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FINAL CONSTRUCTION REPORT PROJECT VI 30(38) St. Thomas, Virgin Islands INDEX PAGE I. PROJECT DESCRIPTION……………………….………..…… 1 II. PROJECT DATA……………………………………....……..… 2-4 III. CONSTRUCTION..………………………….………....….….... 4-9 IV. CONSTRUCTION ENGINEERING..……………….....…….... 9 V. APPENDIX: Title Sheet/Location Map…………………………………..….... 10-11 Typical Sections…………………………….…………………… 12-13 Tabulation of Bids……………………………………….……… 14-28 Final Voucher Assembly Final Voucher and Claims Release……………..…..…… 29-30 Letter of Acceptance from Client……………….….…… 31 Letter of Acceptance from FHWA……………….…...… 32 Materials Certification………….…….……...………….. 33 Final Estimate…………….……..….…….……………… 34-42 Project Photos………………………………….…….…….……. 43-49 FINAL CONSTRUCTION REPORT PROJECT VI 30(38) UNIVERSITY OF THE VIRGIN ISLANDS SIDEWALK I) PROJECT DESCRIPTION A) Project Number – Project VI 30(38), was located in St. Thomas, USVI, along Julian Jackson Drive approaching the University of the Virgin Islands (UVI) St. Thomas Campus. B) Description of Work – This project consisted of construction of concrete sidewalk along Julian Jackson Drive, permanent signing, pavement markings, timber handicap access ramp, rockery retaining wall, utility relocation, and other miscellaneous work. C) Environmental Considerations – National Environmental Policy Act (NEPA) Compliance: A Categorical Exclusion under 23 CFR Chapter 1 771.117(d) (1&3),was prepared and signed by Federal Highway Administration on August 23, 2008. SHPO – 106 Concurrence: By letter dated September 5, 2008, the Virgin Islands State Historic Preservation Office determined that there were no known cultural resources within the proposed project area protected under the requirements of Section 106 of the National Historic Preservation Act. FWS Section 7 Concurrence (endangered Species): By stamp dated June 14, 2004, the U.S. Fish and Wildlife Service and St. Thomas, U.S. Virgin Islands National Marine Fisheries Service (NMFS) concurred that there were no known adverse affects anticipated on resources protected by the Endangered Species Act of 1973. The Department of Planning and Natural Resources (DPNR) of the US Virgin Islands issued a Building and an Earth Change Permit for the project. Building Permit No. 082- 09 was issued by the Division of Permits on December 19, 2008, to the VI Government Department of Public Works (VIDPW). Earth Change Permit STT-025-09 was issued by the Division of Environmental Protection and was signed December 12, 2009, to the VIDPW. 1 II) PROJECT DATA A) Specifications – Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-03 (US Customary Units). B) Termini – Julian Jackson Drive: Station 663+27.81 to 703+11.81 Loop: Station 400+00 to 405+90.70 C) Length – Julian Jackson Drive: 7,329.30 feet Loop: 590.70 feet Total Length: 7,920.00 feet (1.5 miles) D) Width – Julian Jackson Drive: Sidewalk on the north side of the roadway from station 665+63R to 698+37R was constructed 5 feet wide. Sidewalk on the south side of the roadway from station 668+38L to 703+12L was constructed 4 feet wide. E) Pavement Structure – None F) Structures – None G) Contract Number and Date – DTFH71-09-C-00017 – June 26, 2009 H) Contracting Officers – Melisa L. Ridenour Division Engineer Donald W. Miller Director, Project Delivery Wanda A. Peffer Contracting Officer Thomas J. Scott Jr. Construction Engineer Zaki M. Saad Construction Operations Engineer (June 26, 2009 to February 15, 2010) Jameel Siddiqi Construction Operations Engineer (February 15, 2010 to completion) 2 I) Contract Bid Amount – $987,585.00 J) Engineer’s Estimate – $1,000,000.00 K) Final Contract Amount – $1,377,273.17 L) Contract Time – Award Date: June 26, 2009 Notice to Proceed: August 3, 2009 Original Completion date: January 29, 2010 Authorized Extension: 304 Days Revised Completion Date: November 29, 2010 Date Substantially Complete: November 29, 2010 Date All Work Complete: December 31, 2010 Liquidated Damages: None M) Contractor – GEC, LLC P.O. BOX 1656 Kingshill, VI 00851 N) Subcontractors – VI Equipment Rental P.O. BOX 9560 St. Thomas, VI 00801 Erosion Control Devices $354,247.50 Mills Electric, Inc. P.O. BOX 502038 St. Thomas, VI 00805 Repairs to the STT Airport’s Control Tower Power Line $10,739.44 Matric Enterprise, Inc. Small Business Concern (SBC) P.O. Box 304930 Disadvantaged Business Enterprise (DBE) St. Thomas, VI 00803 Concrete Work $78,300.00 O) Construction Engineering Costs – EFLHD PE Costs: $181,429.66 EFLHD CE Costs: $211,424.01 Total Costs: $392,853.67 3 Percent of Final Contract Amount: 28.5 P) Maintaining Agency – University of the Virgin Islands and the Virgin Islands Department of Public Works. III) CONSTRUCTION A) Materials – Item No. 20420-0000: Embankment Construction Item No. 20803-0000: Structural Backfill Item No. 61501-0100: Sidewalk, Concrete (Bed Course) Supplier: Heavy Materials LLC 6099 Estate Mariendahl St. Thomas, VI 00802 Material: HMLLC STT 1” Crusher Run Approved Job Mix Design: Sieves (ASTM) Weight Retained (grams) % Retained Individual % Retained Cumulative % Passing 2.5 in 0 0 0 100 2.0 in 0 0 0 100 1.5 in 0 0 0 100 1.0 in 0 0 0 100 0.5 in 1650 12 12 88 No. 4 6200 45 57 43 No. 40 4480 33 90 10 No. 200 970 7 97 3 Pan 380 3 100 0 Wet Weight: 13,880 grams Dry Weight: 13,690 grams Moisture Content: 1.38 Fines Modulus: 2.57 4 Item No. 55201-0200: Structural Concrete, Class A (AE) (Stairs) Item No. 60801-0400: Paved Waterway, Type 4 Item No. 60901-0000: Curb, Concrete Item No. 60902-0000: Curb and Gutter, Concrete 18-Inch Item No. 61501-0100: Sidewalk, Concrete Item No. 61502-1000: Accessibility Ramp, Concrete Class of Concrete: A (AE) Supplier: St. Thomas Concrete - St. Thomas Plant 6098 Estate Mariendahl St. Thomas, VI 00802 Mix Requirements: Minimum Strength – 4000 pounds per square inch (psi) in 28 days Minimum Cement Content – 611 pounds per cubic yard (pcy) Maximum Water/Cement Ratio – 0.49 Maximum Slump – 5 inches Minimum Air Content – 4.0 percent Portland Cement: Caricement 638 pcy Holcim Cement 632 – 644 pcy Puerto Cumarebo, Venezuela Fine Aggregate No. 1: Fine Sand 490 pcy Agros, Colombia 480 – 500 pcy Fine Aggregate No. 2: Coarse Sand 1220 pcy Brookman Quarry 1196 – 1244 pcy St. Thomas, Virgin Islands Course Aggregate No. 1: No. 56 Crushed Stone 1300 pcy Brookman Quarry 1274 – 1326 pcy St. Thomas, Virgin Islands Course Aggregate No. 2: No. 8 Crushed Stone 105 pcy Brookman Quarry 103 – 107 pcy St. Thomas, Virgin Islands Water: Brookman Quarry 266 pcy 263 – 269 pcy Air Entrainment: MB AE 90 1 oz/cwt BASF (Masterbuilders) 0.97 – 1.03 oz/cwt Cleveland, Ohio 5 Water Reducer: Polyheed 774R 7 oz/cwt BASF (Masterbuilders) 6.70 – 7.21 oz/cwt Cleveland, Ohio Average Test Results: Slump = 4.73 inches Air content = 3.98 percent Temperature = 86.38º F 28-day cylinder breaks = 4226.7 psi B) Experimental or New Features – None C) Changes and Problems – 1) Changes Contract Modification (CM) No. 0001 was a bilateral CM issued to change the elevation of the sidewalk from at grade with the roadway to 6 inches above it. This change was requested by the VIDPW as a safety concern. Drainage structures such as 18-inch concrete curb and gutter and catch basins were added to the contract due to the new drainage necessities that the area would have after raising the elevation of the sidewalk. Structural fill and embankment construction items were added to raise the elevation of the sidewalk as needed. Additional quantities for items such as saw cutting, 18-inch reinforced concrete pipes, concrete curbs, concrete accessibility ramps and a junction box were added to the contract to adjust the project to the new elevation of the sidewalk. After a field inspection of the area, EFL noticed that a substantial amount of the existing curb was damaged and it was in the interest of the project to replace it. Additional amounts for removal of curb and concrete curb were added to the contract in order to solve this issue. In order to safeguard public safety at Brewer’s Beach, the VIDPW requested EFL to install a rail between the riprap class 4 and the sidewalk in this area. VIDPW was concerned with pedestrians trying to cross towards the beach area through the riprap instead of the designated access points. A new item, Aluminum Bridge Railing, was created for this purpose. Net contract increase = $484,000.00 Contract time increase = 45 calendar days CM No. 0002 was a bilateral CM issued primarily to address overruns and underruns in the contract due to raising the elevation of the sidewalk. In addition, new items were incorporated into the contract in order to properly address the drainage in the project. These items included an end section for the 18-inch RCP, a manhole (including frame and cover) and hot asphalt concrete pavement. 6 Per VIDPW’s request, a pay item for treated timber stairs was created to provide adequate access to Brewer’s Beach that was overlooked in the original design. The original plan only provided one entrance to the beach across the installed riprap. In order to provide additional access points, two staircases were added at each end of the riprap. Net contract decrease = -$2.24 Contract time increase = 60 calendar days CM No. 0003 was a unilateral CM issued to stop work on the contract due to lack of available funding. (The U.S. Government was in furlough status) No change in contract amount. No change in contract time. CM No. 0004 was a unilateral CM issued to lift the stop work order issued with CM No. 003. The contractor was directed to propose a equitable settlement for costs and issues that rose due to the stop work order. No change in contract amount. No change in contract time. CM No. 0005 was a bilateral CM that created a new pay item for the repair of the St. Thomas Airport’s control tower power line. The contractor damaged the power line while he was excavating to place sidewalk. The power line had not been installed per code, thus the contractor was unaware of its existence. Underruns of the silt fence, riprap class 4 and the rockery wall were used to fund this work. Net contract decrease = -$255.15 Contract time increase = 61 calendar days CM No. 0006 was issued to adjust the quantity of existing items and to create four new Contract Modification items, for contractor remobilization, paining of beach access ramps, steel plat ramps over paved waterway, and planting of new bushes as requested by the Virgin Islands Department of Public Works. This CM also extended the contract completion date to November 26, 2010. No change in contract amount. Contract time increase = 138 calendar days CM No. 0007 adjusted the final quantities to match existing field conditions or that varied form the Original Engineer’s Estimate. Net contract decrease = -$94,054.44 No change in contract time. Significant Overruns and Underruns Item 15705-0100: Soil Erosion Control (SEC), Silt Fence underran by 9.1 percent due to adjustments made to match existing field conditions. Item 15705-1700: SEC, Filter Berm underran by 17 percent due to adjustments made to match existing field conditions. 7 Item 20101-0000: Clearing and Grubbing underran by 29.5 percent due to adjustments made as consequence of the addition of drainage structures to the project. Item 20302-0200: Removal of Curb overran by 1283.55 percent due to the need to replace existing curb that was damaged and was not addressed in the plans. Item 20303-0300: Removal of Concrete (Stair Landing) overran by 134.7 percent due to adjustments made to match existing field conditions. Item 20303-1600: Removal of Pavement, Asphalt overran by 193.6 percent in order to place curb and gutter with minimum disturbance to the road’s appearance. Item 20315-0000: Sawcutting Pavement overran by 3783.86 percent in order to place curb and gutter with minimum disturbance to the road’s appearance. Item 20401-0000: Roadway Excavation underran by 34.1 percent due to the decreased need of excavation as a result of raising the elevation of the sidewalk. Item 25210-0000: Rockery (Wall) underran by 18.9 percent due to adjustments to match existing field conditions. Item 41702-0000: Minor Cold Asphalt Mix underran 41.32 percent due to existing field conditions. Item 55201-0200: Structural Concrete, Class A(AE)(Stairs) underran 27 percent due to adjustments made to match existing field conditions. Item 60201-0600: 18-inch Pipe Culvert overran by 3666.67 percent in order to find an outlet for the drainage system as a result of raising the sidewalk 6 inches above it. Item 60801-0400: Paved Waterway, Type 4 overran by 858.4 percent due changes made to raise the elevation of the sidewalk. Item 60901-0000: Curb, Concrete, overran by 965.5 percent for two reasons. The need to replace existing curb due to its dangerous condition which was not addressed in the plans and additional curb was required to raise the elevation of the sidewalk adjacent to the paved waterway that was part of the new drainage system. Item 61501-0100: Sidewalk, Concrete, underran by 8.5 percent because of segments of the sidewalk were eliminated per the request of VIDPW. 61505-1000: Accessibility Ramp, Concrete, overran by 225 percent in order to make the sidewalk accessible for people with disabilities as a result of raising the sidewalk 6” above the roadway elevation. 8 62401-0100: Furnishing and Placing Topsoil, 2-Inch Depth, underran by 42.6 percent because the buffer area between the roadway and the sidewalk was no longer required after the curb and gutter were added to the project. Item 62501-0000: Turf Establishment underran by 43.67 percent because the buffer area between the roadway and the sidewalk was no longer required after the curb and gutter were added to the project. Item 62901-1100: Rolled Erosion Control Product, type 4, underran 61.21 percent due to adjustments to match existing field conditions. Item 63304-0900: Sign, Aluminum Panels type 3 Sheeting, overran by 19 percent to provide signage for the implementation of new accessibility measures. 2. Problems The main problem presented on the project was the sidewalk on the original plans was to be built at the same elevation as the roadway. This represented a safety issue as there was no buffer area between the roadway and the sidewalk. The VIDPW requested the sidewalk to be elevated 6 inches above the roadway. These changes created the need for construction of new concrete curb and gutter throughout the project and subsequently a need to address the storm water discharge. A new survey of the area was necessary and a new design for the drainage within the project. D) Recommendations – Plans should be reviewed in depth by the client prior to construction. E) Claims – None IV) CONSTRUCTION ENGINEERING A) Project Personnel – Jose L. David, Project Engineer/COTR (September 18, 2009 to December 31st, 2010) Timothy M. Brown, Project Engineer/COTR (June 26, 2009 to September 18, 2009) Victor A. Carreras Calderon, Assistant Project Engineer B) Contract Inspection – None C) Other Contacts – Marilyn Holmes, Construction Program Coordinator, VIDPW Charles Martin, Physical Plant Director, UVI D) Partnering – Informal partnering was successfully implemented on this project and a good relationship was maintained between all partners. 9 10 11 12 13 T A B U L A T I O N O F B I D S Project No.: Project Name: VI 30(38) UNIVERSITY OF VIRGIN ISLANDS SIDEWALK Contractor Responsive Bid Amount State: County: Opened at: By: Date: VI ST THOMAS VIRGIN ISLANDS DEPARTMENT OF PUBLIC St. Thomas, VI P. Schaad 06/04/2009 Signed: Peggy Schaad Title: Contract Specialist Date: 06/4/09 Contract Awarded to: GEC, LLC Date: 06/26/09 I certify that this Bid Tabulation accurately reflects the bids received and publicly opened for this solicitation. Bid Schedule A GEC, LLC 13 F Bethlehem P. O. Box 1656 Kingshill, VI 00851 987,585.00 F&M Contractors, Inc. 260 Coll & Toste St San Juan, PR 00918 1,146,713.00 Custom Builders 4028 Anna's Retreat St. Thomas, VI 00802 1,463,188.67 FourStar Construction, LLC P. O. Box 301792 St. Thomas, VI 00803 No 1,489,945.00 ( ) Island Roads corporation 6501 Red Hook Plaza Suite 201 St. Thomas, VI 00802 1,493,800.00 Tip Top Construction P. O. Box 24933 GBS 5064 Mt. Welcome Christiansted, St. C, VI 00824 No 2,169,150.00 ( ) Engineer's Estimate 1,795,000.00 14 T A B U L A T I O N O F B I D S Project No.: Project Name: VI 30(38) UNIVERSITY OF VIRGIN ISLANDS SIDEWALK Date: 06/09/09 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule A 15101-0000 LPSM MOBILIZATION GEC, LLC ALL 40,000.00 40,000.00 F&M Contractors, Inc. 120,000.00 120,000.00 Custom Builders 147,304.00 147,304.00 FourStar Construction, LLC 135,000.00 135,000.00 Island Roads corporation 149,750.00 149,750.00 Tip Top Construction 277,550.00 277,550.00 ENGINEER'S ESTIMATE 203,010.00 203,010.00 15201-0000 LPSM CONSTRUCTION SURVEY AND STAKING GEC, LLC ALL 12,000.00 12,000.00 F&M Contractors, Inc. 28,000.00 28,000.00 Custom Builders 14,730.00 14,730.00 FourStar Construction, LLC 10,000.00 10,000.00 Island Roads corporation 50,000.00 50,000.00 Tip Top Construction 42,000.00 42,000.00 ENGINEER'S ESTIMATE 35,000.00 35,000.00 15401-0000 LPSM CONTRACTOR TESTING GEC, LLC ALL 24,000.00 24,000.00 F&M Contractors, Inc. 14,000.00 14,000.00 Custom Builders 41,245.00 41,245.00 FourStar Construction, LLC 6,000.00 6,000.00 Island Roads corporation 50,000.00 50,000.00 Tip Top Construction 20,000.00 20,000.00 ENGINEER'S ESTIMATE 30,000.00 30,000.00 15705-0100 LNFT SOIL EROSION CONTROL, SILT FENCE GEC, LLC 4,025 27.00 108,675.00 F&M Contractors, Inc. 8.00 32,200.00 Custom Builders 16.20 65,205.00 FourStar Construction, LLC 8.00 32,200.00 Island Roads corporation 5.00 20,125.00 Tip Top Construction 15.00 60,375.00 ENGINEER'S ESTIMATE 20.00 80,500.00 15705-1700 LNFT SOIL EROSION CONTROL, FILTER BERM GEC, LLC 380 33.75 12,825.00 F&M Contractors, Inc. 50.00 19,000.00 Custom Builders 20.62 7,835.60 FourStar Construction, LLC 18.00 6,840.00 Island Roads corporation 30.00 11,400.00 Tip Top Construction 20.00 7,600.00 ENGINEER'S ESTIMATE 10.50 3,990.00 15 T A B U L A T I O N O F B I D S Project No.: Project Name: VI 30(38) UNIVERSITY OF VIRGIN ISLANDS SIDEWALK Date: 06/09/09 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule A 15706-0200 EACH SOIL EROSION CONTROL, CHECK DAM GEC, LLC 6 340.00 2,040.00 F&M Contractors, Inc. 400.00 2,400.00 Custom Builders 368.17 2,209.02 FourStar Construction, LLC 800.00 4,800.00 Island Roads corporation 250.00 1,500.00 Tip Top Construction 1,500.00 9,000.00 ENGINEER'S ESTIMATE 650.00 3,900.00 15706-1100 EACH SOIL EROSION CONTROL, INLET PROTECTION TYPE A GEC, LLC 1 475.00 475.00 F&M Contractors, Inc. 500.00 500.00 Custom Builders 1,105.00 1,105.00 FourStar Construction, LLC 3,500.00 3,500.00 Island Roads corporation 250.00 250.00 Tip Top Construction 1,500.00 1,500.00 ENGINEER'S ESTIMATE 2,300.00 2,300.00 15706-1300 EACH SOIL EROSION CONTROL, INLET PROTECTION TYPE C GEC, LLC 3 540.00 1,620.00 F&M Contractors, Inc. 400.00 1,200.00 Custom Builders 1,104.00 3,312.00 FourStar Construction, LLC 1,200.00 3,600.00 Island Roads corporation 250.00 750.00 Tip Top Construction 900.00 2,700.00 ENGINEER'S ESTIMATE 2,000.00 6,000.00 20101-0000 ACRE CLEARING AND GRUBBING GEC, LLC 1.2 16,875.00 20,250.00 F&M Contractors, Inc. 8,000.00 9,600.00 Custom Builders 7,365.00 8,838.00 FourStar Construction, LLC 3,000.00 3,600.00 Island Roads corporation 20,000.00 24,000.00 Tip Top Construction 10,000.00 12,000.00 ENGINEER'S ESTIMATE 12,000.00 14,400.00 20301-0100 EACH REMOVAL OF BOLLARD GEC, LLC 4 350.00 1,400.00 F&M Contractors, Inc. 250.00 1,000.00 Custom Builders 294.50 1,178.00 FourStar Construction, LLC 200.00 800.00 Island Roads corporation 200.00 800.00 Tip Top Construction 400.00 1,600.00 ENGINEER'S ESTIMATE 1,725.00 6,900.00 16 T A B U L A T I O N O F B I D S Project No.: Project Name: VI 30(38) UNIVERSITY OF VIRGIN ISLANDS SIDEWALK Date: 06/09/09 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule A 20301-1000 EACH REMOVAL OF FRAME AND GRATE GEC, LLC 1 500.00 500.00 F&M Contractors, Inc. 800.00 800.00 Custom Builders 736.00 736.00 FourStar Construction, LLC 2,000.00 2,000.00 Island Roads corporation 300.00 300.00 Tip Top Construction 1,200.00 1,200.00 ENGINEER'S ESTIMATE 350.00 350.00 20301-2400 EACH REMOVAL OF SIGN GEC, LLC 15 75.00 1,125.00 F&M Contractors, Inc. 500.00 7,500.00 Custom Builders 294.60 4,419.00 FourStar Construction, LLC 300.00 4,500.00 Island Roads corporation 300.00 4,500.00 Tip Top Construction 200.00 3,000.00 ENGINEER'S ESTIMATE 280.00 4,200.00 20301-2700 EACH REMOVAL OF STRUCTURE (BUS SHELTER) GEC, LLC 1 6,750.00 6,750.00 F&M Contractors, Inc. 600.00 600.00 Custom Builders 7,218.00 7,218.00 FourStar Construction, LLC 4,000.00 4,000.00 Island Roads corporation 5,000.00 5,000.00 Tip Top Construction 2,200.00 2,200.00 ENGINEER'S ESTIMATE 5,000.00 5,000.00 20302-0200 LNFT REMOVAL OF CURB GEC, LLC 40 60.00 2,400.00 F&M Contractors, Inc. 50.00 2,000.00 Custom Builders 29.45 1,178.00 FourStar Construction, LLC 50.00 2,000.00 Island Roads corporation 25.00 1,000.00 Tip Top Construction 50.00 2,000.00 ENGINEER'S ESTIMATE 15.00 600.00 20302-2600 LNFT REMOVAL OF PAVEMENT MARKINGS GEC, LLC 300 10.00 3,000.00 F&M Contractors, Inc. 4.00 1,200.00 Custom Builders 11.78 3,534.00 FourStar Construction, LLC 20.00 6,000.00 Island Roads corporation 10.00 3,000.00 Tip Top Construction 12.00 3,600.00 ENGINEER'S ESTIMATE 5.00 1,500.00 17 T A B U L A T I O N O F B I D S Project No.: Project Name: VI 30(38) UNIVERSITY OF VIRGIN ISLANDS SIDEWALK Date: 06/09/09 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule A 20303-0300 SQYD REMOVAL OF CONCRETE (STAIR LANDING) GEC, LLC 5 400.00 2,000.00 F&M Contractors, Inc. 300.00 1,500.00 Custom Builders 442.00 2,210.00 FourStar Construction, LLC 350.00 1,750.00 Island Roads corporation 150.00 750.00 Tip Top Construction 400.00 2,000.00 ENGINEER'S ESTIMATE 200.00 1,000.00 20303-1400 SQYD REMOVAL OF PAVED WATERWAY, CONCRETE GEC, LLC 15 200.00 3,000.00 F&M Contractors, Inc. 95.00 1,425.00 Custom Builders 118.00 1,770.00 FourStar Construction, LLC 75.00 1,125.00 Island Roads corporation 50.00 750.00 Tip Top Construction 50.00 750.00 ENGINEER'S ESTIMATE 230.00 3,450.00 20303-1600 SQYD REMOVAL OF PAVEMENT, ASPHALT GEC, LLC 70 100.00 7,000.00 F&M Contractors, Inc. 60.00 4,200.00 Custom Builders 29.43 2,060.10 FourStar Construction, LLC 60.00 4,200.00 Island Roads corporation 25.00 1,750.00 Tip Top Construction 20.00 1,400.00 ENGINEER'S ESTIMATE 25.00 1,750.00 20304-7000 LPSM REMOVAL OF UTILITY CONDUITS GEC, LLC ALL 1,000.00 1,000.00 F&M Contractors, Inc. 2,500.00 2,500.00 Custom Builders 885.00 885.00 FourStar Construction, LLC 20,000.00 20,000.00 Island Roads corporation 5,000.00 5,000.00 Tip Top Construction 8,500.00 8,500.00 ENGINEER'S ESTIMATE 1,300.00 1,300.00 20315-0000 LNFT SAWCUTTING PAVEMENT GEC, LLC 70 15.00 1,050.00 F&M Contractors, Inc. 30.00 2,100.00 Custom Builders 51.59 3,611.30 FourStar Construction, LLC 500.00 35,000.00 Island Roads corporation 20.00 1,400.00 Tip Top Construction 25.00 1,750.00 ENGINEER'S ESTIMATE 6.00 420.00 18 T A B U L A T I O N O F B I D S Project No.: Project Name: VI 30(38) UNIVERSITY OF VIRGIN ISLANDS SIDEWALK Date: 06/09/09 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule A 20401-0000 CUYD ROADWAY EXCAVATION GEC, LLC 1,051 75.00 78,825.00 F&M Contractors, Inc. 28.00 29,428.00 Custom Builders 61.87 65,025.37 FourStar Construction, LLC 180.00 189,180.00 Island Roads corporation 150.00 157,650.00 Tip Top Construction 75.00 78,825.00 ENGINEER'S ESTIMATE 80.00 84,080.00 25101-4000 CUYD PLACED RIPRAP, CLASS 4 GEC, LLC 300 200.00 60,000.00 F&M Contractors, Inc. 280.00 84,000.00 Custom Builders 230.00 69,000.00 FourStar Construction, LLC 0.00 0.00 Island Roads corporation 225.00 67,500.00 Tip Top Construction 230.00 69,000.00 ENGINEER'S ESTIMATE 250.00 75,000.00 25126-0000 EACH REMOVE AND RESET BOULDER GEC, LLC 7 200.00 1,400.00 F&M Contractors, Inc. 150.00 1,050.00 Custom Builders 441.86 3,093.02 FourStar Construction, LLC 2,000.00 14,000.00 Island Roads corporation 200.00 1,400.00 Tip Top Construction 350.00 2,450.00 ENGINEER'S ESTIMATE 250.00 1,750.00 25210-0000 SQYD ROCKERY (WALL) GEC, LLC 55 750.00 41,250.00 F&M Contractors, Inc. 450.00 24,750.00 Custom Builders 1,370.00 75,350.00 FourStar Construction, LLC 2,300.00 126,500.00 Island Roads corporation 400.00 22,000.00 Tip Top Construction 15,500.00 852,500.00 ENGINEER'S ESTIMATE 900.00 49,500.00 30302-2000 LNFT SHOULDER RECONDITIONING GEC, LLC 2,950 9.50 28,025.00 F&M Contractors, Inc. 3.00 8,850.00 Custom Builders 18.22 53,749.00 FourStar Construction, LLC 40.00 118,000.00 Island Roads corporation 30.00 88,500.00 Tip Top Construction 24.00 70,800.00 ENGINEER'S ESTIMATE 14.00 41,300.00 19 T A B U L A T I O N O F B I D S Project No.: Project Name: VI 30(38) UNIVERSITY OF VIRGIN ISLANDS SIDEWALK Date: 06/09/09 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule A 41702-0000 SQYD MINOR COLD ASPHALT MIX GEC, LLC 15 100.00 1,500.00 F&M Contractors, Inc. 100.00 1,500.00 Custom Builders 368.34 5,525.10 FourStar Construction, LLC 250.00 3,750.00 Island Roads corporation 150.00 2,250.00 Tip Top Construction 250.00 3,750.00 ENGINEER'S ESTIMATE 170.00 2,550.00 55201-0200 CUYD STRUCTURAL CONCRETE, CLASS A (AE) (STAIRS) GEC, LLC 6 800.00 4,800.00 F&M Contractors, Inc. 1,500.00 9,000.00 Custom Builders 1,400.00 8,400.00 FourStar Construction, LLC 0.00 0.00 Island Roads corporation 2,000.00 12,000.00 Tip Top Construction 1,800.00 10,800.00 ENGINEER'S ESTIMATE 2,600.00 15,600.00 60201-0600 LNFT 18-INCH PIPE CULVERT GEC, LLC 12 100.00 1,200.00 F&M Contractors, Inc. 150.00 1,800.00 Custom Builders 515.50 6,186.00 FourStar Construction, LLC 600.00 7,200.00 Island Roads corporation 400.00 4,800.00 Tip Top Construction 500.00 6,000.00 ENGINEER'S ESTIMATE 310.00 3,720.00 60403-1400 EACH INLET, TYPE 5B GEC, LLC 1 9,750.00 9,750.00 F&M Contractors, Inc. 4,500.00 4,500.00 Custom Builders 5,892.00 5,892.00 FourStar Construction, LLC 6,000.00 6,000.00 Island Roads corporation 5,000.00 5,000.00 Tip Top Construction 4,000.00 4,000.00 ENGINEER'S ESTIMATE 3,900.00 3,900.00 60405-0000 EACH MANHOLE ADJUSTMENT GEC, LLC 2 1,350.00 2,700.00 F&M Contractors, Inc. 700.00 1,400.00 Custom Builders 1,178.00 2,356.00 FourStar Construction, LLC 1,200.00 2,400.00 Island Roads corporation 600.00 1,200.00 Tip Top Construction 750.00 1,500.00 ENGINEER'S ESTIMATE 4,100.00 8,200.00 20 T A B U L A T I O N O F B I D S Project No.: Project Name: VI 30(38) UNIVERSITY OF VIRGIN ISLANDS SIDEWALK Date: 06/09/09 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule A 60407-0000 EACH CAPPING INLETS AND MANHOLES GEC, LLC 1 750.00 750.00 F&M Contractors, Inc. 1,500.00 1,500.00 Custom Builders 1,473.00 1,473.00 FourStar Construction, LLC 8,000.00 8,000.00 Island Roads corporation 600.00 600.00 Tip Top Construction 2,000.00 2,000.00 ENGINEER'S ESTIMATE 3,000.00 3,000.00 60408-0000 EACH JUNCTION BOX GEC, LLC 1 1,000.00 1,000.00 F&M Contractors, Inc. 500.00 500.00 Custom Builders 4,419.00 4,419.00 FourStar Construction, LLC 4,000.00 4,000.00 Island Roads corporation 3,000.00 3,000.00 Tip Top Construction 3,000.00 3,000.00 ENGINEER'S ESTIMATE 3,500.00 3,500.00 60409-0100 EACH INLET TOP, METAL FRAME AND GRATE TYPE A GEC, LLC 1 3,500.00 3,500.00 F&M Contractors, Inc. 1,200.00 1,200.00 Custom Builders 3,167.00 3,167.00 FourStar Construction, LLC 3,000.00 3,000.00 Island Roads corporation 1,000.00 1,000.00 Tip Top Construction 4,000.00 4,000.00 ENGINEER'S ESTIMATE 1,500.00 1,500.00 60412-1000 EACH REMOVE AND RESET METAL FRAME AND GRATE (TRENCH DRAIN) GEC, LLC 2 400.00 800.00 F&M Contractors, Inc. 950.00 1,900.00 Custom Builders 368.00 736.00 FourStar Construction, LLC 3,200.00 6,400.00 Island Roads corporation 2,000.00 4,000.00 Tip Top Construction 1,800.00 3,600.00 ENGINEER'S ESTIMATE 950.00 1,900.00 60801-0400 SQYD PAVED WATERWAY, TYPE 4 GEC, LLC 15 80.00 1,200.00 F&M Contractors, Inc. 100.00 1,500.00 Custom Builders 165.74 2,486.10 FourStar Construction, LLC 600.00 9,000.00 Island Roads corporation 125.00 1,875.00 Tip Top Construction 300.00 4,500.00 ENGINEER'S ESTIMATE 175.00 2,625.00 21 T A B U L A T I O N O F B I D S Project No.: Project Name: VI 30(38) UNIVERSITY OF VIRGIN ISLANDS SIDEWALK Date: 06/09/09 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule A 60901-0000 LNFT CURB, CONCRETE GEC, LLC 95 50.00 4,750.00 F&M Contractors, Inc. 100.00 9,500.00 Custom Builders 147.30 13,993.50 FourStar Construction, LLC 275.00 26,125.00 Island Roads corporation 100.00 9,500.00 Tip Top Construction 100.00 9,500.00 ENGINEER'S ESTIMATE 165.00 15,675.00 61108-1000 EACH ADJUST WATER VALVE GEC, LLC 1 250.00 250.00 F&M Contractors, Inc. 500.00 500.00 Custom Builders 368.00 368.00 FourStar Construction, LLC 3,500.00 3,500.00 Island Roads corporation 350.00 350.00 Tip Top Construction 1,200.00 1,200.00 ENGINEER'S ESTIMATE 3,200.00 3,200.00 61501-0100 SQYD SIDEWALK, CONCRETE GEC, LLC 2,900 81.00 234,900.00 F&M Contractors, Inc. 130.00 377,000.00 Custom Builders 179.34 520,086.00 FourStar Construction, LLC 60.00 174,000.00 Island Roads corporation 130.00 377,000.00 Tip Top Construction 85.00 246,500.00 ENGINEER'S ESTIMATE 185.00 536,500.00 61505-1000 EACH ACCESSIBILITY RAMP, CONCRETE GEC, LLC 4 1,500.00 6,000.00 F&M Contractors, Inc. 1,200.00 4,800.00 Custom Builders 3,388.00 13,552.00 FourStar Construction, LLC 1,400.00 5,600.00 Island Roads corporation 1,000.00 4,000.00 Tip Top Construction 1,000.00 4,000.00 ENGINEER'S ESTIMATE 1,500.00 6,000.00 61505-2000 EACH ACCESSIBILITY RAMP, TIMBER (Brewer's Beach) GEC, LLC 1 13,600.00 13,600.00 F&M Contractors, Inc. 6,000.00 6,000.00 Custom Builders 15,025.00 15,025.00 FourStar Construction, LLC 3,000.00 3,000.00 Island Roads corporation 8,000.00 8,000.00 Tip Top Construction 10,500.00 10,500.00 ENGINEER'S ESTIMATE 16,000.00 16,000.00 22 T A B U L A T I O N O F B I D S Project No.: Project Name: VI 30(38) UNIVERSITY OF VIRGIN ISLANDS SIDEWALK Date: 06/09/09 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule A 61904-0000 EACH BOLLARD POST GEC, LLC 25 485.00 12,125.00 F&M Contractors, Inc. 350.00 8,750.00 Custom Builders 827.84 20,696.00 FourStar Construction, LLC 225.00 5,625.00 Island Roads corporation 800.00 20,000.00 Tip Top Construction 390.00 9,750.00 ENGINEER'S ESTIMATE 1,750.00 43,750.00 61920-1000 EACH REMOVE AND RESET BOLLARD POST GEC, LLC 30 335.00 10,050.00 F&M Contractors, Inc. 250.00 7,500.00 Custom Builders 644.44 19,333.20 FourStar Construction, LLC 275.00 8,250.00 Island Roads corporation 250.00 7,500.00 Tip Top Construction 250.00 7,500.00 ENGINEER'S ESTIMATE 200.00 6,000.00 62401-0100 SQYD FURNISHING AND PLACING TOPSOIL, 2-INCH DEPTH GEC, LLC 2,850 13.50 38,475.00 F&M Contractors, Inc. 6.00 17,100.00 Custom Builders 22.15 63,127.50 FourStar Construction, LLC 35.00 99,750.00 Island Roads corporation 10.00 28,500.00 Tip Top Construction 6.00 17,100.00 ENGINEER'S ESTIMATE 40.00 114,000.00 62501-0000 ACRE TURF ESTABLISHMENT GEC, LLC 0.6 40,000.00 24,000.00 F&M Contractors, Inc. 6,500.00 3,900.00 Custom Builders 795.42 477.25 FourStar Construction, LLC 8,600.00 5,160.00 Island Roads corporation 20,000.00 12,000.00 Tip Top Construction 17,000.00 10,200.00 ENGINEER'S ESTIMATE 11,500.00 6,900.00 62650-1000 EACH REMOVE AND REPLANT TREE AND SHRUB GEC, LLC 1 3,500.00 3,500.00 F&M Contractors, Inc. 1,000.00 1,000.00 Custom Builders 7,254.00 7,254.00 FourStar Construction, LLC 2,000.00 2,000.00 Island Roads corporation 600.00 600.00 Tip Top Construction 1,500.00 1,500.00 ENGINEER'S ESTIMATE 5,000.00 5,000.00 23 T A B U L A T I O N O F B I D S Project No.: Project Name: VI 30(38) UNIVERSITY OF VIRGIN ISLANDS SIDEWALK Date: 06/09/09 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule A 62901-1100 SQYD ROLLED EROSION CONTROL PRODUCT, TYPE 4 GEC, LLC 550 12.00 6,600.00 F&M Contractors, Inc. 8.00 4,400.00 Custom Builders 18.56 10,208.00 FourStar Construction, LLC 0.00 0.00 Island Roads corporation 25.00 13,750.00 Tip Top Construction 20.00 11,000.00 ENGINEER'S ESTIMATE 16.00 8,800.00 63304-0900 SQFT SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING GEC, LLC 200 25.00 5,000.00 F&M Contractors, Inc. 50.00 10,000.00 Custom Builders 147.30 29,460.00 FourStar Construction, LLC 100.00 20,000.00 Island Roads corporation 125.00 25,000.00 Tip Top Construction 135.00 27,000.00 ENGINEER'S ESTIMATE 200.00 40,000.00 63316-1000 EACH REMOVE AND RESET SIGN GEC, LLC 17 300.00 5,100.00 F&M Contractors, Inc. 350.00 5,950.00 Custom Builders 405.06 6,886.02 FourStar Construction, LLC 400.00 6,800.00 Island Roads corporation 200.00 3,400.00 Tip Top Construction 400.00 6,800.00 ENGINEER'S ESTIMATE 1,500.00 25,500.00 63401-0000 LNFT PAVEMENT MARKINGS GEC, LLC 330 30.00 9,900.00 F&M Contractors, Inc. 2.00 660.00 Custom Builders 29.46 9,721.80 FourStar Construction, LLC 18.00 5,940.00 Island Roads corporation 10.00 3,300.00 Tip Top Construction 10.00 3,300.00 ENGINEER'S ESTIMATE 3.50 1,155.00 63502-1300 EACH TEMPORARY TRAFFIC CONTROL, DRUM GEC, LLC 60 100.00 6,000.00 F&M Contractors, Inc. 120.00 7,200.00 Custom Builders 88.38 5,302.80 FourStar Construction, LLC 100.00 6,000.00 Island Roads corporation 150.00 9,000.00 Tip Top Construction 200.00 12,000.00 ENGINEER'S ESTIMATE 95.00 5,700.00 24 T A B U L A T I O N O F B I D S Project No.: Project Name: VI 30(38) UNIVERSITY OF VIRGIN ISLANDS SIDEWALK Date: 06/09/09 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule A 63502-1500 EACH TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A (SOLAR POWER-PERMANENT) GEC, LLC 8 6,000.00 48,000.00 F&M Contractors, Inc. 3,500.00 28,000.00 Custom Builders 103.13 825.04 FourStar Construction, LLC 1,400.00 11,200.00 Island Roads corporation 500.00 4,000.00 Tip Top Construction 5,000.00 40,000.00 ENGINEER'S ESTIMATE 500.00 4,000.00 63503-0450 LNFT TEMPORARY TRAFFIC CONTROL, WATER-FILLED BARRIER GEC, LLC 500 5.00 2,500.00 F&M Contractors, Inc. 80.00 40,000.00 Custom Builders 85.44 42,720.00 FourStar Construction, LLC 20.00 10,000.00 Island Roads corporation 160.00 80,000.00 Tip Top Construction 20.00 10,000.00 ENGINEER'S ESTIMATE 250.00 125,000.00 63503-0550 LNFT TEMPORARY TRAFFIC CONTROL, MOVING WATER-FILLED BARRIER GEC, LLC 1,500 5.00 7,500.00 F&M Contractors, Inc. 80.00 120,000.00 Custom Builders 14.73 22,095.00 FourStar Construction, LLC 20.00 30,000.00 Island Roads corporation 50.00 75,000.00 Tip Top Construction 35.00 52,500.00 ENGINEER'S ESTIMATE 25.00 37,500.00 63503-0700 LNFT TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS GEC, LLC 9,525 1.00 9,525.00 F&M Contractors, Inc. 2.00 19,050.00 Custom Builders 0.75 7,143.75 FourStar Construction, LLC 18.00 171,450.00 Island Roads corporation 4.00 38,100.00 Tip Top Construction 4.00 38,100.00 ENGINEER'S ESTIMATE 3.00 28,575.00 63504-1000 SQFT TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN GEC, LLC 170 10.00 1,700.00 F&M Contractors, Inc. 60.00 10,200.00 Custom Builders 47.66 8,102.20 FourStar Construction, LLC 160.00 27,200.00 Island Roads corporation 100.00 17,000.00 Tip Top Construction 125.00 21,250.00 ENGINEER'S ESTIMATE 100.00 17,000.00 25 T A B U L A T I O N O F B I D S Project No.: Project Name: VI 30(38) UNIVERSITY OF VIRGIN ISLANDS SIDEWALK Date: 06/09/09 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule A 63641-0400 EACH RELOCATE POLE GEC, LLC 3 100.00 300.00 F&M Contractors, Inc. 200.00 600.00 Custom Builders 74.00 222.00 FourStar Construction, LLC 8,000.00 24,000.00 Island Roads corporation 1,000.00 3,000.00 Tip Top Construction 4,000.00 12,000.00 ENGINEER'S ESTIMATE 350.00 1,050.00 63701-0000 EACH FIELD OFFICE GEC, LLC 1 50,000.00 50,000.00 F&M Contractors, Inc. 40,000.00 40,000.00 Custom Builders 19,149.00 19,149.00 FourStar Construction, LLC 60,000.00 60,000.00 Island Roads corporation 50,000.00 50,000.00 Tip Top Construction 40,000.00 40,000.00 ENGINEER'S ESTIMATE 44,000.00 44,000.00 26 T A B U L A T I O N O F B I D S Project No.: Project Name: VI 30(38) UNIVERSITY OF VIRGIN ISLANDS SIDEWALK Date: 06/09/09 B I D T O T A L C H E C K P A S S Computed Bid Amount Bid Amount Error Bidder's Bidder Bid Schedule A GEC, LLC 987,585.00 987,585.00 F&M Contractors, Inc. 1,146,713.00 1,146,713.00 Custom Builders 1,463,188.67 1,475,968.42 *** FourStar Construction, LLC 1,489,945.00 1,489,945.00 Island Roads corporation 1,493,800.00 1,493,800.00 Tip Top Construction 2,169,150.00 2,169,150.00 The apparent low bidder is 45 % below the engineer's estimate. 27 T A B U L A T I O N O F B I D S Project No.: Project Name: VI 30(38) UNIVERSITY OF VIRGIN ISLANDS SIDEWALK Date: 06/09/09 B I D I T E M C H E C K P A S S Item No. Computed Bidder's Extension Extension Bidder Bid Schedule A Custom Builders 62501-0000 477.25 13,257.00 28 29 30 GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES - DEPARTMENT OF PUBLIC WORKS 8244 SUB BASE ST. THOMAS, V.1. 00802-5805 Tel: (340) 774-1301 OFFICE OF Fax :(340) 774-5869 THE COMMISSIONER May 9, 2011 Ms Melisa I. Ridemour Division Engineer Eastern Federal Lands Highway Division 21400 Ridgetop Circle Sterling, VA 20166 RE: Final Acceptance Project: Q-NH-30(38) UVI Sidewalk Dear Ms Ridemour: The Department of Public Works is pleased to advise you that as a result of our joint inspection of the work completed by GEC Construction, the Department wishes to report that the work has been satisfactorily completed in conformity with the plans and specifications provided. The project is hereby accepted. Sillcerel Darryl A. Smalls Commissioner DASIWDB/meh ~fr cc: Wystan Benjamin, Highway Program Manager Marilyn Hoimes, Construction Program Manager Jamed Siddiqui, Construction Operations Engineer EFLHD Jose David, Project Engineer, EFLHD 31 32 33 34 35 36 37 38 39 40 41 42 BUS SHELTER PRIOR TO REMOVAL JULIAN JACKSON DRIVE PRIOR TO SIDEWALK INSTALLATION 43 BUS PULL-OFF PRIOR TO SIDEWALK AND BOLLARD INSTALLATION BUS PULL-OFF PRIOR TO SIDEWALK AND BOLLARD INSTALLATION 44 STATION 689+91 PRIOR TO SIDEWALK AND ROCKERY WALL INSTALLATION STATION 690+50 PRIOR TO SIDEWALK AND ROCKERY WALL INSTALLATION 45 ACCESS ROAD TO BREWER’S BEACH PARKING PRIOR TO INSTALLATION OF ACCESSIBILITY RAMP SITE AFTER REMOVAL OF BUS SHELTER 46 JULIAN JACKSON DRIVE AFTER SIDEWALK INSTALLATION BUS PULL-OFF AFTER SIDEWALK AND BOLLARD INSTALLATION 47 BUS PULL-OFF AFTER SIDEWALK AND BOLLARD INSTALLATION STATION 689+91 AFTER SIDEWALK AND ROCKERY WALL INSTALLATION 48 STATION 689+91 AFTER SIDEWALK AND ROCKERY WALL INSTALLATION ACCESS TO BREWER’S BEACH AFTER INSTALLATION OF ACCESSIBILITY RAMP 49