WELLSCROSSROADRCH_Specs.pdf

WELLS CROSSROADS REACH COE

W912HP-12-R-0030 JULY 2012

LAKE MARION REGIONAL WATER AGENCY

WELLS CROSSROADS TO HOLLY HILL REACH,

WATER TRANSMISSION MAIN

TECHNICAL SPECIFICATIONS

SOLICITATION NO. W912HP-12-R-0030

JULY 2012

PREPARED BY:

HAZEN AND SAWYER, P.C.

CHARLOTTE, NC

U.S. ARMY CORPS OF ENGINEERS SANTEE COOPER

CHARLESTON DISTRICT MONCKS CORNER, SC

SECTION COVER Page 1

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

DOCUMENT 00 01 15

LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

1.2 CONTRACT DRAWINGS

1.3 SUPPLEMENTARY DRAWINGS

1.3.1 Subsurface Data

-- End of Section Table of Contents --

DOCUMENT 00 01 15 Page 1

DOCUMENT 00 01 15

LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause

"DFARS 252.236-7001, Contract Drawings, Maps 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

C1 4 MASTER METER SITE PLAN

M1 5 MASTER METER DETAILS

E1 6 MASTER METER ELECTRICAL SITE PLAN

E2 7 MASTER METER ELECTRICAL DETAILS

E3 8 MASTER METER GENERAL SCADA DETAILS

P01 9 STA 0+00 TO STA 13+00

P02 10 STA 13+00 TO STA 26+00

P03 11 STA 26+00 TO STA 39+00

P04 12 STA 39+00 TO STA 52+00

P05 13 STA 52+00 TO STA 65+00

P06 14 STA 65+00 TO STA 78+00

P07 15 STA 78+00 TO STA 91+00

P08 16 STA 91+00 TO STA 104+00

P09 17 STA 104+00 TO STA 117+00

P10 18 STA 117+00 TO STA 130+00

P11 19 STA 130+00 TO STA 143+00

P12 20 STA 143+00 TO STA 156+00

P13 21 STA 156+00 TO STA 169+00

P14 22 STA 169+00 TO STA 182+00

P15 23 STA 182+00 TO STA 195+00

P16 24 STA 195+00 TO STA 208+00

P17 25 STA 208+00 TO STA 221+00

P18 26 STA 221+00 TO STA 234+00

P19 27 STA 234+00 TO STA 247+00

P20 28 STA 247+00 TO STA 260+00

P21 29 STA 260+00 TO STA 273+00

P22 30 STA 273+00 TO STA 286+00

P23 31 STA 286+00 TO STA 299+00

P24 32 STA 299+00 TO STA 312+50

P25 33 STA 312+50 TO STA 324+87+\-

P26 34 STA 00+00 TO STA 13+00

P27 35 STA 13+00 TO STA 26+00

DOCUMENT 00 01 15 Page 2

DRAWING SHEET TITLE

NO. NO.

P28 36 STA 26+00 TO STA 39+00

P29 37 STA 39+00 TO STA 52+00

P30 38 STA 52+00 TO 63+59+\-

D1 39 MISCELLANEOUS DETAILS

D2 40 MISCELLANEOUS DETAILS

D3 41 MISCELLANEOUS DETAILS

D4 42 MISCELLANEOUS DETAILS

D5 43 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 00 01 15 Page 3

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

DOCUMENT 00 41 00

BID SCHEDULES

PART 1 GENERAL

1.1 BASIS OF BIDS

1.1.1 Unit Price Schedule

DOCUMENT 00 41 00 Page 1

DOCUMENT 00 41 00

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 unit prices required for specifically selected work. A schedule of the unit price work 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 1AM), complete in accordance with the drawings and specifications.

Item Description Estimated Quantity

Unit Amount

0001 All work complete in accordance with the drawings and specifications.

1 LS $[_____]

0001AA Mobilization 1 LS $[_____]

0001AB Temporary Construction Facilities

1 LS $[_____]

0001AC Erosion Control 1 LS $[_____]

0001AD Clearing/Grubbing Easements

1 LS $[_____]

0001AE Boring and Jacking 1 LS $[_____]

0001AF Horizontal Directional Drilled Pipe

1 LS $[_____]

0001AG 24" Diameter Pipe 1 LS $[_____]

0001AH 10"/12" Diameter Pipe 1 LS $[_____]

0001AI Blow-Offs/Hydrants 1 LS $[_____]

DOCUMENT 00 41 00 Page 2

Unit Prices Form

0001AJ Air Release Valves/Manholes

1 LS $[_____]

0001AK Site Restoration/Seeding 1 LS $[_____]

0001AL Traffic Control 1 LS $[_____]

0001AM Demobilization 1 LS $[_____]

0001AN Pavement Repair 1 LS $[_____]

0000AO Underground Packaged - Meter Station

1 LS $[_____]

0000AP Associated Sitework Underground Packaged Meter Station

1 LS $[_____]

0000AQ Disinfection of Adjacent Pipeline

1 LS $[_____]

-- End of Document --

DOCUMENT 00 41 00 Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

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

1.5 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 11 00 Page 1

SECTION 01 11 00

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 within 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 Wells Crossroads to Holly Hill Reach Water Transmission Main contract consists of the furnishing, installing and placing into successful operation approximately 32,500 LF of 24-inch diameter, approximately 6,000

LF of 12-inch diameter and approximately 800 LF of 10-inch diameter and smaller water transmission mains from the vicinity of Wells Crossroads

(intersection of US Highway 15 and US Highway 176) to Highway 453 - Gardner

Boulevard and from Boyer Road to Highway 176 in Holly Hill, including a master meter station and all associated work. 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 a portion of the Lake Marion Regional Water System and will be owned, operated and maintained by Santee Cooper, South Carolina's electric and water utility. The Contractor will be responsible for coordinating work with local utility owners, property owners, Lake Marion

Water Treatment Plant personnel, and the Town of Holly Hill water personnel.

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 have been altered during construction operations to match existing

SECTION 01 11 00 Page 2 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 or 811 at least 48 hours prior to digging.

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.

-- End of Section --

SECTION 01 11 00 Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 10

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 Easements

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 24-Inch Diameter Pipe

1.2.7.1 Payment

1.2.7.2 Unit of Measure

1.2.8 10"/12" Diameter Pipe

1.2.8.1 Unit of Measure

1.2.9 Blow-offs/Hydrants

1.2.9.1 Payment

1.2.9.2 Unit of Measure

1.2.10 Air Release Valves/Manholes

1.2.10.1 Payment

1.2.10.2 Unit of Measure

1.2.11 Site Restoration/Seeding

1.2.11.1 Payment

1.2.11.2 Unit of Measure

1.2.12 Traffic Control

1.2.12.1 Payment

1.2.12.2 Unit of Measure

1.2.13 Demobilization/Project Closeout

1.2.13.1 Payment

1.2.13.2 Unit of Measure

1.2.14 Pavement Repair

1.2.14.1 Payment

1.2.14.2 Unit of Measure

1.2.15 Underground Packaged Master Meter Station

SECTION 01 22 00.00 10 Page 1

1.2.15.1 Payment

1.2.15.2 Unit of Measure

1.2.16 Underground Packaged Master Meter Station - Site Work

1.2.16.1 Payment

1.2.16.2 Unit of Measure

1.2.17 Disinfection of Adjacent Pipeline

1.2.17.1 Unit of Measure

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 22 00.00 10 Page 2

SECTION 01 22 00.00 10

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 01 33 00 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 the Corps.

1.2.2.2 Unit of Measure

Unit of measure: lump sum.

SECTION 01 22 00.00 10 Page 3

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 Easements

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 temporary easements.

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 0001AG 24"

Diameter Pipe and 0001AH 10"/12" Diameter Pipe.

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

SECTION 01 22 00.00 10 Page 4 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 24-Inch Diameter Pipe

1.2.7.1 Payment

Item 0001AG includes furnishing all materials, equipment and labor required to excavate, install and backfill 24" 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.

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;

SECTION 01 22 00.00 10 Page 5 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.

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 10"/12" Diameter Pipe

Item 0001AH includes furnishing all materials, equipment and labor required to excavate, install and backfill 10"/12" diameter and smaller 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.

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.

k. Connecting water lines to Town of Holly Hill water lines and all associated work required to place water line connection into successful operation.

l. Installation by Horizontal Directional Drill or Jack and Bore methods.

Note: At specified locations, if existing piping is present, Contractor shall connect to piping and all costs thereto 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.

SECTION 01 22 00.00 10 Page 6

1.2.8.1 Unit of Measure

Unit of Measure: lump sum.

1.2.9 Blow-offs/Hydrants

1.2.9.1 Payment

Item 0001AJ includes furnishing all materials, equipment and labor required to install blow-offs and hydrants 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.

1.2.9.2 Unit of Measure

Unit of measure: lump sum.

1.2.10 Air Release Valves/Manholes

1.2.10.1 Payment

Item 0001AJ 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, valve markers and other appurtenances as applicable.

1.2.10.2 Unit of Measure

Unit of measure: lump sum.

1.2.11 Site Restoration/Seeding

1.2.11.1 Payment

Item 0001AK 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.

1.2.11.2 Unit of Measure

Unit of measure: lump sum.

SECTION 01 22 00.00 10 Page 7

1.2.12 Traffic Control

1.2.12.1 Payment

Item 0001AL 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.

1.2.12.2 Unit of Measure

Unit of measure: lump sum.

1.2.13 Demobilization/Project Closeout

1.2.13.1 Payment

Item 0001AM 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.

1.2.13.2 Unit of Measure

Unit of measure: lump sum.

1.2.14 Pavement Repair

1.2.14.1 Payment

Item 0001AN 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.

1.2.14.2 Unit of Measure

Unit of measure: lump sum.

1.2.15 Underground Packaged Master Meter Station

1.2.15.1 Payment

Item 0001AO includes furnishing all materials, equipment and labor required to excavate for, backfill for and install meter station and appurtenances as indicated on the Drawings.

1.2.15.2 Unit of Measure

Unit of measure: lump sum.

1.2.16 Underground Packaged Master Meter Station - Site Work

1.2.16.1 Payment

Item 0001AO includes furnishing all materials, equipment and labor required to excavate for, backfill for and install all site work associated with

SECTION 01 22 00.00 10 Page 8 meter station and appurtenances as indicated on the Drawings.

1.2.16.2 Unit of Measure

Unit of measure: lump sum.

1.2.17 Disinfection of Adjacent Pipeline

Item 0001AP includes furnishing all materials, equipment and labor required to flush and disinfect approximately 39,000 linear feet of 30-inch pipeline adjacent to the Wells Crossroads Reach (known as 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.

Shall also include reimbursing the LMRWA for the cost of all water required at a rate of $1.00 per 1000 gallons as metered by Santee Cooper.

1.2.17.1 Unit of Measure

Unit of measure: lump sum.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 22 00.00 10 Page 9

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 SUBMITTALS

1.2 MINIMUM INSURANCE REQUIREMENTS

1.3 CONTRACTOR SPECIAL REQUIREMENTS

1.3.1 Asbestos Containing Material

1.4 SUPERVISION

1.5 PRECONSTRUCTION CONFERENCE

1.6 ELECTRONIC MAIL (E-MAIL) ADDRESS

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

1.2 MINIMUM INSURANCE REQUIREMENTS

Procure and maintain during the entire period of performance under this contract the following minimum insurance coverage:

a. Comprehensive general liability: $500,000 per occurrence

b. Automobile liability: $200,000 per person, $500,000 per occurrence for bodily injury, $20,000 per occurrence for property damage

c. Workmen's compensation as required by Federal and State workers' compensation and occupational disease laws.

d. Employer's liability coverage of $100,000, except in States where workers compensation may not be written by private carriers,

e. Others as required by State law.

1.3 CONTRACTOR SPECIAL REQUIREMENTS

1.3.1 Asbestos Containing Material

All contract requirements of Section 02 82 16.00 20, "Engineering Control of Asbestos Containing Materials" assigned to the Private Qualified Person (PQP) shall be accomplished directly by a first tier subcontractor.

1.4 SUPERVISION

Have at least one qualified supervisor capable of reading, writing, and conversing fluently in the English language on the job site during working hours. In addition, if a Quality Control (QC) representative is required on the contract, then that individual shall also have fluent English communication skills.

1.5 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and

SECTION 01 30 00 Page 2 safety program, preparation of the schedule prices, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expectations of the "Interim DD Form 1354" Submittal. Major subcontractors who will engage in the work shall also attend.

1.6 ELECTRONIC MAIL (E-MAIL) ADDRESS

The Contractor shall establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments in Microsoft, Adobe Acrobat, and other similar formats. Within 10 days after contract award, the Contractor shall provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes, terrorist threats, etc. Multiple email address will not allowed.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). The Contractor shall promptly notify the Contracting Officer, in writing, of any changes to this email address.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 30 00 Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01.00 10

PROJECT SCHEDULE

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 QUALITY ASSURANCE

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.1.1 Approved Project Schedule

3.1.2 Schedule Status Reports

3.1.3 Default Terms

3.2 BASIS FOR PAYMENT AND COST LOADING

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Critical Path Method

3.3.2 Level of Detail Required

3.3.2.1 Activity Durations

3.3.2.2 Design and Permit Activities

3.3.2.3 Procurement Activities

3.3.2.4 Mandatory Tasks

3.3.2.5 Government Activities

3.3.2.6 Activity Responsibility Coding (RESP)

3.3.2.7 Activity Work Area Coding

3.3.2.8 Contract Changes/Requests for Equitable Adjustment (REA)

Coding (MODF)

3.3.2.9 Contract Line Item (CLIN) Coding (BIDI)

3.3.2.10 Phase of Work Coding (PHAS)

3.3.2.11 Category of Work Coding (CATW)

3.3.2.12 Definable Features of Work Coding (FOW1, FOW2, FOW3)

3.3.3 Scheduled Project Completion and Activity Calendars

3.3.3.1 Project Start Date

3.3.3.2 Schedule Constraints and Open Ended Logic

3.3.3.3 Early Project Completion

3.3.4 Interim Completion Dates

3.3.4.1 Start Phase

3.3.4.2 End Phase

3.3.4.3 Phase "X" Hammock

3.3.5 Default Progress Data Disallowed

3.3.6 Out-of-Sequence Progress

3.3.7 Negative Lags and Start to Finish Relationships

3.3.8 Calculation Mode

3.3.9 Milestones

3.4 PROJECT SCHEDULE SUBMISSIONS

SECTION 01 32 01.00 10 Page 1

3.4.1 Preliminary Project Schedule Submission

3.4.2 Initial Project Schedule Submission

3.4.3 Design Package Schedule Submission

3.4.4 Periodic Schedule Updates

3.4.5 Standard Activity Coding Dictionary

3.5 SUBMISSION REQUIREMENTS

3.5.1 Data CD's

3.5.2 Narrative Report

3.5.3 Approved Changes Verification

3.5.4 Schedule Reports

3.5.4.1 Activity Report

3.5.4.2 Logic Report

3.5.4.3 Total Float Report

3.5.4.4 Earnings Report by CLIN

3.5.5 Network Diagram

3.5.5.1 Continuous Flow

3.5.5.2 Project Milestone Dates

3.5.5.3 Critical Path

3.5.5.4 Banding

3.5.5.5 S-Curves

3.6 PERIODIC SCHEDULE UPDATE MEETINGS

3.6.1 Update Submission Following Progress Meeting

3.6.2 Status of Activities

3.6.2.1 Start and Finish Dates

3.6.2.2 Remaining Duration

3.6.2.3 Percent Complete

3.6.2.4 Logic Changes

3.6.2.5 Other Changes

3.7 REQUESTS FOR TIME EXTENSIONS

3.7.1 Justification of Delay

3.7.2 Submission Requirements

3.7.3 Additional Submission Requirements

3.8 DIRECTED CHANGES

3.9 WEEKLY PROGRESS MEETINGS

3.10 OWNERSHIP OF FLOAT

3.11 TRANSFER OF SCHEDULE DATA INTO RMS/QCS

SECTION 01 32 01.00 10 Page 2

SECTION 01 32 01.00 10

PROJECT SCHEDULE

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 within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

ECB 2005-10 (2005) Scheduling Requirements for Testing of Mechanical Systems in Construction

Contracts

ER 1-1-11 (1995) Administration -- Progress, Schedules, and Network Analysis Systems

1.2 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

Project Schedule; G

1.3 QUALITY ASSURANCE

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating (activity status) and preparation of reports. The authorized representative shall have previously developed, created, and maintained at least 2 electronic schedules for projects similar in nature [and complexity ]to this project and shall be experienced in the use of the scheduling software that meets the requirements of this specification.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to the Contract Clause, SCHEDULE FOR CONSTRUCTION CONTRACTS. Show in the schedule the sequence in which the Contractor proposes to perform the work and dates on which the Contractor contemplates starting and completing all

SECTION 01 32 01.00 10 Page 3 schedule activities. The scheduling of the entire project, including the design and construction sequences, is required. The scheduling of constructiondesign and construction is the responsibility of the

Contractor. Contractor management personnel shall actively participate in its development. Subcontractors and suppliersDesigners, Subcontractors and suppliers working on the project shall also contribute in developing and maintaining an accurate Project Schedule. Provide a schedule that is a forward planning as well as a project monitoring tool.

3.1.1 Approved Project Schedule

Use the approved Project Schedule to measure the progress of the work and to aid in evaluating time extensions. Make the schedule cost loaded and activity coded. The schedule will provide the basis for all progress payments. If the Contractor fails to submit any schedule within the time prescribed, the Contracting Officer may withhold approval of progress payments until the Contractor submits the required schedule.

3.1.2 Schedule Status Reports

Provide a Schedule Status Report on at least a monthly basis. If, in the opinion of the Contracting Officer, the Contractor falls behind the approved schedule, take steps necessary to improve its progress including those that may be required by the Contracting Officer, without additional cost to the Government. In this circumstance, the Contracting Officer may require the Contractor to increase the number of shifts, overtime operations, days of work, and/or the amount of construction plant, and to submit for approval any supplementary schedule or schedules as the

Contracting Officer deems necessary to demonstrate how the approved rate of progress will be regained.

3.1.3 Default Terms

Failure of the Contractor to comply with the requirements of the

Contracting Officer shall be grounds for a determination, by the

Contracting Officer, that the Contractor is not prosecuting the work with sufficient diligence to ensure completion within the time specified in the contract. Upon making this determination, the Contracting Officer may terminate the Contractor's right to proceed with the work, or any separable part of it, in accordance with the default terms of the contract.

3.2 BASIS FOR PAYMENT AND COST LOADING

Use the schedule as the basis for determining contract earnings during each update period and therefore the amount of each progress payment. Lack of an approved schedule update, or qualified scheduling personnel, will result in the inability of the Contracting Officer to evaluate contract earned value for the purposes of payment. Failure of the Contractor to provide all required information will result in the disapproval of the preliminary, initial and subsequent schedule updates. In the event schedule revisions are directed by the Contracting Officer and those revisions have not been included in subsequent revisions or updates, the Contracting Officer may hold retainage up to the maximum allowed by contract, each payment period, until such revisions to the Project Schedule have been made. Activity cost loading shall be reasonable, as determined by the Contracting Officer. The aggregate value of all activities coded to a contract CLIN shall equal the value of the CLIN on the Schedule.

SECTION 01 32 01.00 10 Page 4

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

The computer software system utilized to produce and update the Project

Schedule shall be capable of meeting all requirements of this specification. Failure of the Contractor to meet the requirements of this specification will result in the disapproval of the schedule.

3.3.1 Critical Path Method

Use the Critical Path Method (CPM) of network calculation to generate the

Project Schedule. Prepare the Project Schedule using the Precedence

Diagram Method (PDM).

3.3.2 Level of Detail Required

Develop the Project Schedule to an appropriate level of detail. Failure to develop the Project Schedule to an appropriate level of detail, as determined by the Contracting Officer, will result in its disapproval. The

Contracting Officer will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:

3.3.2.1 Activity Durations

Reasonable activity durations are those that allow the progress of ongoing activities to be accurately determined between update periods. Less than 2 percent of all non-procurement activities shall have Original Durations

(OD) greater than 20 work days or 30 calendar days. Procurement activities are defined herein.

3.3.2.2 Design and Permit Activities

Include design and permit activities with the necessary conferences and follow-up actions and design package submission dates. Include the design schedule in the project schedule, showing the sequence of events involved in carrying out the project design tasks within the specific contract period. This shall be at a detailed level of scheduling sufficient to identify all major design tasks, including those that control the flow of work. The schedule shall include review and correction periods associated with each item.

3.3.2.3 Procurement Activities

The schedule must include activities associated with the submittal, approval, procurement, fabrication and delivery of long lead materials, equipment, fabricated assemblies and supplies. Long lead procurement activities are those with an anticipated procurement sequence of over 90 calendar days. A typical procurement sequence includes the string of activities: submit, approve, procure, fabricate, and deliver.

3.3.2.4 Mandatory Tasks

The following tasks must be included and properly scheduled:

a. Submission, review and acceptance of design packages.

b. Submission of mechanical/electrical/information systems layout drawings.

c. Submission and approval of O & M manuals.

SECTION 01 32 01.00 10 Page 5

d. Submission and approval of as-built drawings.

e. Submission and approval of 1354 data and installed equipment lists.

f. Submission and approval of testing and air balance (TAB).

g. Submission of TAB specialist design review report.

h. Submission and approval of fire protection specialist.

i. Submission and approval of testing and balancing of HVAC plus commissioning plans and data. Develop the schedule logic associated with testing and commissioning of mechanical systems to a level of detail consistent with ECB 2005-10.

j. Air and water balancing.

k. HVAC commissioning.

l. Controls testing plan submission.

m. Controls testing.

n. Performance Verification testing.

o. Other systems testing, if required.

p. Contractor's pre-final inspection.

q. Correction of punchlist from Contractor's pre-final inspection.

r. Government's pre-final inspection.

s. Correction of punch list from Government's pre-final inspection.

t. Final inspection.

3.3.2.5 Government Activities

Show Government and other agency activities that could impact progress.

These activities include, but are not limited to: approvals,approvals, design reviews, environmental permit approvals by State regulators, inspections, utility tie-in, Government Furnished Equipment (GFE) and

Notice to Proceed (NTP) for phasing requirements.

3.3.2.6 Activity Responsibility Coding (RESP)

Assign responsibility Code for all activities to the Prime Contractor, Subcontractor or Government agency responsible for performing the activity. Activities coded with a Government Responsibility code include, but are not limited to: Government approvals, Government design reviews, environmental permit approvals by State regulators, Government Furnished

Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements. Code all activities not coded with a Government Responsibility Code to the Prime

Contractor or Subcontractor responsible to perform the work. Activities shall not have more than one Responsibility Code. Examples of acceptable activity code values are: DOR (for the designer of record); ELEC (for the electrical subcontractor); MECH (for the mechanical subcontractor); and

GOVT (for USACE). Unacceptable code values are abbreviations of the names

SECTION 01 32 01.00 10 Page 6 of subcontractors.

3.3.2.7 Activity Work Area Coding

Assign Work Area code to activities based upon the work area in which the activity occurs. Define work areas based on resource constraints or space constraints that would preclude a resource, such as a particular trade or craft work crew, from working in more than one work area at a time due to restraints on resources or space. Examples of Work Area Coding include different areas within a floor of a building, different floors within a building, and different buildings within a complex of buildings.

Activities shall not have more than one Work Area Code. Not all activities are required to be Work Area coded. A lack of Work Area coding will indicate the activity is not resource or space constrained.

3.3.2.8 Contract Changes/Requests for Equitable Adjustment (REA) Coding

(MODF)

Assign Activity code to any activity or sequence of activities added to the schedule as a result of a Contract Modification, when approved by the

Contracting Officer, with a Contract Changes/REA Code. Key all Code values to the Government's modification numbering system. Any activity or sequence of activities added to the schedule as a result of alleged constructive changes made by the Government may be added to a copy of the current schedule, subject to the approval of the Contracting Officer.

Assign Activity codes for these activities with a Contract Changes/REA

Code. Key the code values to the Contractor's numbering system. Approval to add these activities does not necessarily mean the Government accepts responsibility and, therefore, liability for such activities and any associated impacts to the schedule, but rather the Government recognizes such activities are appropriately added to the schedule for the purposes of maintaining a realistic and meaningful schedule. Such activities shall not be Responsibility Coded to the Government unless approved. An activity shall not have more than one Contract Changes/REA Code.

3.3.2.9 Contract Line Item (CLIN) Coding (BIDI)

Code all activities to the CLIN on the Contract Line Item Schedule to which the activity belongs. An activity shall not contain more than one CLIN

Item Code. CLIN Item code all activities, even when an activity is not cost loaded.

3.3.2.10 Phase of Work Coding (PHAS)

Assign Phase of Work Code to all activities based upon the phase of work in which the activity occurs. Code activities to either a Design Phase or a

Construction Phasea Construction Phase. Code fast track design and constructionconstruction phases proposed by the Contractor to allow filtering and organizing the schedule by fast track design and construction packages. If the contract specifies construction phasing with separately defined performance periods, identify a Construction Phase Code to allow filtering and organizing the schedule accordingly. Each activity shall be identified with a single project phase and have only one Phase of Work code.

3.3.2.11 Category of Work Coding (CATW)

Assign Category of Work Code to all Activities based upon the category of work to which the activity belongs. Category of Work Code must include, but is not limited to: design, design submittal, design reviews, review

SECTION 01 32 01.00 10 Page 7 conferences, permits, construction submittals,construction submittal approvals, Acceptance, Procurement, Fabrication, Delivery, Weather

Sensitive Installation, Non-Weather Sensitive Installation, Start-Up, Test and Turnover. Assign a Category of Work Code to each activity. Each activity shall have only one Category of Work Code.

3.3.2.12 Definable Features of Work Coding (FOW1, FOW2, FOW3)

Assign a Definable Feature of Work Code to appropriate activities based on the definable feature of work to which the activity belongs. Definable

Feature of Work is defined in Specification Section 01 45 00.00 10 QUALITY

CONTROL. An activity shall not have more than one Definable Feature of

Work Code. Not all activities are required to be Definable Feature of Work

Coded.

3.3.3 Scheduled Project Completion and Activity Calendars

The schedule interval shall extend from NTP date to the required contract completion date. The contract completion activity (End Project) shall finish based on the required contract duration in the accepted contract proposal, as adjusted for any approved contract time extensions. The first scheduled work period shall be the day after NTP is received by the

Contractor. Schedule activities on a calendar to which the activity logically belongs. Activities may be assigned to a 7 day calendar when the contract assigns calendar day durations for the activity such as a

Government Acceptance activity. If the Contractor intends to perform physical work less than seven days per week, schedule the associated activities on a calendar with non-work periods identified including weekends and holidays. Assign the Category of Work Code - Weather

Sensitive Installation to those activities that are weather sensitive.

Original durations must account for anticipated normal adverse weather.

The Government will interpret all work periods not identified as non-work periods on each calendar as meaning the Contractor intends to perform work during those periods.

3.3.3.1 Project Start Date

The schedule shall start no earlier than the date on which the NTP was acknowledged. Include as the first activity in the project schedule an activity called "Start Project"( or NTP). The "Start Project" activity shall have an "ES" constraint date equal to the date that the NTP was acknowledged, and a zero day duration.

3.3.3.2 Schedule Constraints and Open Ended Logic

Constrain completion of the last activity in the schedule by the contract completion date. Schedule calculations shall result in a negative float when the calculated early finish date of the last activity is later than the contract completion date. Include as the last activity in the project schedule an activity called "End Project". The "End Project" activity shall have an "LF" constraint date equal to the contract completion date for the project, and with a zero day duration or by using the "project must finish by" date in the scheduling software. The schedule shall have no constrained dates other than those specified in the contract. The use of artificial float constraints such as "zero fee float" or "zero total float" are typically prohibited. There shall only be 2 open ended activities:

Start Project (or NTP) with no predecessor logic and End Project with no successor logic.

SECTION 01 32 01.00 10 Page 8

3.3.3.3 Early Project Completion

In the event the Preliminary or Initial project schedule calculates an early completion date of the last activity prior to the contract completion date, identify those activities that it intends to accelerate and/or those activities that are scheduled in parallel to support the Contractor's

"early" completion. The last activity shall have a late finish constraint equal to the contract completion date and the schedule will calculate positive float. The Government will not approve an early completion schedule with zero float on the longest path. The Government is under no obligation to accelerate activities for which it is responsible to support a proposed early contract completion.

3.3.4 Interim Completion Dates

Constrain contractually specified interim completion dates to show negative float when the calculated early finish date of the last activity in that phase is later than the specified interim completion date.

3.3.4.1 Start Phase

Include as the first activity for a project phase an activity called "Start

Phase X" where "X" refers to the phase of work. The "Start Phase X" activity shall have an "ES" constraint date equal to the date on which the

NTP was acknowledged, and a zero day duration.

3.3.4.2 End Phase

Include as the last activity for a project phase an activity called "End

Phase X" where "X" refers to the phase of work. The "End Phase X" activity shall have an "LF" constraint date equal to the specified completion date for that phase and a zero day duration.

3.3.4.3 Phase "X" Hammock

Include a hammock type activity for each project phase called "Phase X" where "X" refers to the phase of work. The "Phase X" hammock activity shall be logically tied to the earliest and latest activities in the phase.

3.3.5 Default Progress Data Disallowed

Do not automatically update Actual Start and Finish dates with default mechanisms that may be included in the scheduling software. Activity

Actual Start (AS) and Actual Finish (AF) dates assigned during the updating process shall match those dates provided from Contractor Quality Control

Reports. Failure of the Contractor to document the AS and AF dates on the

Daily Quality Control report for every in-progress or completed activity, and failure to ensure that the data contained on the Daily Quality Control reports is the sole basis for schedule updating shall result in the disapproval of the Contractor's updated schedule and the inability of the

Contracting Officer to evaluate Contractor progress for payment purposes.

Updating of the percent complete and the remaining duration of any activity shall be independent functions. Disable program features which calculate one of these parameters from the other.

3.3.6 Out-of-Sequence Progress

Activities that have progressed before all preceding logic has been satisfied (Out-of-Sequence Progress) will be allowed only on a case-by-case

SECTION 01 32 01.00 10 Page 9 basis subject to approval by the Contracting Officer. Propose logic corrections to eliminate all out of sequence progress or justify not changing the sequencing for approval prior to submitting an updated project schedule. Correct out of sequence progress that continues for more than two update cycles by logic revision, as approved by the Contracting Officer.

3.3.7 Negative Lags and Start to Finish Relationships

Lag durations contained in the project schedule shall not have a negative value. Do not use Start to Finish (SF) relationships.

3.3.8 Calculation Mode

Schedule calculations shall retain the logic between predecessors and successors even when the successor activity starts and the predecessor activity has not finished. Software features that in effect sever the tie between predecessor and successor activities when the successor has started and the predecessor logic is not satisfied ("progress override") will not be allowed.

3.3.9 Milestones

The schedule must include milestone activities for each significant project event including but not limited to: milestone activities for each fast track design package released for construction; design complete;

foundation/substructure construction complete; superstructure construction complete; building dry-in or enclosure complete to allow the initiation of finish activities; permanent power complete; and building systems commissioning complete.

3.4 PROJECT SCHEDULE SUBMISSIONS

Provide the submissions as described below. The data CD, reports, and network diagrams required for each submission are contained in paragraph

SUBMISSION REQUIREMENTS.

3.4.1 Preliminary Project Schedule Submission

Submit the Preliminary Project Schedule, defining the Contractor's planned operations for the first 90 calendar days for approval within 15 calendar days after the NTP is acknowledged. The approved Preliminary Project

Schedule will be used for payment purposes not to exceed 90 calendar days after NTP. Completely cost load the Preliminary Project Schedule to balance the contract award CLINS shown on the Price Schedule. Detail it for the first 90 calendar days. It may be summary in nature for the remaining performance period. It must be early start and late finish constrained and logically tied as previously specified. The Preliminary

Project Schedule forms the basis for the Initial Project Schedule specified herein and must include all of the required Plan and Program preparations, submissions and approvals identified in the contract (for example, Quality

Control Plan, Safety Plan, and Environmental Protection Plan) as well as design activities, the planned submissions of all early design packages, permitting activities, design review conference activities and other non-construction activities intended to occur within the first 90 calendar days. Schedule any construction activities planned for the first 90 calendar days after NTP.