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Form No. DPP-IFB-55-75 APPROVED Com. DPP October 30, 1974 REVISED: 3-18-08 GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES o DEPARTMENT OF PROPERTY AND PROCUREMENT o INVITATION FOR BIDS 0 Invitation No. IFBO14DPWC17(C) Date: June 7, 2017 Pursuant to Laws of the Government of the Virgin Islands sealed bids in Quintuplicate (5) copies ((1) original and (4) copies) for the work described herein will be received until Thursday, July 6, 2017 at 10:00 a.m. at the Department of Property & Procurement Conference Room. And at this time publicly open. Description of Work and Project Number: IFB014DPWC17(C) Road Repairs at Estate Catherine Rest, St. Croix. Pre-Bid Conference: A Pre-Bid Conference will be held on Wednesday, June 21, 2017 at 9:00 a.m. Cost Per Set: $25.00 NON REFUNDABLE Liquidated Damage: $100.00 Completion Time of Work: 150 calendar days Information regarding bidding documents Bidding Documents include the Public Notice, this Invitation to Bid, Instruction to Bidders, Contractor’s Qualification Statement, the Contract, Performance and Payment Bonds, General Provisions, Special Provision, Supplemental Specifications, Plan and Specifications. All documents may be obtained from the Department of Property and Procurement. Each bid must be accompanied by a Bid Guarantee as provided for in Form No. P&P-ITB-CC-16-73 (Instruction to Bidders) which is hereby made a part of this Invitation and by this reference incorporated herein as fully and effectively as if set forth in detail. Bid Guarantee for Preferred Bidders will be a specified in 31 V.L.C. 236a (Act No. 2995 approved April 16, 1971) if Preferred Bidders Act applies. If Preferred Act does not apply, failure to provide a five (5%) percent bond will render the bid unresponsive. It is the Bidder’s responsibility to determine if the Act Applies. As Form No. DPP-IFB-55-75 APPROVED Com. DPP October 30, 1974 REVISED: 3-18-08 The Bid Guarantee for bidders not claiming or having the status of a preferred bidder will be Five (5%) per cent of the bid price. Bid Guarantee will be in the form of a Bond (Corporate or Individual Surety), Money Order, Certified Check, Irrevocable Letter of Credit or Cash. No Bidder will be allowed to withdraw his bid within a period of thirty (30) calendar days following the date set for the opening thereof. Preferred Bidder: Any bidder claiming eligibility as a “preferred bidder” under the provision of the Preferred Bidder’s Act (31 VIC 236a — Act No. 2995, approved April 16, 1971) must request that his name be added to a preferred bidder's list to be maintained by the Commissioner of Property and procurement. If a bidder has not previously filed a notarized Certificate with the Commissioner of Property and Procurement, copies thereof may be obtained from the Department of Property and Procurement, Division of Procurement, Building No. 1, Sub Base, Third Floor, St. Thomas, Virgin Islands and/or from 3274 Estate Richmond, Christiansted, St. Croix, Virgin Islands. Certificate must be fully completed, notarized and filed in the Division of Procurement before the day and hour set for bid opening. Contractor’s Qualification Statement Each bidder must submit with his bid an executed copy of Contractor’s Qualification Statement which is hereby made a part of this Invitation and by this reference incorporated herein as fully and effectively as if set forth in detail. BONDS: A Bid Bond, Performance Bond and Payment each are required as follows: Bid Bond: 5% of the Contract Performance Bond: 100% of the Contract Payment Bond: 100% of the Contract GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES a a — PUBLIC WORKS DEPARTMENT 6002 Estate Anna’s Hope Christiansted, St. Crox, Vl. 0082704478 Tel: (840) 773-1290 DIVISION OF ENGINEERING Fax: (340)773-6855 PROJECT: Road Repairs at Catherine Rest PG.NO.1 | DATE: Tuesday, May 9, 2017 PREPARED BY: Eran Flemming Road Repairs at Catherine Rest ITEM DESCRIPTION OF WORK QTY. UNITS UNIT COST PRICE ROAD SECTION 1 - ROAD LENGTH = 1,855 ROAD WIDTH = 20 30301 Road Reconditioning (patching) 18.55 STA. 41202 Tack Coat, Grade RS1 495 GALLONS 2" Asphalt Concrete Pavement, CL- 40101(A) —_|"A"Grade "D" Type | Smoothness for area - 462 Tons | ROAD SECTION 2 - ROAD LENGTH = 1,470' ROAD WIDTH = 20' 30301 Road Reconditioning (patching) 14.7 STA. 41202 Tack Coat, Grade RS1 392 GALLONS 2" Asphalt Concrete Pavement, CL- 40101(A) | "A"Grade "D" Type | Smoothness for area - 366 Tons 2 ROAD SECTION 3 - ROAD LENGTH = 1,470' ROAD WIDTH = 20' 30301 Road Reconditioning (patching) 14.7 STA. 41202 Tack Coat, Grade RS1 392 GALLONS 2" Asphalt Concrete Pavement, CL- 40101(A) —‘|"A"Grade "D" Type | Smoothness for area - 366 Tons Fi SUB-TOTAL vi PROJECT: Road Repairs at Catherine Rest PG. NO.2 | DATE: Tuesday, May 9, 2017 PREPARED BY: Eran Flemming Road Repairs at Catherine Rest ITEM DESCRIPTION OF WORK QTY. UNITS UNIT COST PRICE ROAD SECTION 4 - ROAD LENGTH = 590 ROAD WIDTH = 20 30301 Road Reconditioning (patching) 5.9 STA. 41202 Tack Coat, Grade RS1 157 GALLONS 2" Asphalt Concrete Pavement, CL- 40101(A) = |"A"Grade "D" Type | Smoothness for area - 147 Tons 4 ROAD SECTION 5 - ROAD LENGTH = 620' ROAD WIDTH = 20' 30301 Road Reconditioning (patching) 6.2 STA. 41202 Tack Coat, Grade RS1 165 GALLONS 2" Asphalt Concrete Pavement, CL- 40101(A) —|"A"Grade "D" Type | Smoothness for area - 154 Tons 5 TROAD SECTION 6 - ROAD LENGTH = 846' ROAD WIDTH = 20' 30301 Road Reconditioning (patching) 8.46 STA. 41202 Tack Coat, Grade RS1 226 GALLONS 2" Asphalt Concrete Pavement, CL- 40101(A) —|"A"Grade "D" Type | Smoothness for area - 211 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) 17 S.Y 61501 Reconstruction of Concrete sidewalk (4") to 7 SY include all forming and rebar ROAD SECTION 7 - ROAD LENGTH = 735' ROAD WIDTH = 20' 30301 Road Reconditioning (patching) 7.35 STA. 41202 Tack Coat, Grade RS1 196 GALLONS 2" Asphalt Concrete Pavement, CL- 40101(A) —‘|"A"Grade "D" Type | Smoothness for area - 183 Tons granular fill and rebars. PROJECT: Road Repairs at Catherine Rest PG.NO.3 | DATE: Tuesday, May 9, 2017 PREPARED BY: Eran Flemming Road Repairs at Catherine Rest ITEM DESCRIPTION OF WORK QTY. UNITS UNIT COST PRICE ROAD SECTION 8 - ROAD LENGTH = 435' ROAD WIDTH = 20' 30301 Road Reconditioning (patching) 4.35 STA. 41202 Tack Coat, Grade RS1 116 GALLONS 2" Asphalt Concrete Pavement, CL- 40101(A) —_|"A"Grade "D" Type | Smoothness for area - 108 Tons i} ROAD SECTION 9 - ROAD LENGTH = 735' ROAD WIDTH = 20' 30301 Road Reconditioning (patching) 4.35 STA. 41202 Tack Coat, Grade RS1 196 GALLONS 2" Asphalt Concrete Pavement, CL- 40101(A) —__|"A"Grade "D" Type | Smoothness for area - 183 Tons 9 BROAD SECTION 10 - ROAD LENGTH = 1,164' ROAD WIDTH = 20' 41301 Milling of Roadway 2587 S.Y 41202 Tack Coat, Grade RS1 310 GALLONS 2" Asphalt Concrete Pavement, CL- 40101(A) —_|"A"Grade "D" Type | Smoothness for area - 290 Tons eneras swale in place 60801 |g wx1295'Lx6"thick)) a2 ay Construction of two (2) low water crossing 60801 (40'x20'x6" thick), to include all excavation, 178 SY SUB-TOTAL | PROJECT: Road Repairs at Catherine Rest PG. NO.4 | DATE: Tuesday, May 9, 2017 PREPARED BY: Eran Flemming Road Repairs at Catherine Rest ITEM DESCRIPTION OF WORK QTY. UNITS UNIT COST PRICE FROAD SECTION 111 - ROAD LENGTH = 2,680 ROAD WIDTH = 22 41301 Milling of Roadway 6551 S.Y 41202 Tack Coat, Grade RS1 786 GALLONS 2" Asphalt Concrete Pavement, CL- 40101(A) —_|"A"Grade "D" Type | Smoothness for area - 734 Tons li Construction of three (3) low water 60801 crossing (40’x20'x6" thick), to include all 201 SY excavation, granular fill and rebars. BROAD SECTION 12 - ROAD LENGTH = 450' ROAD WIDTH = 20' 30301 Milling of Roadway 1000 S.Y Untreated Aggregate Course 30101 114 C.Y (Base/Subbase) 2" Asphalt Concrete Pavement, CL- 40101(A) "A"Grade "D" Type | Smoothness for area - 112 Tons WA SUB-TOTAL — wow 41202 Temporary Traffic Control (Minor) 1 Lump Sum 20101 Clearing & Grubbing 1 Lump Sum Untreated Aggregate Course 30101 ae = 200 CY (Base/Subbase) - Quarry Tailing 40101 Asphalt for patching of Roadway 60 Tons 15101 Mobilization 1 Lump Sum 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 INDEX TO SHEETS SHEET NO. DESCRIPTION 1 TITLE SHEET 2 LOCATION MAP AND PLAN VIEW 3 TYPICAL ROAD DETAIL 4 TYPICAL ROAD DETAIL GOVERNMENT OF VIRGIN ISLANDS OF THE UNITED STATES DEPARTMENT OF PUBLIC WORKS PLANS FOR ROAD REPAIRS AT CATHRINE REST IN CHRISTIANSTED, ST. CROIX ISLAND OF ST. CROIX DIVISION OF ENGINEERING 6002 ESTATE ANNA'S LIOPE IAN FLMMINT:, ATT CHRISTIANSTED, VL 00820 PRESTON Lar 1 4C SRG Anu COMMIS EINER, PG-1 % 4 Yi § on hr te Wey ee iy Tes, {' ’ | iy 14 At Yo ) \ Wy % "| ue | | nt aad WP ‘ eel ae eli ‘| ui a® 4\ ‘ s ht ty Li ul \y |» yea mr, rg »' ie 4 a" t xe} tye t =a s a! al ‘y Mion » a (i Ny, | vs ‘yt if & ty af > ¥ Mi ety " a an a ’ Wry Aes oS I, ee == xs id a Ms WA =3 552 Heo i » 225 pas ff Phe = 4 se I t \ 225 on FF fe i *% "a4 es eer, " € Wy &a2 i: yt rl 4 oe +. ats’s Aa ‘ Vee \ + ip? * vo? a | V6 e La Bai 22 ore O\% t. i } we? v,/ __+--- 66 or yz WN ES NS ~So yb Sy Nyy Qs Qk Ww DWL eS 89 QS HS Qh WN WS 2 > Hrd fiom (a-a} ryPICAL ROAD SECTION (CROWNED) TYPICAL ROADWAY CROSS SECTION CROWNED WITH EARTH SHOULDERS REBAR #4 @ 12” 0.C. BOTH SIDES ay oe, ay ty TYPICAL LOW WATER CROSSING CROSS SECTION (N.T.S.) DIVISION OF ENGINEERING 6002 ESTATE ANNA'S HOPE CHRISTIANSTED, V1 00820 © APTN