VI Update

USVI Public Records

A VI Update Project · Brian LoudenThe territory’s public record — kept public.

AMENDMENT ONE 1 IFB010DPWC15C

Collection
Contracts & Procurement
Sub-shelf
dpp.vi.gov (Property and Procurement contracts)
Kind
Contract
Date
2024-02-06
Topics
Procurement
Pages
5
Text
OCR Text

fa “<> Department of Property&Procurement ~ =: , Govemment of the United States Virgin Islands 3 wal 3274 ESTATE RICHMOND, CHRISTIANSTED, U.S. VIRGIN ISLANDS 00820 oh “ 8201 Sus Base, 3RD FLOOR, ST. THOmas, U.S. VIRGIN IsLanos 00802 ST. CROIX MAIN OFFICE: 340.773.1561 | ST. THOMAS MAIN OFFICE: 340.774.0828 ST. CROIX FAX: 340.773.0986 | ST. THOMAS FAX: 340.777.9587 HTTP://DPP.VI.GOV AMENDMENT ONE (1) September 17, 2015 TO: SUBJECT: IFB010DPWC15 (C) Roads Repairs at Estate Barron Spot, Christiansted, St. Croix, U.S.V.I. DELETE: Old Bid Sheet Dated June 23, 2015 INSERT: New Bid Sheet Dated September 17, 2015 All other terms and conditions remain the same. A copy of this amendment must be returned with your bid. GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES PUBLIC WORKS DEPARTMENT 6002 Estate Anna's Hope ATES Christiansted, St. Croix, V.l. …

Download the original document · Plain text (TXT) · Browse the archive · How this archive works

Original source: https://dpp.vi.gov/wp-content/uploads/2015/08/AMENDMENT-ONE-1-IFB010DPWC15C.pdf

SHA-256 0aa79256e783de0471380d832a301ca2cfad3d37a3dc93e37bbd634015e908ef

Re-using this document

A public record of the Government of the Virgin Islands, published by the agency itself. No copyright is asserted on it and 17 U.S.C. § 105 does not reach territorial government, so it publishes as a territorial public record.

Our description, tagging, arrangement, extracted text and machine transcripts are released under CC0 1.0. We assert nothing about the document itself.

Archive identifier LF-0aa79256e783

Document text

fa “<> Department of Property&Procurement ~ =: , Govemment of the United States Virgin Islands 3 wal 3274 ESTATE RICHMOND, CHRISTIANSTED, U.S. VIRGIN ISLANDS 00820 oh “ 8201 Sus Base, 3RD FLOOR, ST. THOmas, U.S. VIRGIN IsLanos 00802 ST. CROIX MAIN OFFICE: 340.773.1561 | ST. THOMAS MAIN OFFICE: 340.774.0828 ST. CROIX FAX: 340.773.0986 | ST. THOMAS FAX: 340.777.9587 HTTP://DPP.VI.GOV AMENDMENT ONE (1) September 17, 2015 TO: SUBJECT: IFB010DPWC15 (C) Roads Repairs at Estate Barron Spot, Christiansted, St. Croix, U.S.V.I. DELETE: Old Bid Sheet Dated June 23, 2015 INSERT: New Bid Sheet Dated September 17, 2015 All other terms and conditions remain the same. A copy of this amendment must be returned with your bid. GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES PUBLIC WORKS DEPARTMENT 6002 Estate Anna's Hope ATES Christiansted, St. Croix, V.l. 00820-44238 DIVISION OF ENGINEERING Tel: (340) 773-1290 Fax: (340)773-6865 Addendum #1 15101 Mobilization LS 41301 Milling of Roadway 6556 S.Y 41202 Tack Coat, Grade RS1 787 GALLONS 2" Asphalt Concrete Pavement, CL- 40101(A) "A"Grade "D" Type | Smoothness for area - 734 Tons 41301 Milling of Aceaiey 3756 SV 41202 Tack Coat, Grade RS1 451 GALLONS 2" Asphalt Concrete Pavement, CL- 421 40101(A) “A"Grade "D" Type | Smoothness for area - Tons 41301 Milling of Roadway 1556 S.Y 41202 Tack Coat, Grade RS1 243 GALLONS 2" Asphalt Concrete Pavement, CL- 40101(A) "A'"Grade "D" Type | Smoothness for area - 227 Tons 3 . SUB-TOTAL . =o W197] 3 WORKS b. a er. 15101 Mobilization 1 LS 41301 Milling of Roadway 3155 S.Y 41202 Tack Coat, Grade RS1 379 GALLONS 2" Asphalt Concrete Pavement, CL- 40101(A) = |"A"Grade "D" Type | Smoothness for area - 354 Tons 41301 Milling of Roadway 41301 Milling of Roadway S.Y 41202 Tack Coat, Grade RS1 144 GALLONS 2" Asphalt Concrete Pavement, CL- 40101(A) —_|"A"Grade "D" Type | Smoothness for area - 135 Tons S.Y 41202 Tack Coat, Grade RS1 293 GALLONS 2" Asphalt Concrete Pavement, CL- 40101(A) —_‘|"A"Grade "D" Type | Smoothness for area - 274 Tons 6 20303 Removal of Concrete swale (4" thick) 45 S.Y Construction of Concrete Swale (6" thick), 60801 to include all excavation, granular fill and 45 S.Y rebars. 20303 Removal of concrete sidewalk (4" thick) 7 SY 61501 Reconstruction of Concrete sidewalk (4") to 7 SY include all forming and rebar 41301 Milling of Roadway 4789 S.Y 41202 Tack Coat, Grade RS1 575 GALLONS 2" Asphalt Concrete Pavement, CL- 40101(A) —_|"A"Grade "D" Type | Smoothness for area - 536 Tons J = Sa SUB-TOTAL | 15101 Mobilization 1 L.S 41301 Milling of Roadway 1573 S.¥ 41202 Tack Coat, Grade RS1 189 GALLONS 2" Asphalt Concrete Pavement, CL- 40101(A) "A"Grade "D" Type | Smoothness for area - 176 Tons 41301 Milling of Roadway 1482 5.¥ 41202 Tack Coat, Grade RS1 178 GALLONS 2" Asphalt Concrete Pavement, CL- 40101(A) 166 Tons "A"Grade "D" Type | Smoothness for area - 41301 Milling of Roadway 1507 SY 41202 Tack Coat, Grade RS1 181 GALLONS 2" Asphalt Concrete Pavement, CL- 40101(A) 169 Tons "A"Grade "D" Type | Smoothness for area - 41301 Milling of Roadway 2580 S.¥ 41202 Tack Coat, Grade RS1 310 GALLONS 2" Asphalt Concrete Pavement, CL- 40101(A) "A'Grade "D" Type | Smoothness for area - 289 Tons La SUB-TOTAL CT |PROJECT: Road Repairs at Estate Barron Spot PG.NO.4 | |DATE: Thursday, September 17, 2015 |PREPARED BY: Eran Flemming oad Repairs at Estate Barron Spot TEM DESCRIPTION OF WORK QTY. UNITS UNIT COST : PRICE SECTION 12 (ROAD IN THE VICINITY OF PLOT NO269&277) - ROAD LENGTH = 921 ROAD WIDTH = 20 15101 Mobilization 1 LS 41301 Milling of Roadway 2047 S.Y 41202 Tack Coat, Grade RS1 246 GALLONS 2" Asphalt Concrete Pavement, CL- 40101(A) —_|"A"Grade "D" Type | Smoothness for area - 229 Tons |2 SECTION 13 (EMERALD ROAD) - ROAD LENGTH = 528' ROAD WIDTH = 20' 41301 Milling of Roadway 1173 S.Y 41202 Tack Coat, Grade RS1 141 GALLONS 2" Asphalt Concrete Pavement, CL- 40101(A) —_-|"A"Grade "D" Type | Smoothness for area - 131 Tons [3 41202 Temporary Traffic Control (Minor) 1 Lump Sum Thermoplastic Pavement Markings, Type H (4" 63401 yellow) double yellow at center of raodway 30436 L.F 63401 Thetmeniaale Pavement Markings, Type H 30436 LF "wh e of roadway) SUB-TOTAL TOTAL Licensed Contractor Contractor's Signature Date Note: The undersigned Contractor acknowledges that the quantities included on the Bid Sheet are estimated values. It is the Contractor's responsibility to ascertain that the required material and quanties are included in the Bid Sheet in the event that there is a descrepency between what the Contractor estimates is required to complete said project. Any descrepancies in values or material required must be identified at the time of the Pre-Bid meeting. Once the contract is executed, the Contractor will be required to complete the project based on selected bidder's contractual agreement cost.