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IFB060DPWC18 C AMENDMENT ONE 1

Collection
Contracts & Procurement
Sub-shelf
dpp.vi.gov (Property and Procurement contracts)
Kind
Contract
Date
2024-02-06
Topics
Procurement
Pages
4
Text
OCR Text

Department of Property & Procurement «=. Government of the United States Virgin Islands ty 3274 ESTATE RICHMOND, CHRISTIANSTED, U. S. VIRGIN ISLANDS 00820 5 ag ee 8201 SUB BASE, SUITE 4, ST. THOMAS, U. S. VIRGIN ISLANDS 00802 aN a ST. CROIX MAIN OFFICE: 340.773.1561 | ST. THOMAS MAIN OFFICE: 340.774.0828 Lane ro ST. CROIX FAX: 340.773.0986 | ST. THOMAS FAX: 340.777.9587 HTTP://DPPVI.GOV AMENDMENT ONE (1) August 29, 2018 TO: SUBJECT: IFB060DPWC18 (C) Repairs to Christiansted Roads, St. Croix. INSERT: New Bid Sheet dated Wednesday, August 29, 2018 DELETE: Old Bid Sheet dated Monday, August 13, 2018 All other terms and conditions remain the same. A copy of this amendment must be returned with your bid. …

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Department of Property & Procurement «=. Government of the United States Virgin Islands ty 3274 ESTATE RICHMOND, CHRISTIANSTED, U. S. VIRGIN ISLANDS 00820 5 ag ee 8201 SUB BASE, SUITE 4, ST. THOMAS, U. S. VIRGIN ISLANDS 00802 aN a ST. CROIX MAIN OFFICE: 340.773.1561 | ST. THOMAS MAIN OFFICE: 340.774.0828 Lane ro ST. CROIX FAX: 340.773.0986 | ST. THOMAS FAX: 340.777.9587 HTTP://DPPVI.GOV AMENDMENT ONE (1) August 29, 2018 TO: SUBJECT: IFB060DPWC18 (C) Repairs to Christiansted Roads, St. Croix. INSERT: New Bid Sheet dated Wednesday, August 29, 2018 DELETE: Old Bid Sheet dated Monday, August 13, 2018 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 as PUBLIC WORKS DEPARTMENT 6002 Estate Anna's Hope Christiansted St Croix V1 00820-44278 Tel (340) 773.1290 DIVISION OF ENGINEERING Fax (340)773-6865 PROJECT: Christiansted Road Repairs PG.NO.1 | DATE: Wednesday, August 29, 2018 PREPARED BY: Eran Flemming Revised — {Road Repairs in the Town of Christiansted JITEM DESCRIPTION OF WORK Qry. UNITS UNIT COST PRICE fQueen Street Section-1 ROAD LENGTH =1,375' ROAD WIDTH = 20' 41301 Milling of Roadway (2” Depth) 3056 S.Y 41702 Tack Coat, Grade AS1 367 GALLONS 40101(A) 2" Asphalt Concrete Pavement, CL- 342 Tons “A''Grade "D" Type | Smoothness for Thermoplastic Pavement Markings, 63401 Type H (4" white) at edge of roadway) 2750 LF ae ol jQueen Street Section-2 ROAD LENGTH =615' ROAD WIDTH = 16' 41301 Milling of Roadway (2" Depth) 1093 S.¥ 41202 Tack Coat, Grade RS1 131 GALLONS 40103(A) 2" Asphalt Concrete Pavement, CL- 123 Tons "A'Grade "D" Type | Smoothness Thermoplastic Pavement Markings, 63401 Type H (4" white) at edge of roadway) 1230 L.F Fi aS ri fHill Street - ROAD LENGTH = 2,429' ROAD WIDTH = 20° 41301 Milling of Roadway (2" Depth) 5398 S.Y 41202 Tack Coat, Grade RS1 648 GALLONS 40101(A) 2" Asphalt Concrete Pavement, CL- 605 Tons "A" Grade "D" Type | Smoothness Thermoplastic Pavement Markings, 63401 Type H (4" white) at edge of roadway) 4858 L.F }Road Connecting Strand and Kingstreet in the vicinity of Plot 44 Kingstreet Length = 190' Width = 24' 41301 Milling of Roadway (2" Depth) 507 S.Y 41202 Tack Coat, Grade RS1 61 GALLONS 40101(A) 2" Asphalt Concrete Pavement, CL- 57 Tons "A"Grade "D" Type | Smoothness Thermoplastic Pavement Markings, 63401 Type H (4" white) at edge of roadway) 380 L.F Sigg er eee rs PROJECT: Christiansted. Road Repairs PG.NO.2 | DATE:. Monday,. August 13, 2018 PREPARED BY: Eran Flemming {Christiansted Road Repairs. ; PRICE Market Street, from the intersection of Company to East Street. Rd. Length=591 Width = 24’ 41301 _|Milling of Roadway (2" Depth) 1576 SY 41202 Tack Coat, Grade AS2 189 GALLONS 40101(A) 2" Asphalt Concrete Pavement, CL- ‘477 Totis “A'Grade “D" Type i Smoothness Thermoplastic Pavement Markings, 63401. — | Type H (4" white) at edge of roadway) 1182 LE East Stréet - ROAD LENGTH = 2,025! ROAD WIDTH = 24’ 41301 =| Milling. of Roadway (2” Depth) “5400 SY 41207. Tack Coat, Grade RS1 648 GALLONS 40101(A) 2" Asphalt Cancrete Pavement, CL- 605 Tons , ‘A'Grade “DY Type | Smoothness Thermoplastic Pavement Markings, 63401 Type H (4° white) at edge of roadway) 4050 LF Prince Street - ROAD LENGTH = 1,693! ROAD WIDTH = 24! 41301 Milling of Roadway.(2" Depth) 4515 SY 41202 Tack Coat, Grade RS1 542 GALLONS yen. 2" Asphait Concrete Pavernent, CL- _}Thermoplastic Pavement Markings, Type H 63401 (4" yellow) doubte yellow at center of 1640 LF |raddway. Thermoplastic:Pavement Markings, 63401, Type.H (4" white) at edge of roadway) 3386. LF Strand Street - Road Section.1 Length= 654" Width =12' — 41202. Tack Coat, Grade RS1 105 GALLONS: 40101{A) 2" Asphalt Concrete Pavement, CL- 98 Tons. _ “A"Grade "BD" Type | Smoothness. Strand Stréet -Road.Section.2 Length= 495" Width = 20° 41301 _—| Milling of Roadway (2" Depth) 1100 SY 41202 Tack Coat, Grade R52 132 GALLONS: 40101( A) 2" Asphalt Concrete Pavement, CL- 493 ‘Tons “A'Grade "BD" Type | Smoothness. Thermoplastic Pavement Markings, | 63401 Type H (4" white} at edge of roadway) 930 LF }West Street: - ROAD. LENGTH = 640° ROAD WIDTH = 24' } 42301 __[Milling of Roadway (2" Depth) | 1707 SY Tack Coat, Grade RSI 41202 205 GALLONS 40101{ A) : 2" Asphalt Concrete Pavement, CL- 194 Tons : "A'Grade "D" Type! Smoothness Thermoplastic Pavement Markings, 63401 Type H (4” white) at edge of roadway} 1280 LF Thermoplastic Pavement Markings, Type H 63401 {4" yellow) double yellow at center af 1640 LF raodway Smith Street - ROAD LENGTH = 400' ROAD WIDTH = 20’ 41202 Tack Coat; Grade RS1 107 GALLONS 40101(A} 2 Asphalt Concrete Pavement, CL- 100 Tons. "A Grade "D" Type | Smoothness Thermoplastic Pavement Markings, 63401 Type H {4° white) at edge of roadway) 800 Le a Thermoplastic Pavement Markings, Type H 63401 (4” yellow). double yelfow at center of 800 LF raodway SUB-TOTAL 41202 Temporary Traffic Contra} (Minor) 1 Lump Sum ‘45104 —- [Mobilization (5%). 1 Lump Sum TOTAL Licensed Contractar 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.