SF 30 Amendment 002.pdf

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Recovery, CT VI-0A30(035) C3 - Contract 3, located on St. Thomas Island, USVI
Solicitation number
DTFH71-09-B-00022
Issued by

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Bid Opening remains 08/11/09 at 10 00 am EST.

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SF 30 Amend 001.pdf PDF
ADV_Bidder's Qualifications Form.doc DOC document
FP03_Eng .pdf PDF
FP03 Errata.pdf PDF
Geotechnical Report.pdf PDF
Plans.pdf PDF
IFB Solicitation.pdf PDF
ARRA Sign Pictographs.pdf PDF

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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

2. AMENDMENT/MODIFICAITON NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicble)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICIATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 11)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a)By completing items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment your desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPIRATION DATA (If required)

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable debbie debbie pschaad Line

Amendment No. 0001

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Amendment No. 0001 Project CT VI-0A30(035) Contract 3

Long Bay Road (Route 30) Improvements Solicitation: DTFH71-09-B-00022

The purpose of this Amendment is to:

1) Add Virgin Islands Water and Power Authority (WAPA) Supplemental Installation Specifications.

2) Revise the Plans to replace several plan sheets to modify typical section and sidewalk details.

3) Provide Pre-Bid and Site Visit Meeting Minutes and summary of responses to questions/clarifications asked by potential bidders.

4) Provide Pre-Bid Meeting sign-in sheet.

Special Contract Requirement changes

1. Add WAPA Supplemental Installation Specifications to the end of the Special Contract

Requirements, page J-55.

Plan Sheet changes

1. Delete Plan Sheets B1, B2, and S29, and substitute amended Plan Sheets B1, B2, and S29.

a) Plan Sheets B1 and B2 to add prime coat application on the aggregate base course.

b) Plan Sheet S29 to add welded wire fabric to the sidewalk.

Amendment 1.pdf
WAPA Supplemental Installation Specifications.pdf
Project VI–0A30(035) C3
LONG BAY ROAD UTILITY PLANS
1. Definitions. Wherever the words defined in this section or pronouns used in their stead occur in the Contract Documents, they shall have the meanings herein given.
2. Abbreviations. Where any of the following abbreviations are used in the Contract Documents, they shall have the meaning set forth opposite each.
3. Handling And Distribution. The Contractor shall handle, haul, and distribute all materials and all surplus materials from the different portions of the work, as necessary or required; shall provide suitable and adequate storage space for materials and equipment during the progress of the Work, and be responsible for the protection, loss of or damage to materials and equipment furnished by him, until the final completion and acceptance of the Work.
6. Occupying Private Land. The Contractor shall not (except after written consent from the proper parties) enter or occupy with men, tools, materials, or equipment, the land outside the rights-of-way or property of the Owner. A copy of the written consent shall be given to the Engineer.
7. Interference With and Protection of Streets. The Contractor shall not close or obstruct any portion of a street, road, or private way without obtaining permits therefore from the proper authorities. If any street, road or private way shall be rendered unsafe by the contractor's operations, he shall make such repairs or provide such temporary ways or guards as shall be acceptable to the proper authorities.
8. Storage of Materials and Equipment. All excavated materials and equipment to be incorporated in the work shall be stored so as not to injure any part of the Work or existing facilities and to ensure free access at all times to all parts of the Work and to all public utility installations in the vicinity of the Work. Materials and equipment shall be kept neatly piled and compactly stored in such locations as will cause a minimum of inconvenience to public travel and adjoining owners, tenants and occupants.
9. Safety. The Contractor shall take all necessary precautions and provide all necessary safeguards to prevent personal injury and property damage. The Contractor shall provide protection for all persons including but not limited to his employees and employees of other contractors or subcontractors; members of the public; and employees, agents, and representatives of the Owner, the Engineer, and regulatory agencies that may be on or about the Work. The Contractor shall provide protection for all public and private property including but not limited to structures, pipes, and utilities, above and below ground.
10. Sanitary Regulations. The Contractor shall provide adequate sanitary facilities for the use of those employed on the Work. Such facilities shall be made available when the first employees arrive on the site of the Work, shall be properly secluded from public observation, and shall be constructed and maintained during the progress of the Work in suitable numbers and at such locations and in such a manner as may be required. The Contractor shall maintain the sanitary facilities in a satisfactory and sanitary condition at all times and shall enforce their use. He shall rigorously prohibit the committing of nuisances on the site of the Work, on the lands of the Owner, or on adjacent property.
11. Lines, Grades and Measurements. The Contractor shall employ a competent civil engineer, registered within the Virgin Islands as a Professional Engineer or Land Surveyor. The Contractor shall require said engineer to establish all lines, elevations, reference marks, batter boards, etc., needed by the Contractor during the progress of the Work, and from time to time to verify such marks by instrument or other appropriate means.
12. Dimensions of Existing Structures. Where the dimensions and locations of existing structures are of importance in the installation or connection of any part of the Work, the Contractor shall verify such dimensions and locations in the field before the fabrication of any material or equipment which is dependent on the correctness of such information.
13. Work to Conform. During its progress and on its completion, the Work shall conform truly to the lines, levels, and grades indicated on the Drawings or given by the Engineer and shall be built in a thoroughly substantial and workmanlike manner, in strict accordance with the Drawings, Specifications, and other Contract Documents and the directions given from time to time by the Engineer.
14. Pipe Location. Exterior pipelines will be located substantially as indicated on the Drawings, but the right is reserved to the Owner, acting through the Engineer, to make such modifications in location as may be found desirable to avoid interference with existing structures or for other reasons. where fittings, etc., are noted on the Drawings, such notation is for the Contractor's convenience and does not relieve him from laying and jointing different or additional items where required. Small interior piping is indicated diagrammatically on the Drawings, and the exact location is to be determined in the field. Piping shall be arranged in a neat, compact, and workmanlike manner, with a minimum of crossing and interlacing, so as not to interfere with equipment or access ways, and, in general, without diagonal runs.
15. Limits of Normal Excavation. For pipes in trench, the normal width of the trench shall be measured between vertical planes which are a distance apart equal to the sum of 2 feet plus the outside diameter of the pipe. The normal depth shall be measured to a distance of 0.5 ft. below the bottom of the pipe.
16. Computation of Quantities. For estimating quantities in which the computation of areas by geometric methods would be comparatively laborious, it is agreed that the plain-meter shall be considered an instrument of precision adapted to the measurement of such areas.
17. Planning and Progress Schedules. Before starting the Work and from time to time during its progress, as the Engineer may request, the Contractor shall submit to the Engineer a written description of the methods he plans to use in doing the Work and the various steps he intends to take.
18. Precautions During Adverse Weather. During adverse weather and against the possibility thereof, the Contractor shall take all necessary precautions so that the Work may be properly done and satisfactory in all respects. When required, protection shall be provided by use of tarpaulins, wood and building-paper shelters, or other suitable means.
19. Electrical Energy. The Contractor shall make all necessary applications and arrangements and pay all fees and charges for electrical energy for power and light necessary for the proper completion of the work and during its entire progress. The Contractor shall provide and pay for all temporary wiring, switches, connections, and meters.
20. Protection Against Electrolysis. Where dissimilar metals are used in conjunction with each other, suitable insulation shall be provided between adjoining surfaces so as to eliminate direct contact and any resultant electrolysis. The Insulation shall be bituminous impregnated felt, heavy bituminous coatings, nonmetallic separators or washers, or other acceptable materials.
21. Record Contract Drawings. Contractor shall keep one (1) record copy of all Contract Documents, reference documents, and all technical submittals at the Site in good order and annotated to show all changes made during the construction process. Record drawings shall be up-dated and kept current on a daily basis by the Contractor. The record drawings will be reviewed by the Engineer prior to approval of the Contractor's pay requests. At the completion of the Project and before final payment is made, Contractor shall furnish the Engineer with two (2) set of clean, legible and clear documents , reflecting all changes herein described. Changes to the drawings shall be drafted in a neat and workmanlike manner. Contractor shall also submit the record drawings on a CD-R disk based on the design plans furnished by VIWAPA in electronic format (Auto Cad). Accurate and approved as built drawings will be submitted prior to final payment (retainage) on the contract.
MISCELLANEOUS REQUIREMENTS
1. General. The contractor shall conform to all miscellaneous requirements as herein specified.
2. Traffic Control. The following standards and specifications are considered to be part of the Traffic Control Plan:
3. Interference With Existing Works. The Contractor shall at all times conduct his operations so as to interfere as little as possible with existing works. The Contractor shall develop a program, in cooperation with the Engineer and interested officials, which shall provide for the construction and putting into service of the new works in the most orderly manner possible. This program shall be adhered to except as deviations there from are expressly permitted. All work of connecting with, cutting into, and reconstructing existing pipes or structures shall be planned to interfere with the operation of the existing facilities for the shortest possible time when the demands on the facilities best permit such interference, even though it may be necessary to work outside of normal working hours to meet these requirements. Before starting work which will interfere with the operation of existing facilities, the Contractor shall perform all possible preparatory work and shall see that all tools, materials, and equipment are made ready and at hand. The Contractor shall make such minor modifications in the work relating to existing structures as may be necessary, without additional compensation.
4. Maintaining Water, Fire And Sewage Flows. It is essential to the operation of the existing water, fire, and sewage system that there be no interruption in the flows of water or sewage. To this end, the Contractor shall provide, maintain, and operate all temporary facilities such as dams, pumping equipment, conduits, and all other labor and equipment necessary to maintain and intercept the water, fire, and sewage flows.
5. Buried Utility Warning And Identification Tape. Where PVC pipes are used, provide detectable metallic backed tape or similar manufactured specifically for warning and identification of buried piping. Provide tape in rolls, 3 inches minimum width, color-coded for the utility involved with warning and identification imprinted in bold black letters continuously and repeatedly over entire tape length. Warning and identification shall be CAUTION BURIED ELECTRICAL PIPING BELOW or similar. Use permanent code and letter coloring unaffected by moisture and other substances contained in trench backfill material. Bury tape with the printed side up at a depth of 12 inches below the top surface of earth or the top surface of the sub-grade under pavements.
6. Existing Utilities.
1. General. The Contractor shall provide all temporary facilities necessary for the proper completion of the work, as necessary and as specified.
2. Water Supply. Water supply will be available for flushing, pressure testing and disinfection of water lines, where such lines are directly connected to the existing distribution system only. The Contractor shall not contaminate the water supply and shall comply with all applicable regulations and code requirements.
3. Project Sign. The Contractor shall construct one sign having an area of approximately 32 sq. ft. identifying the project; show a diagram of the project limits, the project cost, officials representing the Owner, the Engineers, etc. The signs shall be erected at locations selected by the Owner. The Contractor shall maintain the signs throughout the duration of the project and removed at the completion of the project. The signs shall be worded as directed by the Owner.
4. Contractor’s Field Office. The Contractor shall maintain a temporary field office near the work for his own use during the period of construction at which readily accessible copies of all contract documents shall be kept. The office shall be located where it will not interfere with the progress of the work. In charge of this office, there shall be a competent superintendent of the Contractor as specified under “Supervision of Work” in the AGREEMENT.
5. Office For Engineer. Promptly after starting work at the site, the Contractor shall provide and equip a suitable office space for the exclusive use of the Engineer, and the Contractor shall maintain this office thereafter until the completion of the work to be done under this contract. The furniture shall be relatively new and in good condition. The equipment, supplies, and services furnished shall be acceptable to the Engineer.
EROSION CONTROL, SEDIMENTATION AND CONTAINMENT OF CONSTRUCTION MATERIALS
Part 1. General.
1.01. Description. Provide all work and take all measures necessary to control soil erosion resulting from construction operations, prevent flow of sediment from construction site, and contain construction materials (including excavation and backfill) within protected working area as to prevent damage to any property, stream or wetlands.
1.02. Quality Assurance.
Part 2. Products.
2.01. Bales. Hay or strew or other suitable material acceptable to Engineer.
2.02. Wood Stakes. 2 in. by 2 in. by 3 ft.
2.03. Plastic Sheeting Or Silt Fence. Commercially available and sufficient strength to resist tearing, punctures and deterioration by sunlight exposure.
Part 3. Execution.
3.01. General. Do not discharge chemicals, fuels, lubricants, bitumen, raw sewage and other harmful waste into or alongside any body of water or into natural or man-made channels.
3.02. Installation.
TRANSPORTATION AND HANDLING
1. General. The Contractor shall provide transportation of all equipment, materials and products furnished under these Contract Documents to the site of the work, In addition, the Contractor shall provide preparation for shipment and storage, unloading, handling and re-handling, short-term storage, extended storage, storage facilities, maintenance and protection during storage, preparation for installation, and all other work and incidental items necessary or convenient to the Contractor for the satisfactory prosecution and completion of the work.
2. Handling.
1. General.
2. Storage.
1. General. During its progress, the work and the adjacent areas affected thereby shall be kept cleaned up and all rubbish, surplus materials, and unneeded construction equipment shall be removed and all damage repaired so that the public and property owners will be inconvenienced as little as possible.
GUARANTEES AND WARRANTIES
1. General.
2. Start-Up Of Operable Components
END OF SECTION
END OF SECTION
DUCT BANK
ELECTRIC MANHOLES
SECTION 02550
1. WORK INCLUDED
3. CURB AND EDGING
4. SIDEWALKS
5. MEASUREMENT AND PAYMENT
SECTION 02615
RIGID PAVEMENT
DIVISION 15
SECTION 15101
END OF SECTION
IDCode:
Page: 1
Pages: 2
AmendNo: 002
EffDate: 8/07/09
ReqNo:
ProjNo: CT VI-0A30(035)
IssCode:
IssuedBy: Eastern Federal Lands Highway Division

21400 Ridgetop Circle Sterling, VA 20166

AdmCode:
AdminBy:
ContName:
ContStrt:
ContCnty:
ContSt:
ContZIP:
Code:
FacCode:
SolAmdNo: DTFH71-09-B-00022
AmendDate: 07/10/09
ModNo:
ModDate:
NoCopies:
Amended: Off
ApprData:
ChgeOrder:
Modify: Off
SuppAuth:
OthrSpec:
Require: Off
Copies:
Descript:

The purpose of this Amendment is to:

1.) Include a page that was excluded from Amendment 001, please see attached.

Bid opening remains 8/11/09 at 10:00am.

SignName:
SignTitl:
ContDate:
CoName:
CoTitle:
CODate:
SolChgYs: Yes
SolChgNo: Off
OffrExt: Off
OffrNoEx: No
ChgeOrd: Off
SuppAgre: Off
ModOthr: Off
NoReq: Off
Text1:
Text2:

File details come from the government source that posted it. Updated .