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Department of Property&Procurement



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Govemment of the United States Virgin Islands



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3274 ESTATE RICHMOND, CHRISTIANSTED, U.S. ViRGIN ISLANDS 00820



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8201 SUB BASE, 3RD FLOOR, ST. THomas, U.S. ViRGIN ISLANDS 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)



August 8, 2017



TO:



SUBJECT:



IFBO23DPWC17 (C) Road Repairs at Estate La



Grande Princess, Christiansted, St. Croix.



INSERT:



New Revised Bid Sheet Date Tuesday, August 8, 2017



DELETE:



Old Bid Sheet Date Thursday July 13, 2017



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

SU



PUBLIC WORKS DEPARTMENT

6002 Estate Anna's Hope

Christiansted, St. Croix, V.1. 00820-4428



DIVISION OF LNGNI TRING



Tel: (340) 773-1290

Fax: (340)773-6885



|PROJECT: Road Repairs at Estate La Grande Princesse PG.NO.1 |

DATE: Tuesday, August 8, 2017

|PREPARED BY: Eran Flemming

Revised

=r

Road Repairs at Estate La Grande Princesse

ITEM DESCRIPTION OF WORK QTY. UNITS UNIT COST

PRICE

JROAD SECTION 1 - ROAD LENGTH = 3,540' ROAD WIDTH = 22'

41301 Milling of Roadway 8653 S.Y

41202 Tack Coat, Grade R51 1038 GALLONS

2" Asphalt Concrete Pavement, CL-

40101(A) —_|"A"Grade "D" Type | Smoothness for area - 969 Tons

i

OAD SECTION 2({ - ROAD LENGTH = 1,870' ROAD WIDTH = 20°

30301 Road Reconditioning 5.9 STA.

Granular Fill (1/4"-3/4" compacted

30101 crushed stone base 4" depth) 462 CY

2" Asphalt Concrete Pavement, CL-

40101(A) = |"A"Grade "D" Type | Smoothness for area - 466 Tons

2

ROAD SECTION 3 - ROAD LENGTH = 887' ROAD WIDTH = 22'

41301 Milling of Roadway 2144 S.Y

41202 Tack Coat, Grade RS1 260 GALLONS

2" Asphalt Concrete Pavement, CL-

40101(A) =‘ |"A"Grade "D" Type | Smoothness for area - 243 Tons

3

SUB-TOTAL }



Fe



uae WORKS DEPA

ST. CROIX



ARGAN [Si Astas



chk

|PROJECT:



Road Repairs at Estate La Grande Princesse



PG.NO.2 |



IDATE:



Tuesday, August 8, 2017



PREPARED BY: Eran Flemming



Revised



SS TSS Se



Road Repairs at Estate La Grande Princesse



ITEM



DESCRIPTION OF WORK



QTy.



UNITS



UNIT



COST



PRICE



ROAD SECTION 4 - ROAD LENGTH = 1,420



ROAD WIDTH = 22



41301



Milling of Roadway



2132



S.¥



41202



Tack Coat, Grade RS1



256



GALLONS



2" Asphalt Concrete Pavement, CL-



40101(A)



239



Tons



"A"Grade "D" Type | Smoothness for area -



4



BROAD SECTION 5 - ROAD LENGTH = 440'



ROAD WIDTH = 20°



30301



Road Reconditioning



4.4



STA.



Granular Fill (1/4"-3/4" compacted



30101



109



CY



crushed stone base 4" depth)



2" Asphalt Concrete Pavement, CL-



40101(A)



"A"Grade "D" Type | Smoothness for area -



110



Tons



5



SECTION 7 - ROAD LENGTH = 540"



ROAD WIDTH = 14'



30301



Road Reconditioning



5.4



STA.



Granular Fill (1/4°-3/4" compacted



30101



94



CY



crushed stone base 4" depth)



2" Asphalt Concrete Pavement, CL-



40101(A)



"AGrade "D" Type | Smoothness for area -



94



Tons



Z



Tee ES



SUB-TOTAL

|PROJECT: Road Repairs at Estate La Grande Princesse PG.NO.3 |



DATE: Tuesday, August 8, 2017

PREPARED BY: Eran Flemming



Revised

= SS SS re

— Estate La Grande Princesse

EE, me Ea

ITEM DESCRIPTION OF WORK QTY. UNITS UNIT COST

PRICE

OAD SECTION 9 - ROAD LENGTH = 2,240' ROAD WIDTH = 21'

41301 Milling of Roadway 5226.7 5.Y

41202 Tack Coat, Grade RS1 627 GALLONS

2" Asphalt Concrete Pavement, CL-

40101(A) "A" Grade "D" Type | Smoothness for area - 586 Tons

9

OAD SECTION 10 - ROAD LENGTH = 1,450' ROAD WIDTH = 20'

41202 Tack Coat, Grade RS1 387 GALLONS

2" Asphalt Concrete Pavement, CL-

40101(A) ——|"A"Grade "D" Type | Smoothness for area - 361 Tons

10

BROAD SECTION 11 - ROAD LENGTH = 660' ROAD WIDTH = 20'

30301 Road Reconditioning 6.6 STA,

41202 Tack Coat, Grade RS1 163 GALLONS

2" Asphalt Concrete Pavement, CL-

40101(A) —__|"A"Grade "D" Type | Smoothness for area - 164 Tons

1) ation



SUB-TOTAL [

iPROJECT: Road Repairs at Estate La Grande Princesse PG.NO.4 |

|DATE: Tuesday, August 8, 2017

PREPARED BY: Eran Flemming

Revised

SS ===

Road Repairs at Estate La Grande Princesse

Se = ee es =e Se ee

ITEM DESCRIPTION OF WORK ary. UNITS UNIT COST

PRICE

ROAD SECTION 13 - ROAD LENGTH = 3,420' ROAD WIDTH = 20'

30301 Road Reconditioning 34.20 STA.

41202 Tack Coat, Grade RS1 912 GALLONS

2" Asphalt Concrete Pavement, CL-

40101(A) “A"Grade "D" Type | Smoothness for area - 851 Tons

13

ROAD SECTION 14 - ROAD LENGTH = 500' ROAD WIDTH = 20'

30301 Road Reconditioning 5.00 STA.

Granular Fill (1/4"-3/4" compacted

30101 crushed stone base 4" depth) 124 Cy

2" Asphalt Concrete Pavement, CL-

40101(A) —_|"A"Grade "D" Type | Smoothness for area - 125 Tons

14

BROAD SECTION 15 - ROAD LENGTH = 620' ROAD WIDTH = 20'

41301 Milling of Roadway 1378 S.Y

41202 Tack Coat, Grade RS1 165 GALLONS

2" Asphalt Concrete Pavement, CL-

40101(A) = |"A"Grade "D" Type | Smoothness for area - 154 Tons

[5

ROAD SECTION 16 - ROAD LENGTH = 1,070' ROAD WIDTH = 18'

41301 Milling of Roadway 2140 SY

41202 Tack Coat, Grade R51 257 GALLONS

2" Asphalt Concrete Pavement, CL-

40101(A) "A"Grade "D" Type | Smoothness for area - 240 Tons

tA

SUB-TOTAL | }

|PROJECT: Road Repairs at Estate La Grande Princesse PG.NO.5 |

|DATE: Tuesday, August 8, 2017

{PREPARED BY: Eran Flemming



Revised



41202 Temporary Traffic Contro! (Minor) Lump Sum |

15101 Mobilization Lump Sum j

TOTAL r.CS~S

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.



Note: All milling materials (recycled Asphalt) shall be transported to DPW Compound