sum prices bid in the Bid Form Schedule.

The amounts shown on the Bid Form Schedule shall be the contract price.

B. No item that is required by the Contract Documents for the proper and successful completion of the work will be paid for outside of or in addition to the prices submitted in the bid. All work not specifically set forth as a pay item in the Bid Form shall be considered a subsidiary obligation of the Contractor and all costs in connection therewith shall be included in the prices bid.

1.03 ESTIMATED QUANTITIES

A. All estimated quantities stipulated in the Bid Form or other Contract Documents are approximate and are to be used (1) only as a basis for estimating the probable cost of the work and (2) for the purpose of comparing the bids submitted for the work.

B. The actual amount of work done and materials furnished under unit price items may differ from the estimated quantities. The basis of payment for work and materials will be the actual amount of work done and materials furnished to the pay-lines defined in this section. The Contractor agrees that he will make no claim for damages, anticipated profits, or otherwise on account of any difference between the amount of work actually performed and materials actually furnished and the estimated amounts herein except as allowed in the Contract Conditions.

1.04 SURVEYS AND MEASUREMENTS

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A. All quantity measurements shall be the responsibility of the Contractor and will be checked by the CO. When considered necessary by CO, Contractor shall demonstrate how quantity measurements were determined.

1.05 METHOD OF MEASUREMENT

A. No measurement of lump sum bid items contained in this Contract will be made.

B. Measurement of unit price items contained in the Contract will be made in the field by the Contractor and will be verified by the CO.

1.06 BASIS OF PAYMENT

A. The bid for the construction work in this Contract is a Actual Quantity bid for all construction activities and materials required to complete the work described in the Contract Documents. Payment for the items shall include all labor, materials, equipment, and incidentals required to complete the item. The work included in each item is more completely described below.

B. Lump sum bid items will be paid on a periodic basis in an amount equal to the percentage of the total work deemed complete by the CO.

Item Description

101 Mobilization. Item includes moving equipment and other necessary work items to and from the project site. Payment will be made at the lump sum contract unit price for this item. Contractor may request payment for performance and payment bonds. The amount of the premium, including coinsurance and reinsurance agreements, will be paid upon receipt of evidence of full payment to the surety. When separate payment for boding cost is made, the bonding cost will be subtracted from the total contract amount for this pay item and the balance paid in accordance with the progress payment schedule outlined below:

(a) When 5 percent or more of the original contract amount is earned from other pay items, 50 percent of the amount for mobilization, or 5 percent of the original contract amount, whichever is less, will be paid.

(b) When 10 percent or more of the original contract amount is earned from other pay items, 100 percent of the amount for mobilization, or 10 percent of the original contract amount, whichever is less will be paid.

(c) Upon completion of all work on the project, any unpaid amount for mobilization will be paid.

(d) Traffic Control for this project is primarily Signage and will be made part of the mobilization bid item, it will all labor, equipment, and materials necessary for the control of traffic during construction

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1. Item includes all labor, equipment and materials necessary for erosion and sediment control per Section 01560.

102 Clearing and Grubbing. Payment will be made at the contract unit price per acre of area cleared and grubbed. Item includes all labor, equipment, and materials necessary for brush, tree, stump, and root removal, stripping and stockpiling of topsoil, and other clearing necessary for replacement of the Sewer line and repair of crushed gravel roadway.

103 Sewer Service 4". Payment will be made at the contract unit price per linear foot for installed and accepted 4-inch sewer service. Item includes all labor equipment and materials necessary to furnish and install 4-inch sewer service excavation, trench dewatering, soil stabilization, Type 1 pipe bedding material, backfill, compaction, pipe locating wire, marker tape and pipe joining and installation to up to 2 4" wye influent lines. Measurement will be made through appurtenances. . Trench boxes and sediment, moisture, and erosion control for this trench and the excavation is incidental to this item.

105 Landscaping. Raking trench line and reseeding trenched area with a Kentucky blue grass or an approved lawn mix.

104 Crushed Gravel Roadway. Payment will be at the contract unit price per square yard of crushed gravel, in-place. Item includes all labor, equipment, and materials necessary for subgrade preparation, sub base course preparation, finished grading, road surface, road widening, gravel placement, and compaction necessary to complete the work.

106 Sewer Service 6". Payment will be made at the contract unit price per linear foot for installed and accepted 6-inch sewer service. Item includes all labor equipment and materials necessary to furnish and install 6-inch sewer service excavation, trench dewatering, soil stabilization, Type 1 pipe bedding material, backfill, compaction, pipe locating wire, marker tape and pipe joining and installation to up to 2 4"-6" wye influent lines. Measurement will be made through appurtenances.

Trench boxes and sediment, moisture, and erosion control for this trench and the excavation is incidental to this item.

Optional

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106 Landscape Surface Restoration. Payment will be made at the lump sum contract price for all cleaning and surface restoration, including gravel surfacing, seeding, patching, as applicable, to restore the site to existing or better conditions after completion of construction as accepted by the Government. All Lawn areas will be reseeded with a Kentucky blue grass seed mix or an approved lawn mix.

Note: All cleanup, electricity, temporary access, construction water, restoration of surfaces beyond pay limits or restoration at areas outside the construction zone damaged by this construction and required to be restored, discharge and other permits not identified as a bid item, and any other items not shown as a pay item are considered subsidiary to the pay items shown and as such receive no direct payment.

PART 2

PART 3

PRODUCTS (Not Used)

EXECUTION (Not Used)

END OF SECTION 01150

SECTION 01300

DIVISION 1 - GENERAL REQUIREMENTS SUBMITTALS

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PART 1 GENERAL

1.01 SECTION INCLUDES

A. Submittal procedures.

B. Construction progress schedules.

C. Product data.

D. Functional Tests

1.02 RELATED SECTIONS

A. Section 01400 - QUALITY CONTROL: Manufacturers' field services and reports.

B. Section 01700 - CONTRACT CLOSEOUT: Contract closeout submittals.

1.03 SUBMITTAL PROCEDURES

A. The Contractor shall submit to Government a submittal schedule with his proposed submittal dates for all equipment and materials for which a submittal is required. The completed schedule shall be submitted to Government by the Contractor within ten (10) working days after the date of the Notice of Award.

B. Procedures and requirements for submittals are specified herein. CO reserves the right to modify the procedures and requirements for submittals, as necessary to accomplish the specific purpose of each submittal. Direct all inquiries to CO regarding the procedure, purpose, or extent of any submittal.

C. Before submission of each submittal, determine and verify quantities, dimensions, specified performance criteria, installation requirements, materials, catalog numbers, and similar data with respect thereto; review and coordinate each submittal with other submittals, requirements of the work, and Contract Documents.

D. Review of first submittal and second resubmittal will be performed by Government at no cost to the Contractor. Subsequent submittals will be reviewed by Government; however, Government will document the work-hours and other expenses required for such review(s) and the Contractor shall reimburse

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1. SPECIFIC SUBMITTAL PROCEDURES

1. The Contractor shall submit an electronic submittal to Government for their approval.

a. Provide general submittal information with each PDF submittal, including project, subject, submittal number, submittal date, supplier, and keywords.

b. Submittals shall be an electronic file in Adobe Acrobat Portable Document File (PDF) format created directly to PDF (preferred) or via scans of the hard copy. Scans must be legible.

c. Electronic files that contain more than 10 pages in PDF format shall contain internal bookmarks linked from an index page to major sections of the document.

d. PDF files shall be set up to print legibly at 8.5-inch by 11-inch or 11-inch by 17-inch. No other paper sizes will be accepted.

e. New electronic files shall be submitted for each resubmittal, i.e., resubmit entire submittal when individual pages or portions thereof are modified.

2. Sequentially number the transmittal forms. Resubmittals to have original number with an alphabetic suffix.

3. Provide space for Contractor and Government review stamps.

4. Revise and resubmit submittals as required, identify all changes made since previous submittal.

5. Submittals will be acted upon by Government and transmitted to Contractor not later than 20 regular working days after receipt by Government. Shop drawings shall be submitted in sufficient time to allow Government not less than 20 regular working days for examining the shop drawings.

1.04 CONSTRUCTION PROGRESS SCHEDULES

A. Submit initial progress schedule in duplicate within 15 days after date of Government's Notice of Award for Government 's review.

B. Submit revised schedules with each Application for Payment, identifying changes since previous version.

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A. Within 7 days after date of Government’s Notice of Award, submit complete list of major products proposed for use, with name of manufacturer, trade name, and model number of each product.

B. Should the Contractor elect to propose use of a substitute equipment or material, which is not listed in the specification as an "equal" and cannot be considered an equal because it does not meet the specifications, Contractor must submit adequate documentation allowing Government to determine the equivalency of the material. Contractor shall pay Government for costs incurred in reviewing the proposed substitution.

A. Where a certification of functional testing is specified for certain facilities or equipment, Contractor (as applicable to the facilities or equipment furnished) shall state in writing that:

1. Necessary hydraulic structures, piping systems, valves, and similar facilities have been successfully tested.

2. Necessary equipment systems and subsystems have been checked for proper installation, started, and successfully tested to indicate they are operational.

3. Adjustments and calibrations have been made.

4. The systems and subsystems are capable of performing their intended functions.

5. The facilities are ready for performance testing, or for startup and intended operation, as applicable.

B. Performance Test Reports: Prepare and submit performance test reports where specified for equipment and systems.

PART 2

PART 3

PRODUCTS (Not Used) EXECUTION (Not Used)

END OF SECTION 01300

1.05 PRODUCT DATA

1.06 Functional Test Certification

SECTION 01400

DIVISION 1 - GENERAL REQUIREMENTS QUALITY CONTROL

01400 - Page 1 of 3 Box\7400PublicHealthPollutionControlFacilities\7430WasteWater\WWProjects\23-Pierce Sewer line April 20,2023

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Quality Assurance and Quality Control of installation.

B. References.

C. Testing and Special Inspections.

1.02 GENERAL

A. Provide all testing and Special Inspections in accordance with the Construction Documents.

B. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce work of specified quality.

C. Comply fully with manufacturers' instructions, including each step in installation or construction sequence.

D. Should the manufacturers' instructions conflict with the Construction Documents, request a clarification from the CO before proceeding.

E. Comply with all specified standards as a minimum quality for the work except when more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.

F. Perform work by person qualified to produce workmanship of specified quality.

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1.04 TESTING AND SPECIAL INSPECTIONS

A. General:

1. Testing and inspections shall be provided as required by the Drawings and Specifications. The following summarizes testing and inspection requirements but any special provisions, individual materials and equipment specifications, and the Drawings must be consulted for complete and detailed testing and inspection requirements.

B. Government Provided Testing and Special Inspections for Quality Assurance:

1. The Contractor shall be responsible for coordinating with the CO and scheduling the contractor's testing and Special Inspections to ensure that inspections are completed as required by the Drawings and Specifications.

2. Assure that Government and CO and the quality assurance agency have access to all work areas at all times work is in progress.

C. Contractor Provided Testing for Quality Control:

1. The Contractor shall notify the CO when the Work is ready for quality control testing to allow CO’s representative to witness the testing.

2. With the exception of the explicitly specified CO provided Special Inspections and testing, the Contractor shall be responsible for and pay for all testing required to control contractor production and construction processes and as required by the Drawings and Specifications.

3. All Contractor testing, except leakage testing and equipment functional testing, shall be performed by an independent, certified testing laboratory paid for by the Contractor and approved by the Government and CO.

4. All test results shall be provided to the CO and the Contractor shall provide written authorization to the testing laboratory to release test results to the CO. A copy of this authorization shall be submitted to the CO prior to construction startup.

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4. Unless otherwise stated in the Specifications, the Contractor shall select the quality control testing locations. The CO reserves the right to direct the Contractor as to when and where tests are taken (i.e. select concrete truck(s), areas of backfill for density, etc.). However, this does not relieve the Contractor from the requirement of giving reasonable notice that Work is ready for inspection.

5. The Contractor shall be responsible for all labor and materials associated with the filling, flushing, and hydrostatic and leakage testing of all pipelines, structures, tanks, and other appurtenances.

Hydrostatic and leakage testing shall be conducted in the presence of the CO.

D. The CO reserves the right to conduct additional testing to assure compliance with the specifications.

E. Testing conducted by the government shall not relieve the Contractor from his obligation to perform the work in accordance with the Technical Specifications.

F. All laboratory and material test results shall be submitted to the Government for review and approval prior incorporation or covering of the tested material or work.

G. Testing and Work results not meeting requirements or found to be defective shall be re-tested, repaired, or replaced at the Contractor’s expense.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION

3.01 MINIMUM CONTRACTOR PROVIDED TESTING REQUIREMENTS

A. Testing provided by the Contractor shall include but not be limited to:

1. Materials and Compaction Testing for Earthwork for Structures:

As specified in Section 02220, EARTHWORK.

2. Materials and Compaction Testing for Trench Construction: As specified in Section 02221, TRENCH EXCAVATION AND

BACKFILL FOR PIPELINES AND APPURTENANT

STRUCTURES.

3. Leakage/Manhole Leakage, Deflection Testing, all new pipe and sewer manholes as specified in 02730, SANITARY SEWER

COLLECTION SYSTEM.

END OF SECTION 01400

SECTION 01500

CONSTRUCTION FACILITIES

DIVISION 1 - GENERAL REQUIREMENTS AND TEMPORARY CONTROLS

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PART 1 GENERAL

1.01 SECTION INCLUDES

A. Temporary utilities required during construction.

B.…