W912HN-09-R-0076TechProvisionsHollyHill.pdf

Lake Marion Regional Water System Project:

Holly Hill Reach Water Transmission Main-Phase 1, Town of Holly Hill and Town of Santee and areas within Orangeburg County, SC W912HN-09-R-0076

TECHNICAL PROVISIONS-TABLE OF CONTENTS

Cover Page

DOCUMENTS 00 - INTRODUCTORY, BIDDING, AND CONTRACT REQUIREMENTS

00101N BID SCHEDULES

00102N LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01100 GENERAL REQUIREMENTS

01110N SUMMARY OF WORK

01270A MEASUREMENT AND PAYMENT

01312A QUALITY CONTROL SYSTEM (QCS)

01320A PROJECT SCHEDULE

01330 SUBMITTAL PROCEDURES

01355A ENVIRONMENTAL PROTECTION

01420 SOURCES FOR REFERENCE PUBLICATIONS

01451A CONTRACTOR QUALITY CONTROL

01500A TEMPORARY CONSTRUCTION FACILITIES

01525 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

01780A CLOSEOUT SUBMITTALS

01781 OPERATION AND MAINTENANCE DATA

DIVISION 02 - SITE CONSTRUCTION

02231 CLEARING AND GRUBBING

02240 BORING AND JACKING

02250 HORIZONTALLY DIRECTIONALLY DRILLED, PIPE (HDD)

02300 EARTHWORK

02370A SOIL SURFACE EROSION CONTROL

02570A MANHOLES

02600 WATER MAINS

02713A BITUMINOUS BASE COURSE

02723A AGGREGATE BASE COURSE

02921A SEEDING

02960 TRAFFIC CONTROL

APPENDICES

A. SUBSURFACE INVESTIGATION

B. SCE&G TRANSMISSION LINE RIGHT-OF-WAY ENCROACHMENT

C. SCDOT ENCROACHMENT PERMIT

D. ORANGEBURG COUNTY ROAD ENCROACHMENT PERMIT

E. SCDHEC PERMIT TO CONSTRUCT

F. SCDHEC STORMWATER PERMIT

ATTACHMENTS

LAKE MARION REGIONAL WATER AGENCY

HOLLY HILL REACH

WATER TRANSMISSION MAIN

W912HN-09-R-0076

TECHNICAL SPECIFICATIONS

JUNE 2009

PREPARED BY:

HAZEN AND SAWYER, P.C.

CHARLOTTE, NC

In Association with:

ERC

ORANGEBURG, SC

U.S. ARMY CORPS OF ENGINEERS SANTEE COOPER

HOLLY HILL REACH COE

W912HN-09-R-0076 JUNE 2009

DOCUMENT TABLE OF CONTENTS

DOCUMENTS 00 - INTRODUCTORY, BIDDING, AND CONTRACT REQUIREMENTS

DOCUMENT 00101N

BID SCHEDULES

PART 1 GENERAL

1.1 BASIS OF BIDS

1.1.1 Unit Price Schedule

-- End of Document Table of Contents --

DOCUMENT 00101N Page 1

DOCUMENT 00101N

BID SCHEDULES

PART 1 GENERAL

1.1 BASIS OF BIDS

1.1.1 Unit Price Schedule

This contract will be awarded as one lump sum with individual lump sum prices required for specifically selected work. A schedule of the individual lump sum prices is contained in Standard Form SF 1442, "Solicitation, Offer and Award." See Contract Clauses, "FAR 52.211-18, Variation in Estimated Quantity" and "FAR 52.236-16, Quantity Surveys," "DFARS 252.236-7008, Contract Prices - Bidding Schedules."

Unit Prices Form

(i) Basis of Bid for Item 0001 shall be the Total Amount for Item 1 (Items 1AA through 1AN), complete in accordance with the drawings and specifications.

Item Description Estimated Quantity Unit Amount 0001 All work complete in 1 Lump Sum $______ accordance with the drawings and specifications.

0001AA Mobilization 1 Lump Sum $______

0001AB Temporary Construction 1 Lump Sum $______ Facilities

0001AC Erosion Control 1 Lump Sum $______

0001AD Clearing/Grubbing 1 Lump Sum $______ Permanent ROW

0001AE Boring and Jacking 1 Lump Sum $______

0001AF Horizontal Directional 1 Lump Sum $______ Drilled Pipe

0001AG 30" Diameter Pipe 1 Lump Sum $______

0001AH Blow-Offs 1 Lump Sum $______

DOCUMENT 00101N Page 2

Unit Prices Form

0001AI Air-Release Valves/ 1 Lump Sum $______ Manholes

0001AJ Site Restoration/Seeding 1 Lump Sum $______

0001AK Traffic Control 1 Lump Sum $______

0001AL Demobilization 1 Lump Sum $______

0001AM Pavement Repair 1 Lump Sum $______

0001AN Disinfection Upstream 1 Lump Sum $______

Total Amount for Item 0001 $______

-- End of Document --

DOCUMENT 00101N Page 3

DOCUMENT TABLE OF CONTENTS

DOCUMENTS 00 - INTRODUCTORY, BIDDING, AND CONTRACT REQUIREMENTS

DOCUMENT 00102N

LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

1.2 CONTRACT DRAWINGS

1.3 SUPPLEMENTARY DRAWINGS

1.3.1 Subsurface Data

-- End of Document Table of Contents --

DOCUMENT 00102N Page 1

DOCUMENT 00102N

LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

This document lists the drawings for the project pursuant to Contract Clause "DFARS 252.236-7001, Contract Drawings and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

DRAWING SHEET

NO. NO. TITLE

1 COVER

X1 2 INDEX SHEET

X2 3 LEGEND AND NOTES

P01 4 STA 0+00 TO STA 13+00

P02 5 STA 13+00 TO STA 26+00

P03 6 STA 26+00 TO STA 39+00

P04 7 STA 39+00 TO STA 52+00

P05 8 STA 52+00 TO STA 65+00(LB)

PO6 9 STA 65+00(LB) TO STA 65+00(LA)

P07 10 STA 65+00 TO STA 78+00

P08 11 STA 78+00 TO STA 91+00

P00 12 STA 91+00 TO STA 104+00

P10 13 STA 104+00 TO STA 117+00

P11 14 STA 117+00 TO STA 130+00

P12 15 STA 130+00 TO STA 143+00

P13 16 STA 143+00 TO STA 156+00

P14 17 STA 156+00 TO STA 169+00

P15 18 STA 169+00 TO STA 182+00

P16 19 STA 182+00 TO STA 195+00

P17 20 STA 195+00 TO STA 208+00

P18 21 STA 208+00 TO STA 221+00

P19 22 STA 221+00 TO STA 234+00

P20 23 STA 234+00 TO STA 247+00

P21 24 STA 247+00 TO STA 260+00

P22 25 STA 260+00 TO STA 273+00

P23 26 STA 273+00 TO STA 286+00

P24 27 STA 286+00 TO STA 299+00

P25 28 STA 299+00 TO STA 312+00

P26 29 STA 312+00 TO STA 325+00

P27 30 STA 325+00 TO STA 338+00

P28 31 STA 338+00 TO STA 351+00

P29 32 STA 351+00 TO STA 364+00

P30 33 STA 364+00 TO STA 368+09

DOCUMENT 00102N Page 2

DRAWING SHEET

NO. NO. TITLE

D1 34 MISCELLANEOUS DETAILS

D2 35 MISCELLANEOUS DETAILS

D3 36 MISCELLANEOUS DETAILS

D4 37 MISCELLANEOUS DETAILS

1.3 SUPPLEMENTARY DRAWINGS

1.3.1 Subsurface Data

Subsurface data, contained in the soils report is included as part of the solicitation and attached as a reference in these documents.

-- End of Document --

DOCUMENT 00102N Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01100

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 PRECONSTRUCTION CONFERENCE

1.1.1 Conference

1.1.2 Submittals

1.1.3 Quality Control System (QCS) Data File

1.1.4 Letter of Record

1.2 CONTRACTOR-PREPARED CONSTRUCTION PROGRESS CHART

1.3 CERTIFICATES OF COMPLIANCE

1.4 ENVIRONMENTAL PROTECTION REQUIREMENTS

1.4.1 Environmental Protection

1.4.2 Environmental Litigation

1.4.3 Work in Quarantined Areas (1968 May OCE

1.5 DAMAGE TO WORK

1.6 PHYSICAL CONDITIONS AND DATA

1.6.1 General

1.6.2 Physical Conditions

1.6.3 Weather Conditions

1.6.4 Transportation Facilities

1.6.4.1 Railroads

1.6.4.2 Highways

1.6.5 Vehicle Weight Restrictions

1.6.6 Records

1.6.7 Subsurface Conditions and Data

1.7 TIME EXTENSION FOR UNUSUALLY SEVERE WEATHER (OCT 1989) (LOCAL

52.236-4100 ER 415 1 15)

1.8 UTILITY SERVICES PROVIDED BY THE GOVERNMENT

1.9 CONTRACTOR'S USE OF PROJECT SITE FACILITIES

1.10 TESTING

1.11 CONSTRUCTION SCHEDULE CONSTRAINTS

1.11.1 Occupancy

1.11.2 Coordination With Other Contractors

1.11.3 Protection

1.11.3.1 Covering, Shields and Barricades

1.11.3.2 Construction and Placement

1.11.4 Phasing and Sequence

1.11.5 Outages

1.11.5.1 Traffic Management Plans

1.11.6 Continuity

1.12 "AS-BUILT" DRAWINGS

1.12.1 "As-Built" Contract Drawings

SECTION 01100 Page 1

1.13 HAUL ROUTES

1.14 PAYMENT FOR MATERIALS STORED ON-SITE AND OFF-SITE

1.15 EXISTING UNDERGROUND UTILITIES

1.16 LIST OF DRAWINGS

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 FINAL AND CONDITIONAL ACCEPTANCE OF GRASSING

-- End of Section Table of Contents --

SECTION 01100 Page 2

SECTION 01100

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 PRECONSTRUCTION CONFERENCE

1.1.1 Conference

A Preconstruction Conference will be arranged by the Contracting Officer's Representative after award of contract and before commencement of work.

The Contracting Officer's Representative will notify the Contractor of the time and date set for the meeting. At this conference, the Contractor shall be oriented with respect to Government procedures and line of authority, contractual, administrative, and construction matters.

Additionally, a schedule of required submittals will be discussed.

1.1.2 Submittals

The Contractor shall bring to this conference the following items in completed form:

a. Minimum Basic Outline for Accident Prevention Program (including Diving Plan if required) (See ATTACHMENTS)

b. Emergency Response Procedures including employee certificates for current First Aid and CPR training

c. Letter signed by an officer of the company designating the full-time job superintendent and his qualifications

d. Quality Control Plan

e. List of Subcontractors - Including written statement that no first tier subs are presently debarred or suspended from Government work.

f. Environmental Protection Plan

g. Hazard Analysis Plan

h. Submit at least two (2) completed Safety Checklists for Mobile Construction Equipment (SAD FORM 1666-R). See ATTACHMENTS. These safety inspection checklists should include identified safety deficiencies with corrective actions taken while performing work in other Corps of Engineers Districts.

1.1.3 Quality Control System (QCS) Data File

The Contractor shall bring the "Export to RMS" file for import to the Corps

SECTION 01100 Page 3 of Engineers RMS (Resident Management System). This file shall be in accordance with the Section 01312A, QUALITY CONTROL SYSTEM (QCS) and shall include current information on the following:

a. Prime Contractor Data

b. Subcontractor Data

c. Insurance Data

d. Equipment Data

e. Submittal Register

f. Correspondence

g. Features of Work

h. Activity Schedule

i. Pay Activity Data

1.1.4 Letter of Record

A Letter of Record will be written documenting all items discussed at the conference and a copy will be furnished by the Contracting Officer's Representative to all in attendance.

1.2 CONTRACTOR-PREPARED CONSTRUCTION PROGRESS CHART

The contractor shall provide and maintain a Construction Project Schedule as specified in SECTION 01320A PROJECT SCHEDULE.

1.3 CERTIFICATES OF COMPLIANCE

Any certificates required for demonstrating proof of compliance of materials with specification requirements shall be executed in one (1) copy unless otherwise specified. Each certificate shall be signed by an official authorized to certify in behalf of the manufacturing company and shall contain the name and address of the Contractor, the project name and location, and the quantity and date or dates of shipment or delivery to which the certificates apply. Copies of laboratory test reports submitted with certificates shall contain the name and address of the testing laboratory and the date or dates of the tests to which the report applies.

Certification shall not be construed as relieving the Contractor from furnishing satisfactory material, if, after tests are performed on selected samples, the material is found not to meet the specific requirements.

1.4 ENVIRONMENTAL PROTECTION REQUIREMENTS

1.4.1 Environmental Protection

It is the responsibility of the Contractor to investigate and comply with all Federal, State, county, and municipal laws concerning pollution of air and water, and for the protection of public and employee health, and for damages to shellfish, fish, and wildlife. The Contractor will provide sufficient safeguards to prevent pollution to the waterways by spillage or waste of paints, fuels, oils, bitumens, calcium chloride, insecticides, herbicides or other similar materials harmful to the health and well being of employees, the public, fish, shellfish, or wildlife. Additionally, all oil and oil cans, buckets, etc. shall be removed from the site and disposed of properly. No oil shall be dumped at the site. Any soil contaminated by

SECTION 01100 Page 4 oil will be required to be removed from the site at the Contractor's expense. All other trash and discarded materials (such as old mats, cable, etc.) shall be completely removed from the site and disposed of properly.

1.4.2 Environmental Litigation

If the performance of all or any part of the work is suspended, delayed, or interrupted due to an order of a court of competent jurisdiction as a result of environmental litigation, as defined below, the Contracting Officer, at the request of the Contractor, shall determine whether the order is due in any part to the acts or omissions of the Contractor or a Subcontractor at any tier not required by the terms of this contract. If it is determined that the order is not due in any part to acts or omissions of the Contractor or a Subcontractor at any tier other than as required by the terms of this contract, such suspension, delay, or interruption shall be considered as if ordered by the Contracting Officer in the administration of this contract under the terms of the Contract Clause SUSPENSION OF WORK found in Section 0700. The period of such suspension, delay or interruption shall be considered unreasonable, and an adjustment shall be made for any increase in the cost of performance of this contract (excluding profit) as provided in that clause, subject to all the provision thereof.

The term "environmental litigation", as used herein, means a lawsuit alleging that the work will have an adverse effect on the environment or that the Government has not duly considered, either substantively or procedurally, the effect of the work on the environment.

1.4.3 Work in Quarantined Areas (1968 May OCE

The work called for by this contract involves activities in counties quarantined by the U.S. Department of Agriculture (USDA) to prevent the spread of certain plant pests which may be present in the soil. USACE and the USDA have a compliance agreement requiring measures to prevent the spread of these pests (see ER 1110-1-5). The Contractor shall thoroughly clean all construction equipment and tools at the previous job site in a manner that ensures that these implements are free from residual soil, egg deposits from plant pests, noxious weeds, and plant seeds. In addition, all construction equipment used for this USACE contract shall be thoroughly cleaned by the Contractor before it is removed from this job site.

Equipment cleaning shall be performed using water under pressure; hand tools shall be thoroughly cleaned by brushing or other means to remove all soil. The Contractor shall consult with the USDA jurisdictional office for additional cleaning requirements that may be necessary. In addition, if this contract involves the identification, shipping, storage, testing, or disposal of soils from such a quarantined area, the Contractor agrees to comply with the provisions of ER 1110-1-5 and attachments. A copy of ER 1110-1-5 will be made available by the Contracting Officer upon request.

The Contractor agrees to assure compliance with this obligation by all subcontractors.

1.5 DAMAGE TO WORK

The responsibility for damage to any part of the permanent work shall be as

SECTION 01100 Page 5 set forth in Section 0700, Contract Clauses, clause entitled PERMITS AND RESPONSIBILITIES. However, if, in the judgment of the Contracting Officer, any part of the permanent work performed by the Contractor is damaged by flood, earthquake, hurricane, or tornado, which damage is not due to the failure of the Contractor to take reasonable precautions or to exercise sound engineering and construction practices in the conduct of the work, the Contractor will make the repairs as ordered by the Contracting Officer and full compensation for such repairs will be made at the applicable contract unit or lump sum prices as fixed and established in the contract.

If, in the opinion of the Contracting Officer, there are no contract unit or lump sum prices applicable to any part of such work, an equitable adjustment pursuant to the Contract Clause, CHANGES will be made as full compensation to the repairs of that part of the permanent work for which there are no applicable contract unit or lump sum prices. Except as herein provided, damage to all work (including temporary construction), utilities, materials, equipment and plant shall be repaired to the satisfaction of the Contracting Officer at the Contractor's expense, regardless of the cause of such damage.

1.6 PHYSICAL CONDITIONS AND DATA

1.6.1 General

Data and information furnished or referred to below is for the Contractor's information. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor.

1.6.2 Physical Conditions

The physical conditions indicated on the drawings and in the specifications are the result of site investigations by Hazen and Sawyer, P.C. Charlotte, NC In association with ERC, Orangeburg, SC. It is highly recommended that bidders conduct their own site visit.

1.6.3 Weather Conditions

The U.S. Department of Commerce, National Oceanic and Atmospheric Administration (NOAA) compiled the following data based on readings taken at Columbia Metropolitan Airport recording station.

Average annual precipitation 45.41 inches Average monthly high precipitation 7.3 inches Average annual temperature 63.7 degrees F

Average monthly high temperature 74.4 degrees F Average monthly low temperature 52.9 degrees F

Additional information can be obtained from the NOAA Environmental Data Service Office in Asheville, North Carolina.

SECTION 01100 Page 6

1.6.4 Transportation Facilities

1.6.4.1 Railroads

Charleston, South Carolina, the nearest major city to the site of the work is served by the CSX Railroad. The Contractor shall investigate the availability of sidings and shall make all arrangements for use of any sidings for the delivery of any materials and equipment to be used in the work.

1.6.4.2 Highways

State and Federal Highways serving the site of the work are shown on the Location and Vicinity Map of the contract drawings. The Contractor shall make his own investigations of available roads for transportation, load limits for bridges and roads, and other road conditions affecting the transportation of materials and equipment to the project site of the work.

1.6.5 Vehicle Weight Restrictions

Not applicable.

1.6.6 Records

Design data used to formulate the plans and specifications for this work are available for review at the Corps of Engineers, Charleston District Office, upon written request of any bidder to Contracting Division, 69A Hagood Avenue, Charleston, South Carolina.

1.6.7 Subsurface Conditions and Data

Report of Subsurface Exploration is included in Appendix A.

1.7 TIME EXTENSION FOR UNUSUALLY SEVERE WEATHER (OCT 1989)

(LOCAL 52.236-4100 ER 415 1 15)

This clause specifies the procedure for determination of time extensions for unusually severe weather in accordance with the clause entitled DEFAULT (FIXED PRICE CONSTRUCTION). In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

a. The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

b. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

The following schedules of monthly anticipated adverse weather delays are based on National Oceanic and Atmospheric Administration or similar data for the project location and will constitute the base line for monthly

SECTION 01100 Page 7 weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON 5 DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

8 6 8 3 6 5 5 6 4 3 4 7

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON 6 DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

10 7 10 4 7 6 6 7 5 4 5 8

Upon acknowledgement of the notice to proceed and continuing throughout the contract, the Contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the contractor's scheduled work day.

The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph (b) above, the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the contract clause entitled DEFAULT (FIXED PRICE CONSTRUCTION).

1.8 UTILITY SERVICES PROVIDED BY THE GOVERNMENT

No utility service will be furnished by the Government for construction utilities. The contractor shall provide all necessary equipment for power, water and any other utilities required for the construction activities.

1.9 CONTRACTOR'S USE OF PROJECT SITE FACILITIES

Except as required for Security Guards in the performance of their assigned duties, no Contractor's personnel on any project site shall be allowed to use as living quarters any facilities in areas set aside for the Contractor's use as administrative area, storage facilities or use by security personnel.

1.10 TESTING

ALL TESTS REQUIRED UNDER THE technical provisions sections will be performed by and at the expense of the Contractor. All instruments and personnel required for these tests shall be furnished by the Contractor.

SECTION 01100 Page 8

1.11 CONSTRUCTION SCHEDULE CONSTRAINTS

1.11.1 Occupancy

There will be no occupancy during the performance of this contract.

1.11.2 Coordination With Other Contractors

The attention of the Contractor is invited to the fact that other contractors may be working adjacent to the project site concurrently with the work under this contract. The contractor shall not interfere with materials, appliances, or workmen of any Contractor who may be concurrently performing work under other contracts near the site as hereinbefore specified. As far as practicable, all Contractors shall have equal rights to use all roads and grounds. In case of disagreement regarding such use, the decision of the Contracting Officer will be final.

1.11.3 Protection

1.11.3.1 Covering, Shields and Barricades

Contractor is responsible to provide such covering, shields and barricades as are required to protect the general public, equipment, stores, supplies, etc., from dust, debris, weather intrusion, water, moisture or other cause of damage resulting from construction.

1.11.3.2 Construction and Placement

Construction and placement of covering, shields and barricades, and choice of methods and materials will be at Contractor's option unless otherwise shown on the drawings.

1.11.4 Phasing and Sequence

In addition to the submittals required by Contract Clause SCHEDULE FOR CONSTRUCTION CONTRACTS, the Contractor shall submit for approval a summary work schedule setting forth schedule dates for initiation and completion of construction in each work area. No work shall be performed prior to approval of this schedule and all work shall be performed in strict adherence thereto. If departures from this schedule appear to be required or desired, the Contracting Officer shall be promptly notified and his approval will be required prior to implementation of said departure(s).

The schedule should address coordination with Santee Cooper, LM Water Agency, Town of Santee as necessary to obtain water for testing, flushing, sanitizing, blow-offs, tie-ins, etc. The schedule should include all required notices for coordination with the railroad, highway departments, etc., per the required permits.

1.11.5 Outages

Contractor's work requiring any scheduled facility shutdown will require 15 calendar days advance notice and will be subject to the approval of the Contracting Officer. See SECTION 01525, Paragraph 3.2

PRE-OUTAGE COORDINATION MEETING.

SECTION 01100 Page 9

1.11.5.1 Traffic Management Plans

Traffic Management Plan shall be as specified in SECTION 01500A TEMPORARY

CONSTRUCTION FACILITIES.

1.11.6 Continuity

All tools, labor and materials required to complete any item of work within a given work area or requiring an outage of any building utility or system, shall be available at the site prior to commencement thereof. Once work has commenced on an item of work, said work shall be continuously and diligently performed to completion and acceptance.

1.12 "AS-BUILT" DRAWINGS

Upon completion of items of work, the Contractor shall revise the shop drawings to show "as built" conditions. The notation "Revised to show "as built" conditions" shall be placed in red in the lower right corner of each drawing along with initials of a responsible company representative. Each as built shop drawing or catalog cut shall be identified by the Contract Number (W912HN-08-C-00XX) associated with the contract and corresponding transmittal number from ENG Form 4025 (See ATTACHMENTS.). "As built" shop drawings of each Contractor prepared construction drawing shall be prepared 10 days after the construction detailed on a given drawing has been completed. After the "as built" shop drawings have been prepared as described above and within 15 days after the item has been incorporated into the project, the Contractor shall submit one complete set of as built shop drawings, including catalog cuts, to the Contracting Officer. The Government reserves the right to withhold two percent of the total price of the item for which as built shop drawings have not been submitted.

1.12.1 "As-Built" Contract Drawings

The Contractor shall maintain a separate set of full size contract drawings, marked up in red, to indicate as built conditions. Each as-built contract drawing shall include the Contract Number (W912HN-08-C-00xx) associated with the contract. These drawings shall be maintained in a current condition at all times until completion of the work and shall be available for review by Government personnel at all times. All variations from the contract drawings, for whatever reason, including those occasioned by modification, optional materials, arid the required coordination between trades shall be indicated. These variations shall be shown in the same general detail utilized in the contract drawings. The Government reserves the right to withhold two percent of the total price of the items for which as built contract drawings have not been submitted. These notated prints shall be certified as to their correctness by signature of the Contractor and turned over to the Contracting Officer not later than 10 days after final acceptance of the work by the Government. Marked up prints shall be reviewed for approval by the Contracting officer and returned for corrections as necessary. Upon final approval, the government will furnish the original contract drawings to the Contractor. These drawings shall be CADD (AUTOCADD) electronic files of original contract drawings. The Contractor shall be responsible for transferring all changes noted on

SECTION 01100 Page 10 approved set of "As Built" Record Drawing prints to the original contract drawings. As built changes to the original contract drawings shall be made in CADD format to insure uniformity throughout. Drafting shall conform to "The A/E/C CADD Standard" that has been developed by The CADD/GIS Technology Center and is located at https://cadbim.usace.army.mil. The Contractor shall furnish the revised set of original drawings and three complete sets of prints of the revised originals to the Contracting officer within 90 days after receipt of the original drawings. The Contractor shall be responsible for any loss or damage to the original contract drawings until received by the Contracting Officer.

Actual location of all utility lines, type of materials actually installed, major sizes of line, etc. shall be shown. In order that the location of these lines and appurtenances may be determined in the event the surface opening or indicators become covered or obscured, the record drawings shall show, by offset dimensions to two permanently fixed surface features, both ends of each run and each change in direction. Valves, splice boxes, and similar appurtenances shall be located by dimensions along the utility run from a reference point. The average depth below the surface of each run shall also be recorded.

Any shop drawings which constitute: part of the design shall be included with the record drawings.

The manufacturer and model number of all major items of equipment shall be, shown on the record drawings.

1.13 HAUL ROUTES

Haul routes shall be as specified in SECTION 01500A TEMPORARY CONSTRUCTION

FACILITIES.

The Contractor will be required to use the haul routes shown on the plans unless otherwise permitted in writing by the Contracting Officer. When haul routes are not designated on the plans, the Contractor must obtain approval of the Contracting Officer of haul routes he intends to use. The Contractor shall maintain the haul routes and shall keep the dust problem under control by wetting the surface as needed. Sweeping and cleaning of pavements will be done as necessary to remove spillage resulting from the hauling operations. After all hauling has been completed, the Contractor shall restore the earth areas used for the haul routes to original condition by final grading, shaping, compacting, and grassing, and shall clean and sweep all paved areas as required. Any pavement damaged as a result of hauling operations under this contract shall be promptly repaired by the Contractor, as approved by the Contracting Officer. The cost of maintenance and repair of the haul routes as mentioned above, shall be considered as a subsidiary obligation of the Contractor. The axle load of earth hauling equipment operating on paved streets shall not exceed South Carolina State Highway Department load limits.

1.14 PAYMENT FOR MATERIALS STORED ON-SITE AND OFF-SITE

The estimates for progress payments on this project submitted by the Contractor for approval by the Contracting Officer (in accordance with sub

SECTION 01100 Page 11 paragraph (b) of Contract Clause PAYMENTS UNDER FIXED PRICE CONSTRUCTION CONTRACTS are authorized to take into consideration material delivered to the Contractor and stored on the site, or at locations other than the site, if the Contractor furnishes satisfactory evidence that (1) he has acquired title to such material; (2) that it will be utilized on the work covered by and meets the requirements of this contract; and (3) that the material is stored in a bonded warehouse within a 50 mile radius of the project site.

1.15 EXISTING UNDERGROUND UTILITIES

The Contractor is responsible for taking all appropriate measures to safeguard existing underground utilities. Only hand excavation is permitted within 2 feet vertical or horizontal of all known existing utilities.

1.16 LIST OF DRAWINGS

TITLE SHEET NO.

See Section 00102N for list of Drawings.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 FINAL AND CONDITIONAL ACCEPTANCE OF GRASSING

When upon completion of the final construction inspection, the work is found to comply fully with contract plans, specifications, change orders, and modifications, the Contracting Officer will take final acceptance, provided a satisfactory strand of grass has been obtained. If, due to the season, satisfactory life and growth of grass cannot be determined when all work is completed, the Contracting Officer shall give the Contractor written notice of conditional acceptance. This notice of conditional acceptance will relieve the Contractor of further construction or maintenance work until the next growing season, at which time he will be required to produce a living and satisfactory strand of grass and apply water and/or fertilizer as required by the Contracting Officer to produce a grass cover in full compliance with the intent of these specifications.

Should such delay in grassing become necessary, the time for such work shall be extended by change order. Such extension shall be for grassing work only and not affect any other portions of the work or completion dates thereof.

-- End of Section --

SECTION 01100 Page 12

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01110N

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.3 EXISTING WORK

1.4 LOCATION OF UNDERGROUND FACILITIES

1.4.1 Notification Prior to Excavation

1.5 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01110N Page 1

SECTION 01110N

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

U.S. DEPARTMENT OF DEFENSE (DOD)

FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The Holly Hill Reach Water Transmission Main contract consists of the furnishing, installing, and placing into successful operation approximately plus or minus 37,990 linear feet of 30-inch diameter water transmission mains from the Town of Santee to Wells Crossroads (intersection of US Hwy 15 & US Hwy 176). This contract includes all valves, appurtenances, roadway bores, horizontally directionally drilled pipe, testing, quality control, safety and all other related work. This contract will be the third reach of a regional water system for the Lake Marion Regional Water Agency and will be operated and maintained by Santee Cooper, South Carolina's electric and water utility.

1.2.2 Location

The work shall be located along roadways, private easements and power line rights-of-way between the Town of Santee, Orangeburg County, and the Town of Holly Hill, approximately as indicated. The exact location will be as indicated on the drawings and verified by Contractor's location survey.

1.3 EXISTING WORK

Contractor shall adhere to the requirements of FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements".

a. As required to complete the Contract, Contractor shall only remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Contractor shall repair or replace portions of existing work which

SECTION 01110N Page 2 have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.4 LOCATION OF UNDERGROUND FACILITIES

Contractor to obtain all required permits and notify Government. Scan the construction site with electromagnetic or sonic equipment, and mark the surface of the ground where existing underground utilities are discovered.

Verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed but indicated or discovered during scanning in locations to be traversed by piping,ducts, and other work to be installed. Verify elevations at each manhole or other structure at a minimum and adjust pipeline grade as necessary . Contractor shall contact Palmetto Utility Protection Service (PUPS) at 1-888-721-7877 at least 48 hours prior to digging.

1.4.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work. Contact PUPS at least 48 hours prior to excavating.

Contractor is responsible for marking all utilities not marked by PUPS.

1.5 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

All materials required by this contract are to be furnished by the Contractor and included in the lump sum price bid.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01110N Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01270A

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUBMITTALS

1.2 LUMP SUM PAYMENT ITEMS

1.2.1 Mobilization

1.2.1.1 Payment

1.2.1.2 Unit of Measure

1.2.2 Temporary Construction Facilities

1.2.2.1 Payment

1.2.2.2 Unit of Measure

1.2.3 Erosion Control

1.2.3.1 Payment

1.2.3.2 Unit of Measure

1.2.4 Clearing/Grubbing Permanent ROW

1.2.4.1 Payment

1.2.4.2 Unit of Measure

1.2.5 Boring and Jacking

1.2.5.1 Payment

1.2.5.2 Unit of Measure

1.2.6 Horizontal Directional Drilled Pipe

1.2.6.1 Payment

1.2.6.2 Unit of Measure

1.2.7 30-Inch Diameter and Smaller Pipe

1.2.7.1 Payment

1.2.7.2 Unit of Measure

1.2.8 Blow-offs

1.2.8.1 Payment

1.2.8.2 Unit of Measure

1.2.9 Air Release Valves/Manholes

1.2.9.1 Payment

1.2.9.2 Unit of Measure

1.2.10 Site Restoration/Seeding

1.2.10.1 Payment

1.2.10.2 Unit of Measure

1.2.11 Traffic Control

1.2.11.1 Payment

1.2.11.2 Unit of Measure

1.2.12 Demobilization/Project Closeout

1.2.12.1 Payment

1.2.12.2 Unit of Measure

1.2.13 Pavement Repair

SECTION 01270A Page 1

1.2.13.1 Payment

1.2.13.2 Unit of Measure

1.2.14 Disinfection Upstream

1.2.14.1 Payment

1.2.14.2 Unit of Measure

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01270A Page 2

SECTION 01270A

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals which do not have a "G" designation are for information only.

When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01330 SUBMITTAL PROCEDURES:

SCHEDULE OF WORK ITEMS/COSTS; G

1.2 LUMP SUM PAYMENT ITEMS

Payment items for the work of this contract for which contract lump sum payments will be made are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned are to be included in the lump sum price. The lump sum price and payment made for all work shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.2.1 Mobilization

1.2.1.1 Payment

Payment for lump sum item 0001AA will be made for the costs associated with mobilization to the project location. This item is for the costs incurred on this contract, including any local permits, licenses, fees, insurance, bonds, equipment mobilization to the project site, and temporary facilities required for start-up. The project sign costs shall be included in this payment item.

1.2.1.2 Unit of Measure

Unit of measure: lump sum.

1.2.2 Temporary Construction Facilities

1.2.2.1 Payment

Item 0001AB includes furnishing all materials, equipment and labor required to install and maintain the temporary construction facilities and associated supplies, as specified until final acceptance of the project by

SECTION 01270A Page 3 the Corps.

1.2.2.2 Unit of Measure

Unit of measure: lump sum.

1.2.3 Erosion Control

1.2.3.1 Payment

Item 0001AC includes furnishing all materials, equipment and labor required to install and maintain erosion control devices, as specified and as shown on the Drawings. This item shall also include, but is not limited to, the following:

a. All temporary construction barrier fencing

b. All storm water pollution prevention measures, as specified in the specification and on the drawings.

c. Furnishing and installing silt fence, rip rap check dams, control barriers, filter fabrics, geotextiles and sediment control fences, as specified.

1.2.3.2 Unit of Measure

Unit of measure: lump sum.

1.2.4 Clearing/Grubbing Permanent ROW

1.2.4.1 Payment

Item 0001AD includes furnishing all materials, equipment and labor required to clear, grub and dispose of all cleared debris on the permanent and/or temporary easement as indicated on the drawings.

1.2.4.2 Unit of Measure

Unit of measure: lump sum.

1.2.5 Boring and Jacking

1.2.5.1 Payment

Item 0001AE includes furnishing all materials, equipment and labor required for boring and jacking, as specified and between the stations indicated on the Drawings. This item shall also include bore pit, casing pipe, casing spacers, masonry walls, concrete cradles, brick bulkheads, and all other necessary appurtenances required to install the pipe between the bore and jack stations indicated on the drawings. All pipe material costs including transport, delivery, and storage shall be included in Item 0001AF 30-Inch Diameter Pipe.

SECTION 01270A Page 4

1.2.5.2 Unit of Measure

Unit of measure: lump sum.

1.2.6 Horizontal Directional Drilled Pipe

1.2.6.1 Payment

Item 0001AH includes furnishing all materials, equipment, and labor required to excavate, install and backfill 30" diameter pipe complete, as specified and as indicated on the contract drawings using horizontal directional drilling methods. This item shall also include:

a. Furnishing and installing all HDPE piping, fittings, bends, DIP to HDPE adapters and connections, stiffeners, drill fluids, and all other necessary appurtenances, temporary or permanent, to place pipe installed by HDD into successful operation.

b. Complying with all applicable OSHA regulations.

c. Restoration of drill pits to original grade.

d. Removal and disposal of all drill fluids.

e. Joining of HDPE pipe joints together by heated butt-fusion or electro-fusion.

f. Any additional HDD lengths of HDPE required to successfully install HDD pipe to the minimum radius and cover requirements indicated on the contract drawings.

g. Cutting/removal and disposal of HDPE pipe to allow for connections.

h. Any and all work other than erosion control to ensure drill fluid does not enter wetlands areas or leaves the site.

1.2.6.2 Unit of Measure

Unit of measure: lump sum.

1.2.7 30-Inch Diameter and Smaller Pipe

1.2.7.1 Payment

Item 0001AG includes furnishing all materials, equipment and labor required to excavate, install and backfill 30" diameter pipe complete, as specified and as shown on the drawings. This item shall also include:

a. Furnishing and installing all piping, line valves, valve markers, plugs, fittings, bends, reducers, tangential outlets, gradient control mats and other necessary appurtenances to place pipe complete.

b. Complying with all applicable OSHA regulations.

SECTION 01270A Page 5

c. Locating underground utilities and protecting existing utilities.

d. Installing temporary watertight plugs in the new line.

e. Furnishing, placing and compacting suitable backfill materials as required.

f. Stone bedding and all other fill materials.

g. Testing of water lines, as specified.

h. Testing of trench bottom, stockpiled materials and compaction as specified under earthwork.

i. Complying with regulations for construction within wetlands;

including stripping, storing and replacing topsoil, placing and removing temporary access roads, and anti-seepage collars.

j. Furnishing and installing polywrap, as specified and indicated on the drawings.

h. Furnishing portable valve operator as specified herein.

Note: At specified locations, if existing piping is present, Contractor shall connect to piping and all costs therto shall be included in this line item. If existing piping is not where shown, Contractor shall furnish restrained plug and mark with a wood post, to be included in this line item.

1.2.7.2 Unit of Measure

Unit of measure: lump sum.

1.2.8 Blow-offs

1.2.8.1 Payment

Item 0001AH includes furnishing all materials, equipment and labor required to install blow-offs as shown on drawings (See Detail Sheet D2). This item includes all piping, fittings, valves, rip up dissipater pad, and appurtenances at all locations indicated on Contract Drawings.

1.2.8.2 Unit of Measure

Unit of measure: lump sum.

1.2.9 Air Release Valves/Manholes

1.2.9.1 Payment

Item 0001AI includes furnishing all materials, equipment and labor required to install manhole as shown on typical manhole section (See Detail Sheet D3 of the drawings). This item also includes cone section, risers, frame and cover, steps, pipe connectors, air release valve and associated piping, SECTION 01270A Page 6 valve markers and other appurtenances as applicable.

1.2.9.2 Unit of Measure

Unit of measure: lump sum.

1.2.10 Site Restoration/Seeding

1.2.10.1 Payment

Item 0001AJ includes furnishing all materials, equipment and labor required to prepare the seed bed, fertilize, seed and mulch the disturbed areas, as specified. This item shall also include the following:

a. Restoring the site to a condition equal to or better than original condition.

b. Temporary patching of driveways, walkways, and roadways immediately following construction and maintaining same until final or permanent repairs can be made.

c. Installing concrete sidewalks and curbs and gutters, as specified.

d. Temporary seeding, fertilizing and mulching

e. Shrub replacement and relocation.

1.2.10.2 Unit of Measure

Unit of measure: lump sum.

1.2.11 Traffic Control

1.2.11.1 Payment

Item 0001AK includes furnishing all materials, equipment and labor required to install and maintain traffic control devices and procedures, as specified and as shown in the Drawings.

1.2.11.2 Unit of Measure

Unit of measure: lump sum.

1.2.12 Demobilization/Project Closeout

1.2.12.1 Payment

Item 0001AL includes furnishing all costs incurred by the Contractor for removing all equipment, excess materials, refuse and other items from the project site once the project has been accepted by the Corps of Engineers.

This item also includes furnishing of all operations and maintenance manuals, training and equipment startup.

SECTION 01270A Page 7

1.2.12.2 Unit of Measure

Unit of measure: lump sum.

1.2.13 Pavement Repair

1.2.13.1 Payment

Item 0001AM includes furnishing all materials, equipment and labor required to remove and replace with new bituminous pavement in all areas indicated on the Contract Drawings. This work includes saw cut of existing pavements (roads or driveways), removal of debris to subgrade, compaction of subgrade, replacement of unsuitable materials with flowable fill, and installation of new bituminous pavement.

1.2.13.2 Unit of Measure

Unit of measure: lump sum.

1.2.14 Disinfection Upstream

1.2.14.1 Payment

Item 0001AN includes furnishing all materials, equipment and labor required to disinfect approximately 10,000 linear feet of pipeline (36" and 30" diameter combined) upstream of the Holly Hill Reach, laboratory testing and reporting to SCDHEC, coordination and dechlorinating all in accordance with the latest SCDHEC regulations. Shall include all chemicals and temporary piping, sample ports on existing pipeline. Water shall be provided by Santee Cooper at minimum 1 ppm residual chlorine.

1.2.14.2 Unit of Measure

Unit of measure: lump sum

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01270A Page 8

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01312A

QUALITY CONTROL SYSTEM (QCS)

PART 1 GENERAL

1.1 REFERENCES

1.2 GENERAL

1.2.1 Correspondence and Electronic Communications

1.2.2 Other Factors

1.3 QCS SOFTWARE

1.4 SYSTEM REQUIREMENTS

1.5 RELATED INFORMATION

1.5.1 QCS User Guide

1.5.2 Contractor Quality Control(CQC) Training

1.6 CONTRACT DATABASE

1.7 DATABASE MAINTENANCE

1.7.1 Administration

1.7.1.1 Contractor Information

1.7.1.2 Subcontractor Information

1.7.1.3 Correspondence

1.7.1.4 Equipment

1.7.1.5 Management Reporting

1.7.2 Finances

1.7.2.1 Pay Activity Data

1.7.2.2 Payment Requests

1.7.3 Quality Control (QC)

1.7.3.1 Daily Contractor Quality Control (CQC) Reports.

1.7.3.2 Deficiency Tracking

1.7.3.3 Three-Phase Control Meetings

1.7.3.4 Accident/Safety Tracking

1.7.3.5 Features of Work

1.7.3.6 QC Requirements

1.7.4 Submittal Management

1.7.5 Schedule

1.7.6 Import/Export of Data

1.8 IMPLEMENTATION

1.9 DATA SUBMISSION VIA COMPUTER DISKETTE OR CD-ROM

1.9.1 File Medium

1.9.2 Disk or CD-ROM Labels

1.9.3 File Names

1.10 MONTHLY COORDINATION MEETING

1.11 NOTIFICATION OF NONCOMPLIANCE

PART 2 PRODUCTS (Not Applicable)

SECTION 01312A Page 1

PART 3 EXECUTION (Not Applicable)

SECTION 01312A Page 2

SECTION 01312A

QUALITY CONTROL SYSTEM (QCS)

PART 1 GENERAL

1.1 REFERENCES

FEDERAL ACQUISITION REGULATION (FAR)

FAR 52.232-1 Payments

FAR 52.236-15 Schedules for Construction Contracts

1.2 GENERAL

The Government will use the Resident Management System for Windows (RMS) to assist in its monitoring and administration of this contract. The Contractor shall use the Government-furnished Construction Contractor Module of RMS, referred to as QCS, to record, maintain, and submit various information throughout the contract period. The Contractor module, user manuals, updates and training information can be downloaded from the http://155.80.93.251/RMS website. This joint Government-Contractor use of RMS and QCS will facilitate electronic exchange of information and overall management of the contract. QCS provides the means for the Contractor to input, track, and electronically share information with the Government in the following areas:

Planning Administration Finances Quality Control Activities Submittal Monitoring Scheduling Import/Export of Data

1.2.1 Correspondence and Electronic Communications

For ease and speed of communications, both Government and Contractor will, to the maximum extent feasible, exchange correspondence and other documents in electronic format. Correspondence, pay requests and other documents comprising the official contract record shall also be provided in paper format, with signatures and dates where necessary. Paper documents will govern, in the event of discrepancy with the electronic version.

1.2.2 Other Factors

Particular attention is directed to Contract Clause, FAR 52.236-15, "Schedules for Construction Contracts"; Contract Clause, FAR 52.232-1, SECTION 01312A Page 3

"Payments"; Section 01320A, PROJECT SCHEDULE; Section 01330, SUBMITTAL PROCEDURES; and Section 01451A, CONTRACTOR QUALITY CONTROL, which have a direct relationship to the reporting to be accomplished through QCS. Also, there is no separate payment for establishing and maintaining the QCS database; all costs associated therewith shall be included in the contract pricing for the work.

1.3 QCS SOFTWARE

QCS is a Windows-based program that can be run on a stand-alone personal computer or on a network. The Government will make available the QCS software to the Contractor after award of the construction contract. Prior to the Pre-Construction Conference, the Contractor shall be responsible to download, install and use the latest version of the QCS software from the Government's RMS Internet Website.