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ITEMIZED BID SHEET Proposed Construction Of IEKHS Track Facility Bathroom and Concession Buildings located at No. 172 Estate Nazareth, No.1 Red Hook Quarter St. Thomas, U.S. Virgin Islands NOTE: 1. CONTRACTOR’S BID SHALL BE DISQUALIFIED IF ITEMIZED BID SHEET IS NOT FULLY COMPLETED WITH BOTH UNIT AND MATERIAL & LABOR COSTS FOR ALL ITEMS. 2. ****THE QUANTITIES NOTED BELOW ARE NOT NECESSARILY EXACT, AND THE ITEMS NOTED DO NOT NECESSARILY MAKE UP ALL THE WORK REQUIRED, OR NOTED IN THE SPECIFICATIONS AND DRAWINGS, FOR THE COMPLETE CONSTRUCTION AND PROPER OPERATION OF THE PROJECT. THE ITEMS NOTED, WILL BE USED IN ESTABLISHING IF THE COST, WHICH ARE BEING SUBMITTED BY THE BIDDER, ARE WITHIN THE CURRENT ACCEPTABLE PRICES BEING USED IN THE U.S. VIRGIN ISLANDS CONSTRUCTION MARKET; AND ALSO TO ENSURE THAT ALL CONTRACTORS BIDS ARE THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING A TOTAL LUMP SUM COST FOR THE COMPLETE CONSTRUCTION OF THE PROJECT. 3. IT IS THE CONTRACTOR’S RESPONSIBILITY TO ESTABLISH EXACT QUANTITIES BASED ON DOCUMENTS ISSUED AND SITE VISITS CARRIED OUT, FOR A TOTAL LUMP SUM COST TO CONSTRUCT THE PROJECT. 4. ADD ALTERNATES SHALL NOT BE INCLUDED IN THE TOTAL LUMP SUM COST OF CONSTRUCTION. THE ADD ALTERNATE ITEMS ARE FOR UTILIZATION IN THE EVENT THAT ADDITIONAL WORK OR ADJUSTMENT OF THE CONTRACTED WORK IS REQUIRED, DURING THE CONSTRUCTION OF THE PROJECT. 5. PRICES BEING SUBMITTED FOR WORK TO BE DONE SHALL INCLUDE THE CONTRACTOR’S OVERHEAD TAXES AND PROFIT ALONG WITH ALL COSTS FOR MATERIALS, EQUIPMENT, LABOR, TRANSPORTATION, FREIGHT, INSURANCES, ETC. NECESSARY TO FACILITATE PROPER, SAFE, AND TIMELY COMPLETION OF THE PROJECT. 6. UNIT PRICES SUBMITTED ON THE ITEMIZED BID SHEET SHALL BE UTILIZED FOR ANY CREDITS OR DEBITS TO THE PROJECT; WHICH, IF NECESSARY, SHALL BE ADDRESSED AS A CHANGE ORDER TO THE PROJECT. Item No. Item Description Quantity Unit Price Cost Material & Labor 01. Mobilization L.S. -0- $ 02. General Conditions L.S. -0- $ Confidential 5/30/2016 Item No. Item Description Quantity Unit Price Cost Material & Labor 03. - INSTALL NEW “DANT CLAYTON” POWDER COATED ALUMINUM “ALUMNA STAND” BLEACHERS WITH 12’x40’ ENCLOSED GRAND STAND (AS PER THE TYPE INSTALLED BY THE MANUFACTURER AT SPRING HILL SCHOOL OR APPROVED EQUAL. - THE CONTRACTOR SHALL INSTALL THE BLEACHER SYSTEM AS PER MANUFACTURER’S SPECIFICATIONS ON POURED REINFORCED CONCRETE SLEEPER SLABS TO STABILIZE AND PROPERLY SUPPORT THE - BLEACHERS. BLEACHER CAPAPCITY TO BE APPROX. 1,500 SEATS 1500 SEAT CAPACITY IN A SPACE APPROX. 20FT. x 244FT.’ $ /SEAT $ 04. - CONSTRUCT NEW POURED REINFORCED 10FT. WIDE CONCRETE WALKWAY 6” THICK WITH 12” THICKENEND EDGES IN FRONT OF THE BLEACHERS 10 Cu Yds. $ $ 05. - CONSTRUCT NEW POURED REINFORCED 10FT. WIDE CONCRETE WALKWAY 6” THICK WITH 12” THICKENEND EDGES FROM THE BLEACHERS TO THE NEW BATHROOM AND CONCESSION BUILDINGS AND AROUND THEM AS NOTED IN THE DRAWINGS. - CONTRACTOR SHALL TAKE INTO CONSIDERATION THAT IN SOME AREAS THE WALKWAY MAY HAVE TO RUN ALONG THE GENTLE SLOPED CONTOURS FROM THE BLEACHERS TO GET TO THE BUILDINGS NOTED. - CONTRACTOR TO ALSO TAKE INTO CONSIDERATION THAT SOME PARTS OF THE WALKWAY WILL ALOS HAVE TURNED UP CURBS TO STOP DIRT FROM WASHING UNTO THE FLAT AREAS OF THE WALKWAY. 93 Cu Yds. $ $ 06. - CONSTRUCT NEW 30”W x 30”D - RIP RAP ROCK DRAIN BED AS INDICATED IN DRAWINGS WITH 8” SCH. 40 PVC PERFORARTED FRENCH DRAIN INSTALLED WITHIN IT - 8” FRENDH DRAIN TO RUN IN GRAVEL BED AFTER THE RIP RAP DRAIN BED ENDS AND CONTINUE TO DAYLIGHT AND NEAREST EXISTING STORM CULVERT FOR WATER TO BE EMPTIED INTO LS. $ $ 07. - CONSTRUCTION OF REINFORCED CONCRETE RAMPS AND LANDINGS FOR ENTRY AREA INTO BOTH THE MALE AND FEMALE BATHROOMS TO INCLUDE FOUNDATION FOOTINGS, FOUNDATION WALLS AND 2.5” DIA. GALVANIZED STEEL RAILINGS COATED WITH 3 COATS OF RED OXIDE PRIMER AND 1.5” DIA. VERTICAL INTERIOR PIECES, BETWEEN MAIN SUPPORTS @ 4” O.C. TYP. L.S. $ $ Confidential 5/30/2016 Item No. Item Description Quantity Unit Price Cost Material & Labor 08. CONCESSION BUILDING • ENCLOSED KITCHEN AND STORAGE AREA - CONSTRUCT ENCLOSED PORTION OF THE BUILDING TO INCLUDE FOUNDATION, EXTERIOR AND INTERIOR WALLS, ROOF SYSTEM, REINFORCED CONCRETE FLOOR SLAB, DOORS, WINDOWS, COMPLETE WOOD BASE CABINETS WITH CORIAN TOPS AND COMPLETE WOOD WALL CABINETS, LIGHTING, ELECTRICAL AND PLUMBING AND ALL FINISHES NOTED TO INCLUDE PAINT, TILES, CASINGS, MOULDING ETC TO COMPLETE A FULL WORKING OPERABLE STRUCTURE ACCORDING TO CODE FOR THE KITCHEN/STORAGE PORTION OF THE CONCESSION BUILDING. - CONTRACTOR SHALL ALSO SUPPLY AND INSTALL ALL COMMERCIAL GRADE EQUIPMENT SHOWN TO INCLUDE LARGE DEEP DOUBLE SINK AND FAUCET, 4 BURNER STOVE PROPANE GAS RANGE WITH GRILLE AND GRIDDLE, DEEP FRYER, DOUBLE DOOR FREEZER AND COOLERS, AS WELL AS 8FT. HIGH HEAVY DUTY WIRE SHELVING FOR THE STORAGE AREAS. ***NOTE: CONTRACTOR SHAL SUBMIT SPECS. AND CUT SHEETS FOR ALL MATERIALS, CONSTRUCTION ITEMS AND EQUIPMENT TO BE USED ON THE PROJECT. • ENCLOSED SERVING AREA - CONSTRUCT ENCLOSED AREA TO INCLUDE FOUNDATION, EXTERIOR AND INTERIOR WALLS, REINFORCED CONCRETE FLOOR SLAB, DOORS, ROLL DOWN SECURITY DOORS, POURED REINFORCED CONCRETE COUNTERS, FLOOR SLABS, POURED REINFORCED COLUMNS AND BEAMS, CONCRETE SINK ANF COMMERCIAL FAUCET, LIGHTING, ELECTRICAL, PLUMBING AND ALL FINISHES NOTED TO INCLUDE PAINT, TILES, CASINGS, MOULDING ETC TO COMPLETE A FULL WORKING OPERABLE STRUCTURE ACCORDING TO CODE FOR THE SERVING AREA. ******NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTING ALL MAIN ELECTRICAL POWER SYSTEMS TO INCLUDE MAIN DISCONNECT PANELS AS WELL AS SECONDARY PANELS AND THE CONNECTION OF THE MAIN WATER SUPPLY TO THE BUILDINGS AS WELL AS ANY CONNECTIONS TO EXISTING PUBLIC SEWAGE SYSTEMS AT THE CLOSEST POINT WITHIN THE AREA FOR BOTH THE CONCESSSION AND THE BATHROOM BUILDINGS. 324 S.F. L.S. 290 S.F. $ $ $ $ $ $ Confidential 5/30/2016 Item No. Item Description Quantity Unit Price Cost Material & Labor 09. BATHROOM BUILDING - CONSTRUCT ENCLOSED PORTION OF THE BUILDING TO INCLUDE FOUNDATION FOOTING & WALLS, EXTERIOR AND INTERIOR WALLS, ROOF SYSTEM, REINFORCED CONCRETE FLOOR SLAB, DOORS, WINDOWS, COUNTERS WITH CORIAN TOPS, ELECTRICAL, LIGHTING, PLUMBING, VANITIES, URINALS, SINKS, TOILETS, TOILET PARTITIONS, FIRE ALARM STROBES AND HORNS, MIRRORS, TOILET DISPENSERS AND ALL OTHER ITEMS SPECIFIED AS PER THE DRAWINGS TO COMPLETE THE STRUCTURE FOR IT TO BE OPERABLE AND USABLE ACCORDING TO CODE. ****** NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTING ALL MAIN ELECTRICAL POWER SYSTEMS TO INCLUDE MAIN DISCONNECT PANELSAS WELL AS SECONDARY PANELS AND THE CONNECTION OF THE MAIN WATER SUPPLY TO THE BUILDING AS WELL AS ANY CONNECTION TO EXISTING PUBLIC SEWAGE SYSTEMS WITHIN THE AREA FOR BOTH THE CONCESSSION AND THE BATHROOM BUILDINGS. 910 S.F. $ $ 10. 11. TOTAL COST OF ITEMS ABOVE $__________________ LUMP SUM COST of Construction for completing Entire project as per construction documents (Drawings and Specifications) Without Add Alternates. $___________________ Confidential 5/30/2016 ADD ALTERNATE ITEMS Item No. Item Description Quantity Unit Price Cost Material & Labor 01. - CONSTRUCT 10FT. WIDE HARDSCAPE SURFACE WALKWAY TO BE MADE OUT OF THE INFUSION OF “BASE SEAL” SOIL STABILIZER INTO SOIL AS SPECIFIED BY MANUFACTURER, AND TOPPED WITH 3” THICK ¾” DIA GRAVELIMBEDDED INTO THE TREATED STABILIZED SOIL AND COMPACTED WITH A VIBRATING ROLLER. - THE 10FT. WIDE HARDSCAPE SHALL BE CONFINED WITH A POURED REINFORCED CONCRETE CURB ON BOTH SIDES OF THE HARDSCAPE WALKWAY, AS NOTED ON THE DRAWINGS. 7,000 S.F. $ $ 02. CHAIN LINK FENCING AROUND RETENTION POND - SUPPLY AND INSTALL 6FT. HIGH HEAVY DUTY CHAINLINK FENCING WITH 2”DIA. VERTICAL POLES EMBEDDED IN CONCRETE BASE AT 10 FT. SPACING WITH 2” DIA. TOP AND BOTTOM RAIL AND ALL BRCKETS AND CONNECTORS AND STRAPS REQUIRED FOR COMPLETE INSTALLATION AS PER DRAWINGS TO ALSO INCLUDE ONE (1) DOUBLE GATE 6FT. WIDE. 350 L.F. $ $ 03. CHAIN LINK FENCING AROUND TRACK - SUPPLY AND INSTALL 6FT. HIGH HEAVY DUTY CHAINLINK FENCING WITH 2”DIA. VERTICAL POLES EMBEDDED IN CONCRETE BASE AT 10 FT. SPACING WITH 2” DIA. TOP AND BOTTOM RAIL AND ALL BRCKETS AND CONNECTORS AND STRAPS REQUIRED FOR COMPLETE INSTALLATION AS PER DRAWINGS TO ALSO INCLUDE FOUR (4) DOUBLE GATES – EACH 6FT. WIDE 1,500 L.F. $ $ 04. CHAIN LINK FENCING DOWELED INTO TOP OF EXISTING RETAINING WALL - CORE DRILL TOP OF RETAINING WALL 12” DEEP SPACED AT 10FT. O.C. (IN AREA AS INDICATED IN THE DRAWINGS) AND INSTALL 2” DIA GALV METAL PIPE 3 FT. HIGH (WITH 2” DIA. BOTTOM AND TOP RAILS WITH ALL BRACKET, STRAPS AND CONNECTORS REQUIRED) AS NOTED IN THE DRAWINGS. 530 L.F. $ $ Confidential 5/30/2016 Item No. Item Description Quantity Unit Price Cost Material & Labor 05. Acquisition and delivery of MUSCO Sports Lighting system ( for the Track ONLY – 6 Towers) as noted on drawings to the site, including ancillary items such as light poles, light fixtures, control boards, panel boxes etc. for an entire operable system L.S. $ $ 06. Installation of MUSCO Sports Lighting system w/ required panels, manual and automatic switches, solar eyes etc. ( for the Track ONLY- 6 Towers) as noted on “adjusted drawings” for an entire operable system installed as per NEC to also include the Items noted below: **NOTE: Contractor to quote most cost effective way of Installation to meet current NEC Code 1) Installation of 1 Pad Mtd. Transformers (300 KVA) located as deemed most appropriate for providing power to the Lighting System and Bathrm. and Concession Bldgs. And any other facilities requiring electrical power in the future 2) Installation of electrical 3” diameter conduit and required high voltage wiring and connectors etc. as well as any other wiring required to connect power to the Lighting System & the 2 other Bldgs. asrequired by NEC and WAPA installation. 3) Installation of any additional poured Reinf. Conc. Splice Vaults and Stub Out Connector Vaults that may be required for full installation of light towers 4) Construction of reinforced concrete block Service Panel Enclosure as noted with reinforced concrete roof and reinforced aluminum 36” x 80” metal door with fixed metal grille – Enclosure to be 10ft. x 6ft. for control of lighting and main disconnect and secondary panels as may be required for the installation of the lighting. ****** NOTE: PORTIONS OF THE ELECTRICAL INFRASTRUCTURE FOR THE TOWER LIGHTING HAS ALREADY BEEN INSTALLED. THEREFORE ANY PORTION OF THE ELECTRICAL INFRASTRUCTURE THAT IS FOUND TO BE ALREADY INSTALLED, FOR WHICH THE CONTRACTOR HAS BEEN ASKED TO BID ON, IN ANY OF THE ABOVE ITEMS, SHALL BE REMOVED FROM THE SCOPE OF WORK WHEN IT HAS BEEN ESTABLISHED THAT THE WORK HAS ALREADY BEEN DONE. THE OWNER SHALL THEN BE CREDITED FOR THE COST OF ANY WORK IN THE CONTRACT THAT WILL NOT HAVE TO BE DONE, FOR THIS PHASE OF THE PROJECT. L.S. 1) 1 pc. 2) 2500 L.F 3) 08 cu yds. 4) 60 S.F. L.S. 1)$ 2)$ 3)$ 4)$ $ 1) $ 2) $ 3) $ 4) $ Confidential 5/30/2016