ME = Department of Property & Procurement EE RIMEN?S Og Government of the United States Virgin Islands a 3274 ESTATE RICHMOND, CHRISTIANSTED, U. S. VIRGIN ISLANDS 00820 ae —— 8201 SUB BASE, SUITE 4, ST. THOMAS, U. S. VIRGIN ISLANDS 00802 ST. CROIX MAIN OFFICE: 340.773.1561 IST. THOMAS MAIN OFFICE: 340.774.0828 ST. CROIX FAX: 340.773.0986 I ST. THOMAS FAX: 340.777.9587 HTTP://DPRVIL.GOV February 8, 2017 AMENDMENT #1 — IFB014DOET17 (C) Repairs to Physical Education Building Roof & Ancillary Areas at Addelita Cancryn Jr. High School in St. Thomas, Virgin Islands. DELETE: Itemized Bid Sheet INSERT: Itemized Bid Sheet #2 ALL OTHER TERMS AND CONDITIONS REMAIN UNCHANGED BIDDERS MUST ACKNOWLEDGE RECEIPT OF THIS AMENDMENT WITH THEIR BID PROPOSAL. ITEMIZED BID SHEET #2 Proposed Rebuilding of the PE Building Roof For: Addelita Cancryn Jr. High School located at: #1 Crown Bay St. Thomas, U.S.V.I. *NOTE: THIS BID SHEET #2 SUPERCEDES THE FIRST BID SHEET ISSUED FOR THE PROJ. 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. weep 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. 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. 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. 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. 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 Cost Unit Material & Item Description Quantity Price Labor 01. | MOBILIZATION COSTS LS. $ $ 02. | GENERAL CONDITION COSTS LS. $ $ Confidential Pagel 10/17/2016 Item No. Item Description Quantity Unit Price Cost Material & Labor PARTIAL DEMOLITION 03. CAREFULLY REMOVE EXISTING CORRUGATED GALVANIZE SHEATHING, ONLY GLULAM MEMBERS AS DEEMED NECESSARY, 3x6 STRUCTURAL T&G MEMBERS,GUTTERING & FASCIA (FOR THE MAIN CENTRAL HIP ROOF AND THE OVERHANG ON THE EAST AND WEST SIDE) AND LEGALLY DISPOSE OF DEMO MATERIAL & PREPARE AREA TO RECEIVE NEW ROOF AND BOND BEAM 1,600 + 700 S.F. = 2,300 S.F. 04. CONTRACTOR TO THEN PROPERLY COVER THE EXISTING AREA WITH A HEAVY DUTY TARP TO PROTECT EXISITNG INTERIOR OF BUILDING AND ANY CONTENTS LEFT INSIDE OF THE AREA, COVERED BY REMOVED ROOF, FROM INCLEMENT WEATHER AND THEFT 1,600 + 700 S.F. = 2,300 S.F. 05. CAREFULLY REMOVE AND LEGALLY DISPOSE OF WOOD FRAMING AND PLYWOOD SHEATHING & SIDING THAT IS COVERING EXISTING REINFORCED CONCRETE FLAT ROOF OVER LOCKER AND SHOWER ROOMS ON THE NORTH AND SOUTH ENDS OF THE BUILDING 1,750 S.F. 06. CONTRACTOR TO THEN PROPERLY COVER THE EXISTING AREA WITH A HEAVY DUTY TARP TO PROTECT WATER FROM INFILTRATING THROUGH THE CRACKS IN THE EXISTING REINFORCED CONCRETE ROOF 1,750 S.F. 07. CONTRACTOR TO CHIP ALL EXTERIOR CRACKS AND LOOSE CONCRETE AREAS ON BOTH EXISTING CONCRETE FLAT ROOFS AND SEAL THEM WITH HYDRAULIC CEMENT OR EPOXY CEMENT MIXED WITH ACRYL60 500 S.F. 08. REMOVE EXISTING SECURITY GRILLE SNAD METAL LOUVER WINDOWS AS WELL WOOD FRAMING AND PLYWOOD SHEATHING BELOW WINDOWS AND SECURE AREA WITH PLYWOOD BARRIER TO PREVENT ACCESS AND ENSURE PROPER SECURITY FOR THE INTERIOR OF THE BUILDING. 300 S-F. 09. CUT BACK 6x13 EXISTING EXTENDED GLULAM (ON WESTERN SIDE OF THE BUILDING) BACK TO THE EXTERIOR FACE OF THE BUILDING AS REQUIRED TO FACILITATE CONSTRUCTION OF THE NEW ROOF AS REQUIRED 20 L.F. 10. CAREFULLY REMOVE ALL EXISTING CEILING LIGHTS, ELECTRICAL WIRING AND CONDUITS AND OTHER RELATED ITEMS OF THE BUILDING THAT WILL BE IMPACTED BY THE PARTIAL ROOF DEMOLITION AND SECURELY STORE THEM FOR POSSIBLE REINSTALLATION LS. NEW MAIN CENTER HIP AND SHED ROOFS ON EAST AND WEST CONSTRUCTION rH. CONSTRUCT NEW POURED REINFORCED PERIMETER BOND BEAM 8” Wx 3.5°H (FOR MAIN CENTRAL ROOF AREA AS INDICATED PER DRAWING) AS WELL AS THE NEW REINFORCED BOND BEAM (ON THE EASTERN AND WESTERN SIDE OF THE BUILDING) ABOVE THE NEW WINDOWS AND ENTRY GATES OPENINGS 24 Cu. Yds. $ 12. CONSTRUCT NEW HIP ROOF OF 24GAGUE COLORED CORRUGATED ROOF SHEATHING (TO MATCH SCHOOL EXISTING COLOR) ON 2x4 PURLINS @24” O.C. ON 5/8 T-111 SHEATHING ON 3x6 RAFTERS AND 3x8 MAIN RIFGE RAFTERS WITH 2x12 FASCIA BOARDS AND GUTTERING AND DOWN SPOUTS AS INDICATED ON THE DRAWINGS - WD CEILING TO BE PAINTED WITH 2 COATS OF EXTERIOR HIGH GLOSS OAK STAIN 1,300 S.F. 13. CONSTRUCT NEW REINFORCED POURED BOND BEAMS FOR THE SHED ROOFS ON THE EAST AND WESTERN SIDE OF THE NEW MAIN HIP ROOF 5 Cu. Yds. Confidential Page 2 10/17/2016 Item No. Item Description Quantity Unit Price Cost Material & Labor 14. CONSTRUCT 2 NEW SHED ROOF ON THE EAST AND WEST SIDE OF MAIN HIP ROOF OF 24GAGUE COLORED CORRUGATED ROOF SHEATHING (TO MATCH SCHOOL EXISTING COLOR) ON 2x4 PURLINS @24” O.C. ON 5/8 T-111 SHEATHING ON 3x6 RAFTERS WITH 2x8 FASCIA BOARDS AND GUTTERING AND DOWN SPOUTS AS INDICATED ON THE DRAWINGS - WD CEILING TO BE PAINTED WITH 2 COATS OF EXTERIOR HIGH GLOSS OAK STAIN 650 S.F. 15. CONSTRUCTION OF 10” DIA. POURED REINFORCED CONC. COLUMN 9Ft. HIGH WITH 2°x2’x1” REINFORCED FTNG (THAT WILL SUPPORT THE BOND BEAMS FOR THE SHED ROOF NOTED ABOVE IN ITEM #14 4Cu. Yds. 16. CONSTRUCT NEW POURED REINFORCED CONCRETE BEAMS No.5 AND POURED REINFORCED CONC. COL. No.6 (BETWEEN NEW METAL LOUVER WINDOWS) 6 Cu. Yds. LZ: INSTALL NEW 3°Wx4’H SECURITY METAL LOUVRE WINDOWS (WITH METAL BARS IN EACH LEAF) AS WELL AS THE 3Ft. HIGH REINF. 6” BLOCK ENCLOSURE BELOW EACH WINDOW 8 Pes. 18. REMOVE EXISTING 10°x7’ EXISTING DOUBLE METAL GATE REFURBISH AND REINSTALL AFTER NEW HIP ROOF IS CONSTRUCTED 2 Pes. 18. REFURBISH EXISTING IRON SECURITY GRATINGS ON THE EXTERIOR OF WINDOWS AND REINSTALL AFTER NEW WINDOWS HAVE BEEN INSTALLED 4 Pes.. 20. REINSTALL EXISTING LIGHT FIXTURES SWITCHES, ELECTRICAL WIRES AND CONDUITS ETC. (THAT WERE REMOVED TO FACILITATE DEMOLITION OF THE ROOFS) TO FULLY ENABLE ALL LIGHT FIXTURES & ELELCTRICAL SYSTEMS THAT WERE WORKING BEFORE TO AGAI WORK PROPERLY (WITH THE INCLUSION OF AN ADDED ALLOWANCE OF COST OF 35% FOR NEW MATERIALS INCLUDED TO REPLACE EXISTING MATERIALS THAT CANNOT BE REUSED IN THR REINSTALLATION) LS. zi; EXTENSION OF INTERIOR WALLS (AFTER CONSTRUCTION OF NEW CENTRAL HIP ROOF) IN MAIN EXTRY/EXIT AREA, OFFICES AND EQUIPMENT STORAGE ROOMS - SIMILAR TO DETAIL #09 ON SHT. 8-03 1,050 S.F. he SUPPLY AND INSTALL NEW EXTERIOR LIGHTS IN EAST AND WEST OVER HANG AREAS AS NOTED AND SPECIFIED ON THE DRAWINGS 6 Pcs. eae REPLACE DAMAGED AND MISSING WALL TILES IN GIRLS LOCKER/SHOWER ROOM TO MATCH EXISTING TILES 150 S.F. 24. LS. Confidential TOTAL COST OF ITEMS ABOVE $ LUMP SUM COST of Construction for completing Entire project as per construction documents (Drawings and Specifications) Without Add Alternates. Page 3 10/17/2016 ADD ALTERNATE ITEMS Item No. Item Description Quantity Unit Price Cost Material & Labor 01. REMOVE EXISTING 10°x7’ EXISTING DOUBLE METAL GATE AND PREPARE AREAA TO RECEIVE NEW 2x2 HOLLOW TUBING METAL GATE WITH LOCK HASP 2 Pes. 02. ACQUIRE NEW FABRICATED 10°x7’ HOLLOW TUBING DOUBLE GATE AND INSTALL AS NOTED ON DRAWINGS AND SUPPLY COMMERCIAL PAD LOCKS FOR THE GATE 2 Pes. 03. CUT OFF 6” OF EXISTING 3x6 ROTTEN WOOD RAFTER ENDS FOR EXISTING SLOPED SHED WALKWAY ROOF AND PREPARE TO RECEIVE NEW 2x8 WOOD FASCIA BOARD LS. 04. REMOVE ANY EXISTING ROTTEN PLYWOOD ON EXISTING WALKWAY ROOF COVER AND REPLACE WITH NEW TREATED PLYWOOD TO MATCH EXISTING AND SEAL ALL JOINTS WITH VULKEM CAULKING SEAL 160 S.F. 05. AFTER CHANGING ROTTEN PLYWOOD FROM WALKWAY ROOF COVER, SAND EXISTING FINISH TO PREPARE ROOF TO RECEIVE 3 PHASE VULKEM APPLICATION TO THE PLYWD ON THE ROOF. 450 S.F. 06. INSTALL NEW 2x8 WOOD FASCIA ON SOUTH SIDE OF WALKWAY ROOF COVER AND INSTALL HEAVY DUTY 6” GUTTERING AND A 3” DIA. DN. SPOUT ON EASTERN SIDE OF GUTTER. 24 L.F. NEW ROOF CONSTRUCTION OVER LOCKER ROOMS — CONCEPT #1 07. CONSTRUCTION OF NEW HIP ROOF OF 24GAGUE COLORED CORRUGATED ROOF SHEATHING (TO MATCH SCHOOL EXISTING COLOR) ON 2x4 PURLINS @24” O.C. ON 5/8 T-111 SHEATHING ON 3x6 RAFTERS & 3x8 MAIN RIDGE RAFTERS WITH 3x8 PERIMETER WOOD PLATE, 2x8 FASCIA BOARDS AND GUTTERING AND DOWN SPOUTS w/ SPLASH BLOCKS AS INDICATED ON THE DRAWINGS 2,400 S.F. 08. CONSTRUCT NEW HYBRID COLUMN #07 ATTACHED TO EXISITING WALLS IN LOCKER/SHOWER ROOMS, (UP TO CEILING AND ABOVE EXTERIOR SIDE OF EXISTING CONCRETE FLAT ROOF) TO SUPPORT NEW 3x8 RIDGE RAFTERS OF NEW TRUNCATED HIP ROOP. 5 Cu. Yds. NEW ROOF CONSTRUCTION OVER LOCKER ROOMS —- CONCEPT #3 09. POURING OF NEW .4 inl2 SLOPED FIBER HAIR REINFORCED CONCRETE CAPPING ON PREPARED EXISTING CONCRETE FLAT ROOFS TO ALSO INCLUDE INSTALLATION OF 2x8 FASCIA BOARD, 6” HEAVYDUTY GUTTERING WITH DOWN SPOUTS AND SPLASH BLOCK AS NOTED ON THE DRAWINGS. - - CAPPING TO BE CURED AND THEN SEALED WITH 3 PHASE APPLICATION OF VULKEM MEMBRANE 2,000 S.F. NEW ROOF CONSTRUCTION OVER LOCKER ROOMS — CONCEPT #2 10. CONSTRUCT 2 NEW SHED ROOF ON THE NORTH AND SOUTH SIDE OF MAIN HIP ROOF OF 24GAGUE COLORED CORRUGATED ROOF SHEATHING (TO MATCH SCHOOL EXISTING COLOR) ON 2x4 PURLINS @24” O.C. ON 5/8 T-111 SHEATHING ON 3x8 RAFTERS, CONNECTED TO NEW 3x8 PLATE, WITH 2x12 FASCIA BOARDS AND GUTTERING AND DOWN SPOUTS AS INDICATED ON THE DRAWINGS 2,000 S.F. Confidential Page 4 10/17/2016 Item No. Item Description Quantity Unit Price Cost Material & Labor 1. FILL IN EASTERN AND WESTERN TRIANGULAR OPENING OF THE SHED ROOF WITH 6” REINFORCED BLOCK ENCLOSURE 100 S.F. NEW LIGHT FIXTURES Pi. SUPPLY ALL REQUIRED MATERIALS & EQUIPMENT AND INSTALL NEW MAX LITE LED T-8 HIGH BAY SUSPENDED LIGHT FIXTURES AS NOTED AND SPECIFIED ON THE DRAWING 17 Pes. EXISTING BASKETBALL COURT RENOVATION 13. SUPPLY ALL REQUIRED MATERIALS & EQUIPMENT AND INSTALL NEW MAX LITE LSV SEALED MR MOTION SENSOR ACTIVATED SURFACE MOUNTED LIGHT FIXTURES IN THE SHOWER/LOCKER ROOM AREA 20 Pes. 14. CLEAN AND PREPARE EXISTING BASKET BALL COURT SURFACE AS PER MAUFACTURER SPECIFICATIONS AND APPLY NEW ACRYLOFLEX SURFACE MATERIAL OR APPROVED EQUAL AND REMARK BASKETBALL COURT AS PER REGULATION BASKET BALL COURT SPECIFICATIONS 6,000 S.F. 15. a.) CONTRACTOR SHALL PURCHASE, SUPPLY AND INSTALL NEW CLEARSPAN 65°W x 100°L GABLE HD BUILDING OVER EXISTING BASKETBALL COURT AS NOTED ON PLANS. b.) CONTRACTOR SHALL ANCHOR AND STRUCTURALLY SECURE THE BUILDING FRAME TO THE GROUND WITH STRUCTURAL HELICAL ANCHORS SUPPLIED BY THE MANUFACTURER CLEARSPAN AND INSTALL NEW UV RIPSTOP POLYETHELENE COVER OVER THE METAL FRAME STRUCTURE 6,500 S.F. L.S. 16. a.) CONTRACTOR SHALL PURCHASE, SUPPLY AND INSTALL NEW CLEARSPAN 65°W x 100°L GABLE HD BUILDING OVER EXISTING BASKETBALL COURT AS NOTED ON PLANS AND INSTALL NEW UV RIPSTOP POLYETHELENE COVER OVER THE METAL FRAME STRUCTURE. b.) CONTRACTOR SHALL ANCHOR AND STRUCTURALLY SECURE THE BUILDING FRAME TO 3’H x 2’W REINFORCED FOUNDATION FOOTINGS 6,500 S.F. 90 Cu. Yds. 17. CONTRACTOR SHALL CONSTRUCT ALTERNATE STRUCTURAL POURED CONCRETE PIERS 2.5Ft x 2.5Ft x 6Ft. DEEP with 4/ #5’s VERTICAL AND #3 TIES SPACED @ 6” O.C. ANCHOR STRUCTURAL METAL FRAMES OF THE BASKETBALL COURT COVER. 12 Pes. Or 18 Cu. Yds. 18. LS. 19. L.S. 20. LS: PA LS. Confidential Page 5 10/17/2016