ge Department of Property & Procurement | er ARI MENP ESB Government of the United States Virgin Islands 3274 ESTATE RICHMOND, CHRISTIANSTED, U. S. VIRGIN ISLANDS 00820 ma ae 8201 SUB BASE, SUITE 4, ST. THOMAS, U. S. VIRGIN ISLANDS 00802 Cm oom (3 Sas TES ST. CROIX MAIN OFFICE: 340.773.1561 | ST. THOMAS MAIN OFFICE: 340.774.0828 2 op ns 7 -) peg ST. CROIX FAX: 340.773.0986 | ST. THOMAS FAX: 340.777.9587 anp PRe* HTTP://DPP.VI.GOV AMENDMENT ONE (1) August 29, 2018 TO SUBJECT IFB061DPWC18 (C) Repairs to Estate All for the Better Residential Road, East End, St. Croix INSERT New Bid Sheet dated Wednesday, August 29, 2018 DELETE Old Bid Sheet dated Friday, August 10, 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 PUBLIC WORKS DEPARTMENT 6002 Estate Anna's Hope Christiansted, St. Croix, V.1. 00820-4428 OVISION OF ENGINE F RING Tek (340) 773-1290 Fax: (340)773-6865 |PROJECT: Repairs to Estate All for the Better Residential Roads |DATE: Wednesday, August 29, 2018 PREPARED BY: Eran Flemming Road Repairs to Estate All for the Better Residential Roads REVISED ITEM DESCRIPTION OF WORK QTY. UNITS UNIT COST PRICE ROAD NO. 1 LENGTH = 1,160 L.F ROAD WIDTH = 20L.F SECTION NO.1-ASPHALT ROAD — LENGTH = 880FT ROAD WIDTH = 20FT 30301 Road RRconeinaning (Grading & 3.80 Stations Patching) 2" Asphalt Concrete Pavement, CL-"A" 40101(A 219 Tons (A) GR-"D" Type 1 - Smoothness GR,-"D" Type 1 - Smoothness 41202 Tack Coat, Grade RS1 235 GALLONS SECTION NO.2 - CONCRETE ROAD LENGTH = 280 L.F ROAD WIDTH = 20 L.F 30301 Road Reconditioning (Grading) 2.8 Stations Untreated Aggregate (1/4"-3/4" 30101 compacted crushed stone base 8" 139 C.Y depth) Structural concrete in place for roadway 40101(A) (280'x20'x8"thick). 3/8" rebars shall be 139 Cy utilized @10" O.C for slob Paved Waterway Type 4 (280'x 3' wide 60801 concrete swale), to include all forming, oT ex rebars and granular fill JROAD NO. 2 LENGTH = 1,770 L.F ROAD WIDTH =20L.F ROAD SECTION NO. 1 LENGTH = 1,535 L.F ROAD WIDTH = 20 L.F 30101 Granular Fil (1 /4"-3/4" compacted crushed stone base 8" depth) for failed area of roadway (230'x20') 114 CY 30301 Road Reconditioning (Grading & removal of old residue of asphalt and concrete from roadway) 15.35 Stations 40101(A) 2" Asphalt Concrete Pavement, CL-"A" GR-"D" Type 1 - Smoothness 382 Tons 41202 Tack Coat, Grade RS1 409 GALLONS 60901 structural concrete for 2 low water crossing (20'x20'x6"), to include all 90 S.Y ROAD SECTION forming, rebars and granular fill NO. 2 LENGTH = 235 LF ROAD WIDTH = 2015 30101 Granular Fill (1/4"-3/4" compacted crushed stone base 8" depth) for failed area of roadway (235'x20'X8") 116 CY 30301 Road Reconditioning (Grading & removal of old residue of asphalt and concrete from roadway) 2.39 Stations 60801 Paved Waterway Type 4 (500'x3' wide concrete swale), to include all forming, rebars and granular fill 167 S.Y 60901 structural concrete for road (235'x20'x8"), to include all forming, rebars and granular fill 116 C.Y 15101 Mobilization Duration of Project - 90 calendar days Total cost for the project Licensed Contractor President of Company 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.