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FINAL CONSTRUCTION REPORT PROJECT VI 9999(117) ST. JOHN, U.S. VIRGIN ISLANDS INDEX PAGE I. PROJECT DESCRIPTION……………………….………..…… 1 II. PROJECT DATA……………………………………....……..… 1-4 III. CONSTRUCTION..………………………….………....….….... 4-14 IV. CONSTRUCTION ENGINEERING…………………………… 14 V. APPENDIX: Title Sheet/Location Map………………………………....…….. 15-17 Typical Sections………………………………………………… 18-20 Tabulation of Bids……………………………………….……… 21-36 Final Voucher Assembly Final Voucher and Claims Release…………………..… 37-38 Letter of Acceptance from Client……………….….…… 39 Letter of Acceptance from FHWA……………….…...… 40 Materials Certification………….…….……...………….. 41 Final Estimate…………….……..….…….……………… 42-48 Project Photos………………………………….…….…….……. 49-56 FINAL CONSTRUCTION REPORT PROJECT VI NH-9999(117) ST. JOHN, U.S. VIRGIN ISLANDS I. PROJECT DESCRIPTION A. Project Number - Project VI NH-9999(117) was located on St. John Island, U.S. Virgin Islands. B. Description of Work – Construction of a five-leg roundabout, demolition of the existing Texaco gas station, earthwork, asphalt paving, installation of drainage structures, concrete footing underpinning at parking area walls, gravity retaining walls, utility relocation (water, electric, sewer, telephone, cable TV), street lighting, traffic control with detour, signing, striping and other work. C. Environmental Considerations/Permits – National Environmental Policy Act (NEPA) Compliance, SHPO Section 106 Concurrence, and the FWS Section 7 Concurrence were completed together dated July 28, 2003. II. PROJECT DATA A. Specifications – Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-03 (US Customary units). B. Termini – Road 201 Construction began at the roundabout from Station 201+00 and proceeded northeast to Station 202+44.00. Centerline Road/Route 10 East Construction began at the roundabout from Station 10+00 and proceeded east to Station 11+56.00. Route 104/ Southside Road Construction began at the Roundabout centerline from Station 104+00 and proceeded south to Station 105+50.00. Route 102 Construction began at the Roundabout centerline from Station 102+00 and proceeded south to Station 103+03.43. 1 Centerline Road/Route 10 West Construction began at the Roundabout centerline from Station 10+00 and proceeded west to Station 11+10. C. Length – Route 10 East 198.34 feet/0.038 miles Route 10 West 204.16 feet/0.039 miles Route 10 East to Route 104 167.13 feet/0.027 miles Route 102 134.23 feet/0.025 miles Route 104 163.58 feet/0.031 miles Route 201 144.18 feet/0.032 miles Circle 238.72 feet/0.045 miles Total length 1,250.34 feet/0.23 miles D. Width – Road 201: From Station 202+44.0 to Station 201+00 is two lanes (one each way) with of 14 feet on the left lane and 12.5 feet on the right lane, plus widening. Centerline Road/Route 10 East: From Station 11+56 to Station 10 is two lanes with a variable width (one each way) of 9.8 feet on the left lane and 13 feet on the right lane, plus widening. Route 104/ Southside Road: From Station 105+50 to Station 104+00 is one lane with a variable width of 11.6 feet and 7.7 feet shoulder, plus widening. Route 102: From Station 103+03.43 to Station 102+00 is two lanes with a variable width (one each way) of 12.1 feet on the left lane and 18.9 feet on the right lane, plus widening. Centerline Road/Route 10 West: Station 11+10.0 to Station 10+00 is two lanes with a variable width (one each way) of 11.4 feet on both directions plus widening. Roundabout: One (1) Circular roadway of 20-feet lane plus widening. E. Pavement Structure – All road sections and the roundabout were prepared with 12-inch unclassified borrow sub-grade, 8-inch aggregate base, grading C, 6.5-inch Class A grading C hot asphalt concrete pavement base course and 2-inch Class A grading E riding course. 2 F. Structures – There were 4 structural sites on the project: Site I - Consisted of wall foundation underpinning works, removal and construction of four staircase walls and construction of a propane tank enclosure structure. Site II - Consisted of the construction of a 137.2 linear foot stone masonry wall from Station 10+46.87, Route 10 West, to Station 201+93.52, Route 201. The wall height varied from heights of 7.35 feet to 8.56 feet. Site III - Consisted of the construction of two retaining gravity walls and removing a portion of 33 feet of the existing concrete retaining wall fence and the top of the existing wall, constructing a stair case #5 inside kiosk and reconstruct kiosk gate opening. This work was performed between approximate Station 102+80.00 Route 102 and 10+77.75, Route 10 West. Site IV - Consisted of removing portions of the existing pedestrian railing, removing and rebuilding approximately 8 feet of the top portion of an existing wall, construct 24 feet of gravity retaining wall, install 34 feet of pedestrian railing and removing portions of protruding roof over the gravity retaining wall. This work was performed between an approximate Station 104+06.62, Route 104, and Station 102+49.91, Route 102. G. Contract Number and Date – DTFH71-08-C-00009– April 16, 2008 H. Contracting Officers – Melisa L. Ridenour Division Director Donald W. Miller Director, Project Delivery Wanda A. Peffer Contracting Officer Thomas J. Scott, Jr. Construction Engineer Jameel Siddiqi Construction Operation Engineer I. Contract Bid Amount – $6,926,500.00 J. Engineers Estimate – $5,400,000.00 K. Final Contract Amount – $7,053,364.18 3 L. Contract Time – Award Date: April 16, 2008 Notice to Proceed: August 4, 2008 Original Completion date: June 16, 2010 Authorized Extension Granted: None Revised Completion Date: June 15, 2010 Date Substantially Complete: June 15, 2010 Date All Work Complete: August 24, 2011 Liquidated Damages Accessed: None M. Contractor – Island Roads Corporation Small Business Concern (SBC) 6501 Red Hook Plaza, Suite 201 St. Thomas, USVI 00802-1306 N. Subcontractors – Four Star Construction P.O. Box 301792 St. Thomas, VI 00803 Concrete work $728,845.00 O. Construction Engineering Costs – EFLHD PE Costs: $ 916,056.40 EFLHD CE Costs: $ 588,792.00 Total Costs: $ 1,504,848.40 Percent of the Final Contract Amount – 21.34 P. Maintaining Agency - U.S. Virgin Island Department of Public Works III. CONSTRUCTION A. Materials – Item No. 30102-0300 Aggregate Base, Grading C Supplier: Heavy Materials – St. Thomas Quarry 7865 Estate Mariendahl St. Thomas, USVI 00802 4 Material: Crushed Aggregate – St. Thomas Quarry, USVI Approved Job Mix Design: Allowable Target Value Deviation Specification Sieves (Percent Passing) (Percent) (Percent Passing) 50.0 mm 100 - 100 25.4 mm 97 ±6 91-100 19.0 mm 94 ±6 88-100 9.5 mm 69 ±6 63-75 4.75 mm 43 ±6 37-49 75 µm 9.8 ±3.0 6.8-12.8 Maximum Dry Density: 148.0 pounds per cubic foot (pcf) Optimum Moisture Content: 6.0 percent Fractured Faces: 100 percent Liquid Limit: ND Plasticity Index: Non-plastic California Bearing Ratio: 33 percent Item No. 430301-0300: HACP Marshal Test Grading C Mix approved: HACP Marshal Test, Class B Grading B Supplier: Island Road Corporation 6501 Red Hook Plaza, Suite 201 Charlotte Amalie, VI 00802-1306 Aggregates: Heavy Materials – St. Thomas Quarry 7865 Estate Mariendahl St. Thomas, USVI 00802 Bulk Sp/Gr: 2.619 Apparent Sp/Gr: 2.642 Sand Equivalent: 10 Asphalt Binder Grade and Source: PG 64-22 Valero Energy Corporation Baltimore, MD Antistripping Additive: Ar Maz Winter Haven, FL Product Name: Adhere LOF 65-00 Antistrip addition Rate (% of total Binder): 0.50 percent 5 Job Mix Design Properties: Allowable Target Value Deviation Specification Sieves (Percent Passing) (Percent) (Percent Passing) 37.5 mm (1 ½”) 100 - 100 25.0 mm (1”) 100 - 100 19.0 mm (3/4”) 98 - 97-100 12.5 mm (1/2”) 82 ±5 77-87 4.75 mm (#4) 54 ±7 47-61 2.36 mm (#8) 40 ±5 35-45 600 µm (#30) 24 ±4 20-28 300 µm (#50) 17 ±3 14-20 75 µm (#200) 5.0 ±2.0 3.0-7.0 Asphalt Content – 5.1 (± 0.5) percent of total mix Maximum Theoretical Specific Gravity: 2.456 Dust/Asphalt Ratio: 1.1 Voids in Mineral Aggregate (VMA): 15.3 percent Voids Filled with Asphalt (VFA): 4.5 percent Item No. 40301-0500: Hot Asphalt Concrete Pavement, Grading E. Mix approved: HACP Marshal Test, Class B, Grading D Supplier: Island Road Corporation 6501 Red Hook Plaza, Suite 201 Charlotte Amalie, VI 00802-1306 Aggregates: Heavy Materials – St. Thomas Quarry 7865 Estate Mariendahl St. Thomas, USVI 00802 Bulk Sp/Gr: 2.619 Apparent Specific Gravity: 2.655 Absorption: 0.8 percent Sodium Soundness: 1.8 percent Sand Equivalent: 10 Asphalt Binder Grade and Source: Pen 60/70 Binder Specific Gravity: 1.034 PDVA Bajo Grande, Venezuela 6 Antistripping Additive: Ar Maz Winter Haven, FL Product Name: Adhere LOF 65-00 Antistrip addition Rate (% of total Binder): 0.50 percent Job Mix Design Properties: Allowable Target Value Deviation Specification Sieves (Percent Passing) (Percent) (Percent Passing) 19.0 mm (3/4”) 100 - 100 12.5 mm (1/2”) 98 - 97-100 4.75 mm (#4) 63 ±6 57-69 2.36 mm (#8) 45 ±6 39-51 600 µm (#30) 26 ±4 22-30 300 µm (#50) 17 ±3 14-20 75 µm (#200) 5.0 ±2.0 3.0-7.0 Asphalt Content – 5.3 (± 0.5) percent of total mix Maximum Theoretical Specific Gravity: 2.451 Dust/Asphalt Ratio: 1.1 VMA: 14.5 percent VFA: 4.3 percent Used 40 tons of base asphalt. No tests were performed and no cores were taken. Acceptance based on Suppliers approved mix design. Item 55201-0200: Structural Concrete, Class A (AE), Structure. Item 60901-1700: Curb, Concrete, 18-inch depth Item 60902-0800: Curb and Gutter, Concrete, 10-inch depth. Item: 60902-1000: Curb and Gutter, Concrete, 12-inch depth. Item 60905-1000: Gutter, Concrete (Valley) Item 60915-1000: Wheelstop, Concrete Item 61501-0100: Sidewalk, Concrete Item 61505-1000: Accessibility Ramp, Concrete. Supplier: Heavy Materials – St. Thomas Concrete 7865 Estate Mariendahl St. Thomas, USVI 00802 7 Mix Requirements: Minimum Strength – 5200 pounds per square inch (psi) in 28 days Minimum Cement Content – 611 pounds per cubic yard (pcy) Maximum Water/Cement Ratio – 0.44 Maximum Slump – 4.0 inch Max Minimum Air Content – 5.0 percent Portland cement: AASHTO C150 Type I Caricement 650 pcy Holcim Cement ± 1 % Puerto Cumarebo, Venezuela 644 – 657 Fine Aggregate: Fine Sand (ASTM C33) 600 pcy Argos, Colombia ± 2 % 588 – 612 Coarse Sand 1,050 pcy Brookman Quarry ± 2 % 1,029 – 1,071 Course Aggregate: Crushed Stone (AASHTO C33 No. 56) 1,200 pcy Brookman Quarry ± 2 % 1,176 – 1,224 Crushed Stone (ASTM C33 No. 8) 100 pcy Brookman Quarry ± 2 % 98 – 102 Water: Brookman Quarry 281 pcy ± 1 % 278 – 284 Admixtures Air Entrainment: (ASTM C260) 1.0 oz/cwt BASF Masterbuilders AE 90 ± 3 % Cleveland, OH 0.97 – 1.03 Water Reducer: Polyheed 774R 6.0 oz/cwt BASF Masterbuilders ± 3 % Cleveland, OH 5.82 – 6.18 Water Reducer, Glenium 30303N S 10.0 oz/cwt High Range: BASF Masterbuilders ± 3 % Cleveland, OH 9.70 – 10.30 8 Concrete Color Finish (for Stamped Concrete) Material: Color No. 33440 of Federal Standard 595B Colors Item 55401-1000: Reinforcing Steel Type: AASHTO M-31, M-42, M-53, Grade 60 Supplier: Gerdau Ameristeel Knoxville Steel Mill 1919 Tennessee Avenue Knoxville, TN 37921 Item No.55601-0100: Bridge Railing, Aluminum Pedestrian Railing Item No.55601-0100: Bridge Railing, Aluminum Wall Rail Material: Aluminum 6061 –ASTM B221 Material Supplier: Aluminum Distributing, Inc. 2930 SW 2nd Avenue Ft. Lauderdale, FL 33315 Railing Fabrication: Franks Welding Enighed, St. John, USVI 00802 B. Experimental or New Features – None C. Changes and Problems – 1. Changes Contract Modification (CM) No. 0001 was issued to change the funding codes on the project. No change in contact amount. No contract time increase. CM No. 0002 was a unilateral modification issued to direct the contractor to cease work due to government furlough. No change in contact amount. No contract time increase. CM No. 0003 was a unilateral modification issued to direct the contractor to resume work from the previous work stop order. Contractor instructed to submit its proposal for equitable settlement of any issues or costs (if any) resulting from cease work order. No change in contact amount. No contract time increase. 9 CM No. 0004 was issued to allow for the adjustment of the final contract quantities. Net contract increase: $126,864.18 No contract time increase. Significant Overruns and Underruns Overruns of Existing Items: 15705-0100 Soil Erosion Control, Silt Fence: The original contract quantity for this item was 120 linear feet. The item overran 100 linear feet or 83.33 percent of the original contract quantity. This item was underestimated and the quantity was increased to meet existing field conditions. 20220-1000 Removal, Individual Tree: The original contract quantity for this item was 5 each. This item overran by 3 each or 60 percent of the original contract quantity. This item was underestimated and the quantity was increased to meet existing field conditions. 20301-1400 Removal of Inlet: The original quantity for this item was 1 each. The item overran by 3 each of the original or 200 percent of the original contract quantity. This item was underestimated and the quantity was increased to meet existing field conditions. 20301-1700 Removal of Manhole: The original contract quantity for this item was 2 each. The item overran by 1 each or 50 percent of the original contract quantity. This item was underestimated and the quantity was increased to meet existing field conditions. 20302-0300 Removal of Curb and Gutter, Concrete: The original contract quantity for this item was 745 linear feet. The item overran by 240.17 linear feet or 32.24 percent of the original contract quantity. This item was underestimated and the quantity was increased to meet existing field conditions. 20302-0700 Removal of Fence: The original contract quantity for this item was 22 linear feet. The item overran by 265 linear feet or 1,120.55 percent of the original contract quantity. This item was underestimated and the quantity was increased to meet existing field conditions. 20302-2100 Remove of Pipe Culvert: The original contract quantity for this item was 370 linear feet. The item overran by 220 linear feet or 59.46 percent of the original contract quantity. This item was underestimated and the quantity was increased to meet existing field conditions. 20303-0300 Removal of Concrete: The original quantity for this item was 515 square yards. The item overran by 422 square yards or 81.94 percent of the original contract 10 quantity. The original estimated quantity was underestimated and the quantity was increased to meet the existing field condition required. 20303-3200 Removal of Sidewalk, Concrete: The original quantity for this item was 244 square yards. The item overran by 197.60 square yards or 80.98 percent of the original contract quantity. The original estimated quantity was underestimated and the quantity was increased to meet the existing field condition required. 20801-0000 Structure Excavation: The original quantity for this item was 500 cubic yards. The item overran by 423 cubic yards or 84.60 percent of the original contract quantity. The original estimated quantity was underestimated and the quantity was increased to meet the existing field condition required. 55201-0200 Structural Concrete Class A (AE), Structures: The original quantity for this item was 236 cubic yards. The item overran by 165 cubic yards or 70.00 percent of the original contract quantity. The original estimated quantity was underestimated and the quantity was increased to meet the existing field condition required. 55401-1000 Reinforcing Steel: The original quantity for this item was 14,000 Lb. The item overran by 7,289.3 lbs or 52.07 percent of the original contract quantity. The original estimated quantity was underestimated for the construction of the retaining wall, stairs and sidewalks and the quantity was increased to meet the existing field conditions. 60401-0000 Manhole: The original contract quantity for this item was 4 each. The item overran by 1 each or 25 percent of the original contract quantity. This item was underestimated and the quantity was increased to meet existing field conditions. 60405-0000 Manhole Adjustment: The original contract quantity for this item was 1 each. The item overran by 1 each or 100 percent of the original contract quantity. 61501-0100 Sidewalk Concrete: The original contract quantity for this item was 500 square yards. The item overran by 740.40 square yards or 148.08 percent of the original contract quantity. An extension of the sidewalks sections was constructed and other sections reconstructed as requested by VIDPW at Route 104/Centerline and Route 10 East -West/Centerline Road and Route 102. 62026-1000 Remove and Reset Stone Masonry: The original contract quantity for this item was 32 square yards. The quantity item overran by 288 square yards or 900 percent of the original contract quantity. A new stone masonry wall was constructed at the park kiosk area, between Route 102 and Route 10 west/Centerline Road as a safety measure due the large volume of pedestrians who transit the area during activities (baseball park). VIDPW requested the construction of the wall as stone masonry to match the local style of the island. 11 63316-1000 Remove and Reset Sign: The original contract quantity for this item was 1 each. The item overran by 1 each or 100 percent of the original contract quantity. 63507-0500 Temporary Traffic control, Flaggers: The original contract quantity for this item was 50 day. The item overran by 59 days or 118 percent of the original contract quantity. The use for additional days for flaggers was required to direct the traffic in conjunction of the use of temporary traffic lights during construction. Underruns of Existing Items: 15706-1000 Soil Erosion Control, Inlet protection: The original quantity for this item was 11 each. The item overran by 4 each or 36.36 percent of the original contract quantity. 20303-3600 Removal of Wall: The original quantity for this item was 136 square yards. The item overran by 49 square yards or 36.03 percent of the original contract quantity. 20403-0000 Unclassified Borrow: The original quantity for this item was 1,030 cubic yards. The item overran by 161 cubic yards or 16.31 percent of the original contract quantity. The item underran due to a request by the contractor to change the proposed construction stages 1 and 3, to mitigate the impact of closing traffic at Route 10 East/Centerline Road and Route 104/ Southside Road. 20801-0000 Structure Excavation, (underpinning): The original quantity for this item was 444 cubic yards. The item overran by 399 cubic yards or 89.86 percent of the original contract quantity. 41102-0000 Prime Coat: This item was not required for this project. 41202-0000 Tack Coat: The original quantity for this item was 860 Gal. The item overran by 650 Gal or 75.58 percent of the original contract quantity. 55201-1200 Structural Concrete Class Seal: The original quantity for this item was 163 cubic yards. The item overran by 163 cubic yards or 100 percent of the original contract quantity. 55601-0100 Bridge Railing, Aluminum Pedestrian Railing: The original quantity for this item was 256 linear feet. The item overran by 45 linear feet or 17.58 percent of the original contract quantity. 55601-0100 Bridge Railing, Aluminum Wall Rail: The original quantity for this item was 89 linear feet. The item overran by 47 linear feet or 52.81 percent of the original contract quantity. 12 60201-0600 18-Inch Pipe Culverts: The original quantity for this item was 130 linear feet. The item overran by 26 linear feet or 20 percent of the original contract quantity. 60413-0000 Trench Drain: The original quantity for this item was 135 linear feet. The item overran by 98.25 linear feet or 72.78 percent of the original contract quantity. 60504-0000 Geocomposite Sheet Drain System: The original quantity for this item was 100 cubic yards. The item overran by 52 cubic yards or 52 percent of the original contract quantity. 60901-1700 Curb, Concrete, 18-inch Depth: The use of this item was not required, 15- inch and 24 -inch pipe culverts were used instead. 60902-0800 Curb and Gutter, Concrete, 10-inch Depth: The Original quantity for this item was 280 linear feet. The item overran by 163 linear feet or 58.21 percent of the original contract quantity. 63502-1500 Temporary Traffic Control, Warning Lights Type A: The item was not required to complete the project due changes in the construction stages. 63502-2100 Temporary Traffic Control, Crash Cushion: The item was not required to complete the project due changes in the construction stages. 63502-2100 Temporary Traffic Control, Replacement for Crash Cushion Cartridges: The item was not required to complete the project due changes in the construction stages. 63503-1000 Temporary Traffic Control, Plastic Fence: The original quantity for this item was 1,430 linear feet. The item overran by 430 linear feet or 30.07 percent of the original contract quantity. 63507-0800 Temporary Traffic Control, Portable Changeable Message Sign: The original quantity for this item was 56 day. The item overran by 17s day or 30.36 percent of the original contract quantity. The numbers of days required to complete this project decreased due the use of flaggers and Temporary traffic lights to direct the drivers during construction. 64604-1000 Fixture Handrail (RT10E-RT104 Sidewalk): The original quantity for this item was 150 linear feet. The item overran by 150 linear feet or 100 percent of the original contract quantity. 13 2. Problems The project experienced delays nearing completion for the construction of the stamped concrete roundabout. The delays were caused by the local Water and Power Authority and Innovation communication company for the removal of the exiting poles at the project and the connection of the power and communication lines at constructed infrastructure. Both companies argued the lack of materials to perform the required work. Electric utility company did not have enough cable to pull through the conduits. They were limited on crews working on the St. Thomas projects (Centerline Road) and for the Innovation Communication Company, the stand-offs brackets needed to be fabricated based on each individual riser pole, the delay was approximately 6 months (from mid-June 2010, to beginning of January 2011). D. Recommendations – None E. Claims – None IV. CONSTRUCTION ENGINEERING A. Project Personnel – Cullen Brooks, Jr; Project Engineer/COTR (October 2009-September 2010) Helson Roman, Project Engineer assistant/COTR (October 2010-January 2012) B. Contract Inspection – None C. Other Contacts – Wystan Benjamin, DPW Highway program engineer. Jomo L. McClean, DPW/OHE Designs project manager. Thomas Jones, DPW/OHE Construction project manager. D. Partnering – Informal partnering was successfully implemented on this project, and a good relationship was maintained between all shareholders. 14 15 16 17 18 19 20 T A B U L A T I O N O F B I D S Project No.: Project Name: VI 9999(117) ST. JOHN ROUNDABOUT Contractor Responsive Bid Amount State: County: Opened at: By: Date: VI ST. JOHN, USVI GOVERNMENT OF THE VIRGIN ISLANDS OF Sterling, VA PSchaad 01/10/08 Signed: Peggy Schaad Title: Contract Specialist Date: 01/10/08 Contract Awarded to: Island Roads Corporation Date: 04/16/08 I certify that this Bid Tabulation accurately reflects the bids received and publicly opened for this solicitation. Bid Schedule A Tip Top Construction 5064 Mt. Welcome P. O. Box 24933 GBS Christiansted, VI 00824 No 6,482,505.00 ( ) Island Roads Corporation 6501 Red Hook Plaza Suite 201 St. Thomas, VI 00802 6,926,500.00 GEC, LLC 13 F Estate Bethlehem P. O. Box 1656 Kingshill, VI 00851 7,949,513.30 Engineer's Estimate 5,400,000.00 21 T A B U L A T I O N O F B I D S Project No.: Project Name: VI 9999(117) ST. JOHN ROUNDABOUT Date:01/10/08 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule A 15101-0000 LPSM MOBILIZATION Tip Top Construction ALL 705,000.00 705,000.00 Island Roads Corporation 680,000.00 680,000.00 GEC, LLC 767,500.00 767,500.00 ENGINEER'S ESTIMATE 441,661.00 441,661.00 15201-0000 LPSM CONSTRUCTION SURVEY AND STAKING Tip Top Construction ALL 40,000.00 40,000.00 Island Roads Corporation 50,000.00 50,000.00 GEC, LLC 123,850.00 123,850.00 ENGINEER'S ESTIMATE 118,000.00 118,000.00 15401-0000 LPSM CONTRACTOR TESTING Tip Top Construction ALL 35,000.00 35,000.00 Island Roads Corporation 75,000.00 75,000.00 GEC, LLC 85,060.00 85,060.00 ENGINEER'S ESTIMATE 118,000.00 118,000.00 15705-0100 LNFT SOIL EROSION CONTROL, SILT FENCE Tip Top Construction 120 25.00 3,000.00 Island Roads Corporation 20.00 2,400.00 GEC, LLC 252.92 30,350.40 ENGINEER'S ESTIMATE 6.00 720.00 15706-1000 EACH SOIL EROSION CONTROL, INLET PROTECTION Tip Top Construction 11 1,200.00 13,200.00 Island Roads Corporation 700.00 7,700.00 GEC, LLC 1,050.00 11,550.00 ENGINEER'S ESTIMATE 2,100.00 23,100.00 15801-0000 MGAL WATERING FOR DUST CONTROL (1000 gallons per mgal) Tip Top Construction 275 300.00 82,500.00 Island Roads Corporation 100.00 27,500.00 GEC, LLC 301.09 82,799.75 ENGINEER'S ESTIMATE 200.00 55,000.00 20103-0000 SQYD CLEARING AND GRUBBING Tip Top Construction 58 250.00 14,500.00 Island Roads Corporation 20.00 1,160.00 GEC, LLC 40.52 2,350.16 ENGINEER'S ESTIMATE 58.00 3,364.00 22 T A B U L A T I O N O F B I D S Project No.: Project Name: VI 9999(117) ST. JOHN ROUNDABOUT Date: 01/10/08 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule A 20220-1000 EACH REMOVAL, INDIVIDUAL TREE Tip Top Construction 5 4,500.00 22,500.00 Island Roads Corporation 750.00 3,750.00 GEC, LLC 2,405.00 12,025.00 ENGINEER'S ESTIMATE 1,000.00 5,000.00 20301-1400 EACH REMOVAL OF INLET Tip Top Construction 1 1,500.00 1,500.00 Island Roads Corporation 1,200.00 1,200.00 GEC, LLC 2,550.00 2,550.00 ENGINEER'S ESTIMATE 1,425.00 1,425.00 20301-1700 EACH REMOVAL OF MANHOLE Tip Top Construction 2 2,500.00 5,000.00 Island Roads Corporation 1,200.00 2,400.00 GEC, LLC 2,537.50 5,075.00 ENGINEER'S ESTIMATE 990.00 1,980.00 20301-2400 EACH REMOVAL OF SIGN Tip Top Construction 10 200.00 2,000.00 Island Roads Corporation 50.00 500.00 GEC, LLC 240.00 2,400.00 ENGINEER'S ESTIMATE 250.00 2,500.00 20301-2700 EACH REMOVAL OF STRUCTURE (TEXACO CANOPY) Tip Top Construction 1 18,000.00 18,000.00 Island Roads Corporation 4,000.00 4,000.00 GEC, LLC 0.00 0.00 ENGINEER'S ESTIMATE 50,000.00 50,000.00 20301-2700 EACH REMOVAL OF STRUCTURE (STAIRCASE) Tip Top Construction 4 2,500.00 10,000.00 Island Roads Corporation 3,000.00 12,000.00 GEC, LLC 4,056.25 16,225.00 ENGINEER'S ESTIMATE 8,000.00 32,000.00 20301-3100 EACH REMOVAL OF UTILITY POLE Tip Top Construction 2 1,500.00 3,000.00 Island Roads Corporation 300.00 600.00 GEC, LLC 2,027.50 4,055.00 ENGINEER'S ESTIMATE 950.00 1,900.00 23 T A B U L A T I O N O F B I D S Project No.: Project Name: VI 9999(117) ST. JOHN ROUNDABOUT Date: 01/10/08 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule A 20301-3400 EACH REMOVAL OF WHEELSTOP Tip Top Construction 20 100.00 2,000.00 Island Roads Corporation 50.00 1,000.00 GEC, LLC 107.00 2,140.00 ENGINEER'S ESTIMATE 60.00 1,200.00 20302-0300 LNFT REMOVAL OF CURB AND GUTTER, CONCRETE Tip Top Construction 745 25.00 18,625.00 Island Roads Corporation 30.00 22,350.00 GEC, LLC 12.17 9,066.65 ENGINEER'S ESTIMATE 16.00 11,920.00 20302-0700 LNFT REMOVAL OF FENCE Tip Top Construction 22 15.00 330.00 Island Roads Corporation 20.00 440.00 GEC, LLC 32.95 724.90 ENGINEER'S ESTIMATE 30.00 660.00 20302-2100 LNFT REMOVAL OF PIPE CULVERT Tip Top Construction 370 100.00 37,000.00 Island Roads Corporation 50.00 18,500.00 GEC, LLC 140.00 51,800.00 ENGINEER'S ESTIMATE 110.00 40,700.00 20302-2200 LNFT REMOVAL OF SEWERLINE Tip Top Construction 395 75.00 29,625.00 Island Roads Corporation 50.00 19,750.00 GEC, LLC 538.33 212,640.35 ENGINEER'S ESTIMATE 10.00 3,950.00 20303-0300 SQYD REMOVAL OF CONCRETE Tip Top Construction 515 250.00 128,750.00 Island Roads Corporation 40.00 20,600.00 GEC, LLC 25.81 13,292.15 ENGINEER'S ESTIMATE 48.00 24,720.00 20303-3200 SQYD REMOVAL OF SIDEWALK, CONCRETE Tip Top Construction 244 125.00 30,500.00 Island Roads Corporation 30.00 7,320.00 GEC, LLC 30.41 7,420.04 ENGINEER'S ESTIMATE 25.00 6,100.00 24 T A B U L A T I O N O F B I D S Project No.: Project Name: VI 9999(117) ST. JOHN ROUNDABOUT Date: 01/10/08 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule A 20303-3600 SQYD REMOVAL OF WALL Tip Top Construction 136 250.00 34,000.00 Island Roads Corporation 30.00 4,080.00 GEC, LLC 190.00 25,840.00 ENGINEER'S ESTIMATE 240.00 32,640.00 20304-5000 LPSM REMOVAL OF BUILDING (TEXACO GAS STATION) Tip Top Construction ALL 45,000.00 45,000.00 Island Roads Corporation 40,000.00 40,000.00 GEC, LLC 41,955.00 41,955.00 ENGINEER'S ESTIMATE 75,000.00 75,000.00 20304-5000 LPSM REMOVAL OF BUILDING (SCHOOL ANNEX ROOF CORNER) Tip Top Construction ALL 22,000.00 22,000.00 Island Roads Corporation 20,000.00 20,000.00 GEC, LLC 6,180.00 6,180.00 ENGINEER'S ESTIMATE 7,500.00 7,500.00 20401-0000 CUYD ROADWAY EXCAVATION Tip Top Construction 5,900 100.00 590,000.00 Island Roads Corporation 100.00 590,000.00 GEC, LLC 41.68 245,912.00 ENGINEER'S ESTIMATE 65.00 383,500.00 20403-0000 CUYD UNCLASSIFIED BORROW Tip Top Construction 1,030 150.00 154,500.00 Island Roads Corporation 200.00 206,000.00 GEC, LLC 53.06 54,651.80 ENGINEER'S ESTIMATE 46.00 47,380.00 20801-0000 CUYD STRUCTURE EXCAVATION Tip Top Construction 500 135.00 67,500.00 Island Roads Corporation 250.00 125,000.00 GEC, LLC 187.55 93,775.00 ENGINEER'S ESTIMATE 100.00 50,000.00 20801-0000 CUYD STRUCTURE EXCAVATION (UNDERPINNING) Tip Top Construction 444 250.00 111,000.00 Island Roads Corporation 600.00 266,400.00 GEC, LLC 232.80 103,363.20 ENGINEER'S ESTIMATE 1,300.00 577,200.00 25 T A B U L A T I O N O F B I D S Project No.: Project Name: VI 9999(117) ST. JOHN ROUNDABOUT Date: 01/10/08 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule A 30102-0300 SQYD AGGREGATE BASE GRADING C, 8-INCH DEPTH Tip Top Construction 3,125 65.00 203,125.00 Island Roads Corporation 80.00 250,000.00 GEC, LLC 58.41 182,531.25 ENGINEER'S ESTIMATE 45.00 140,625.00 40301-0300 TON HOT ASPHALT CONCRETE PAVEMENT, GRADING C Tip Top Construction 1,030 300.00 309,000.00 Island Roads Corporation 350.00 360,500.00 GEC, LLC 575.85 593,125.50 ENGINEER'S ESTIMATE 260.00 267,800.00 40301-0500 TON HOT ASPHALT CONCRETE PAVEMENT, GRADING E Tip Top Construction 320 325.00 104,000.00 Island Roads Corporation 350.00 112,000.00 GEC, LLC 575.84 184,268.80 ENGINEER'S ESTIMATE 260.00 83,200.00 41102-0000 GAL PRIME COAT Tip Top Construction 430 25.00 10,750.00 Island Roads Corporation 25.00 10,750.00 GEC, LLC 24.67 10,608.10 ENGINEER'S ESTIMATE 6.00 2,580.00 41202-0000 GAL TACK COAT Tip Top Construction 860 30.00 25,800.00 Island Roads Corporation 25.00 21,500.00 GEC, LLC 24.68 21,224.80 ENGINEER'S ESTIMATE 10.00 8,600.00 41301-0600 SQYD ASPHALT PAVEMENT MILLING, 2-INCH DEPTH Tip Top Construction 40 750.00 30,000.00 Island Roads Corporation 100.00 4,000.00 GEC, LLC 49.37 1,974.80 ENGINEER'S ESTIMATE 57.00 2,280.00 55201-0200 CUYD STRUCTURAL CONCRETE, CLASS A (AE) Tip Top Construction 55 1,900.00 104,500.00 Island Roads Corporation 2,000.00 110,000.00 GEC, LLC 1,305.00 71,775.00 ENGINEER'S ESTIMATE 1,000.00 55,000.00 26 T A B U L A T I O N O F B I D S Project No.: Project Name: VI 9999(117) ST. JOHN ROUNDABOUT Date: 01/10/08 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule A 55201-0200 CUYD STRUCTURAL CONCRETE, CLASS A (AE) , STRUCTURES Tip Top Construction 236 1,900.00 448,400.00 Island Roads Corporation 2,000.00 472,000.00 GEC, LLC 1,632.86 385,354.96 ENGINEER'S ESTIMATE 2,050.00 483,800.00 55201-1200 CUYD STRUCTURAL CONCRETE, CLASS SEAL Tip Top Construction 163 1,900.00 309,700.00 Island Roads Corporation 2,000.00 326,000.00 GEC, LLC 822.70 134,100.10 ENGINEER'S ESTIMATE 1,100.00 179,300.00 55220-0000 LNFT EXPANSION JOINTS Tip Top Construction 50 25.00 1,250.00 Island Roads Corporation 100.00 5,000.00 GEC, LLC 74.00 3,700.00 ENGINEER'S ESTIMATE 50.00 2,500.00 55401-1000 LB REINFORCING STEEL Tip Top Construction 14,000 2.00 28,000.00 Island Roads Corporation 10.00 140,000.00 GEC, LLC 2.40 33,600.00 ENGINEER'S ESTIMATE 3.00 42,000.00 55601-0100 LNFT BRIDGE RAILING, ALUMINUM HANDRAIL Tip Top Construction 41 325.00 13,325.00 Island Roads Corporation 400.00 16,400.00 GEC, LLC 321.10 13,165.10 ENGINEER'S ESTIMATE 200.00 8,200.00 55601-0100 LNFT BRIDGE RAILING, ALUMINUM PEDESTRIAN RAILING Tip Top Construction 256 150.00 38,400.00 Island Roads Corporation 400.00 102,400.00 GEC, LLC 299.61 76,700.16 ENGINEER'S ESTIMATE 420.00 107,520.00 55601-0100 LNFT BRIDGE RAILING, ALUMINUM WALL RAIL Tip Top Construction 89 325.00 28,925.00 Island Roads Corporation 400.00 35,600.00 GEC, LLC 157.13 13,984.57 ENGINEER'S ESTIMATE 200.00 17,800.00 27 T A B U L A T I O N O F B I D S Project No.: Project Name: VI 9999(117) ST. JOHN ROUNDABOUT Date: 01/10/08 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule A 60201-0500 LNFT 15-INCH PIPE CULVERT Tip Top Construction 480 275.00 132,000.00 Island Roads Corporation 400.00 192,000.00 GEC, LLC 293.50 140,880.00 ENGINEER'S ESTIMATE 250.00 120,000.00 60201-0600 LNFT 18-INCH PIPE CULVERT Tip Top Construction 130 325.00 42,250.00 Island Roads Corporation 500.00 65,000.00 GEC, LLC 346.46 45,039.80 ENGINEER'S ESTIMATE 300.00 39,000.00 60201-0800 LNFT 24-INCH PIPE CULVERT Tip Top Construction 162 500.00 81,000.00 Island Roads Corporation 600.00 97,200.00 GEC, LLC 433.06 70,155.72 ENGINEER'S ESTIMATE 400.00 64,800.00 60401-0000 EACH MANHOLE Tip Top Construction 4 17,500.00 70,000.00 Island Roads Corporation 9,000.00 36,000.00 GEC, LLC 12,705.00 50,820.00 ENGINEER'S ESTIMATE 5,000.00 20,000.00 60403-1700 EACH INLET, TYPE 6A Tip Top Construction 7 6,500.00 45,500.00 Island Roads Corporation 8,000.00 56,000.00 GEC, LLC 13,558.57 94,909.99 ENGINEER'S ESTIMATE 5,040.00 35,280.00 60403-1900 EACH INLET, TYPE 6B Tip Top Construction 3 7,500.00 22,500.00 Island Roads Corporation 8,000.00 24,000.00 GEC, LLC 13,471.67 40,415.01 ENGINEER'S ESTIMATE 4,200.00 12,600.00 60404-0000 EACH CATCH BASIN Tip Top Construction 11 9,000.00 99,000.00 Island Roads Corporation 8,000.00 88,000.00 GEC, LLC 12,206.82 134,275.02 ENGINEER'S ESTIMATE 4,000.00 44,000.00 28 T A B U L A T I O N O F B I D S Project No.: Project Name: VI 9999(117) ST. JOHN ROUNDABOUT Date: 01/10/08 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule A 60405-0000 EACH MANHOLE ADJUSTMENT Tip Top Construction 1 4,000.00 4,000.00 Island Roads Corporation 900.00 900.00 GEC, LLC 985.00 985.00 ENGINEER'S ESTIMATE 700.00 700.00 60413-0000 LNFT TRENCH DRAIN Tip Top Construction 135 500.00 67,500.00 Island Roads Corporation 600.00 81,000.00 GEC, LLC 619.78 83,670.30 ENGINEER'S ESTIMATE 162.00 21,870.00 60504-0000 SQYD GEOCOMPOSITE SHEET DRAIN SYSTEM Tip Top Construction 100 100.00 10,000.00 Island Roads Corporation 100.00 10,000.00 GEC, LLC 296.85 29,685.00 ENGINEER'S ESTIMATE 150.00 15,000.00 60901-1700 LNFT CURB, CONCRETE, 18-INCH DEPTH Tip Top Construction 70 160.00 11,200.00 Island Roads Corporation 125.00 8,750.00 GEC, LLC 21.14 1,479.80 ENGINEER'S ESTIMATE 75.00 5,250.00 60902-0800 LNFT CURB AND GUTTER, CONCRETE, 10-INCH DEPTH Tip Top Construction 280 140.00 39,200.00 Island Roads Corporation 150.00 42,000.00 GEC, LLC 37.02 10,365.60 ENGINEER'S ESTIMATE 100.00 28,000.00 60902-1000 LNFT CURB AND GUTTER, CONCRETE, 12-INCH DEPTH Tip Top Construction 800 140.00 112,000.00 Island Roads Corporation 170.00 136,000.00 GEC, LLC 48.87 39,096.00 ENGINEER'S ESTIMATE 120.00 96,000.00 60905-1000 LNFT GUTTER, CONCRETE (VALLEY) Tip Top Construction 331 100.00 33,100.00 Island Roads Corporation 100.00 33,100.00 GEC, LLC 35.80 11,849.80 ENGINEER'S ESTIMATE 85.00 28,135.00 29 T A B U L A T I O N O F B I D S Project No.: Project Name: VI 9999(117) ST. JOHN ROUNDABOUT Date: 01/10/08 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule A 60915-1000 EACH WHEELSTOP, CONCRETE Tip Top Construction 20 750.00 15,000.00 Island Roads Corporation 250.00 5,000.00 GEC, LLC 271.50 5,430.00 ENGINEER'S ESTIMATE 288.00 5,760.00 61101-0000 LPSM WATER SYSTEM Tip Top Construction ALL 195,000.00 195,000.00 Island Roads Corporation 200,000.00 200,000.00 GEC, LLC 118,515.00 118,515.00 ENGINEER'S ESTIMATE 228,900.00 228,900.00 61201-0000 LPSM SEWER SYSTEM Tip Top Construction ALL 137,000.00 137,000.00 Island Roads Corporation 225,000.00 225,000.00 GEC, LLC 90,575.00 90,575.00 ENGINEER'S ESTIMATE 77,250.00 77,250.00 61501-0100 SQYD SIDEWALK, CONCRETE Tip Top Construction 500 240.00 120,000.00 Island Roads Corporation 200.00 100,000.00 GEC, LLC 204.02 102,010.00 ENGINEER'S ESTIMATE 90.00 45,000.00 61505-1000 EACH ACCESSIBILITY RAMP, CONCRETE Tip Top Construction 7 1,000.00 7,000.00 Island Roads Corporation 1,500.00 10,500.00 GEC, LLC 1,392.14 9,744.98 ENGINEER'S ESTIMATE 350.00 2,450.00 62026-1000 SQYD REMOVE AND RESET STONE MASONRY Tip Top Construction 32 750.00 24,000.00 Island Roads Corporation 500.00 16,000.00 GEC, LLC 592.34 18,954.88 ENGINEER'S ESTIMATE 2,400.00 76,800.00 62401-0300 SQYD FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH Tip Top Construction 260 100.00 26,000.00 Island Roads Corporation 20.00 5,200.00 GEC, LLC 47.21 12,274.60 ENGINEER'S ESTIMATE 48.00 12,480.00 30 T A B U L A T I O N O F B I D S Project No.: Project Name: VI 9999(117) ST. JOHN ROUNDABOUT Date: 01/10/08 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule A 62502-0000 SQYD TURF ESTABLISHMENT Tip Top Construction 260 150.00 39,000.00 Island Roads Corporation 40.00 10,400.00 GEC, LLC 22.12 5,751.20 ENGINEER'S ESTIMATE 15.00 3,900.00 63304-0900 SQFT SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING Tip Top Construction 390 100.00 39,000.00 Island Roads Corporation 100.00 39,000.00 GEC, LLC 31.09 12,125.10 ENGINEER'S ESTIMATE 80.00 31,200.00 63316-1000 EACH REMOVE AND RESET SIGN Tip Top Construction 1 2,000.00 2,000.00 Island Roads Corporation 200.00 200.00 GEC, LLC 200.00 200.00 ENGINEER'S ESTIMATE 1,000.00 1,000.00 63401-1500 LNFT PAVEMENT MARKINGS, TYPE H, SOLID Tip Top Construction 1,750 15.00 26,250.00 Island Roads Corporation 10.00 17,500.00 GEC, LLC 24.69 43,207.50 ENGINEER'S ESTIMATE 2.40 4,200.00 63403-0800 SQFT PAVEMENT MARKINGS, TYPE H Tip Top Construction 330 30.00 9,900.00 Island Roads Corporation 100.00 33,000.00 GEC, LLC 24.68 8,144.40 ENGINEER'S ESTIMATE 20.00 6,600.00 63501-0000 LPSM TEMPORARY TRAFFIC CONTROL Tip Top Construction ALL 95,000.00 95,000.00 Island Roads Corporation 75,000.00 75,000.00 GEC, LLC 537,970.00 537,970.00 ENGINEER'S ESTIMATE 48,000.00 48,000.00 63501-2000 LPSM TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM Tip Top Construction ALL 65,000.00 65,000.00 Island Roads Corporation 87,000.00 87,000.00 GEC, LLC 206,250.00 206,250.00 ENGINEER'S ESTIMATE 60,000.00 60,000.00 31 T A B U L A T I O N O F B I D S Project No.: Project Name: VI 9999(117) ST. JOHN ROUNDABOUT Date: 01/10/08 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule A 63502-1500 EACH TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A Tip Top Construction 4 500.00 2,000.00 Island Roads Corporation 5,000.00 20,000.00 GEC, LLC 42,025.00 168,100.00 ENGINEER'S ESTIMATE 100.00 400.00 63502-2100 EACH TEMPORARY TRAFFIC CONTROL, CRASH CUSHION Tip Top Construction 2 3,500.00 7,000.00 Island Roads Corporation 18,000.00 36,000.00 GEC, LLC 3,502.50 7,005.00 ENGINEER'S ESTIMATE 12,000.00 24,000.00 63502-2700 EACH TEMPORARY TRAFFIC CONTROL, REPLACEMENT CARTRIDGES FOR CRASH CUSHION Tip Top Construction 2 3,500.00 7,000.00 Island Roads Corporation 2,000.00 4,000.00 GEC, LLC 1,752.50 3,505.00 ENGINEER'S ESTIMATE 4,500.00 9,000.00 63503-0400 LNFT TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER Tip Top Construction 360 150.00 54,000.00 Island Roads Corporation 200.00 72,000.00 GEC, LLC 243.89 87,800.40 ENGINEER'S ESTIMATE 35.00 12,600.00 63503-0500 LNFT TEMPORARY TRAFFIC CONTROL, MOVING CONCRETE BARRIER Tip Top Construction 600 300.00 180,000.00 Island Roads Corporation 50.00 30,000.00 GEC, LLC 30.00 18,000.00 ENGINEER'S ESTIMATE 10.00 6,000.00 63503-1000 LNFT TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE Tip Top Construction 1,430 15.00 21,450.00 Island Roads Corporation 20.00 28,600.00 GEC, LLC 7.10 10,153.00 ENGINEER'S ESTIMATE 15.00 21,450.00 63507-0500 DAY TEMPORARY TRAFFIC CONTROL, FLAGGER Tip Top Construction 50 97.00 4,850.00 Island Roads Corporation 97.00 4,850.00 GEC, LLC 97.00 4,850.00 ENGINEER'S ESTIMATE 97.00 4,850.00 32 T A B U L A T I O N O F B I D S Project No.: Project Name: VI 9999(117) ST. JOHN ROUNDABOUT Date: 01/10/08 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule A 63507-0800 DAY TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN Tip Top Construction 56 600.00 33,600.00 Island Roads Corporation 1,000.00 56,000.00 GEC, LLC 949.11 53,150.16 ENGINEER'S ESTIMATE 200.00 11,200.00 63601-2000 LPSM SYSTEM INSTALLATION, LIGHTING Tip Top Construction ALL 175,000.00 175,000.00 Island Roads Corporation 150,000.00 150,000.00 GEC, LLC 440,000.00 440,000.00 ENGINEER'S ESTIMATE 107,000.00 107,000.00 63601-3000 LPSM SYSTEM INSTALLATION, ELECTRICAL Tip Top Construction ALL 225,000.00 225,000.00 Island Roads Corporation 250,000.00 250,000.00 GEC, LLC 559,000.00 559,000.00 ENGINEER'S ESTIMATE 203,000.00 203,000.00 63601-3100 LPSM SYSTEM INSTALLATION, TELEPHONE Tip Top Construction ALL 155,000.00 155,000.00 Island Roads Corporation 200,000.00 200,000.00 GEC, LLC 324,500.00 324,500.00 ENGINEER'S ESTIMATE 135,000.00 135,000.00 63601-3200 LPSM SYSTEM INSTALLATION, CABLE TELEVISION Tip Top Construction ALL 95,000.00 95,000.00 Island Roads Corporation 50,000.00 50,000.00 GEC, LLC 291,835.00 291,835.00 ENGINEER'S ESTIMATE 135,000.00 135,000.00 63701-0000 EACH FIELD OFFICE Tip Top Construction 1 30,000.00 30,000.00 Island Roads Corporation 80,000.00 80,000.00 GEC, LLC 256,120.00 256,120.00 ENGINEER'S ESTIMATE 42,000.00 42,000.00 64604-1000 LNFT FIXTURE, HANDRAIL (RT10E-RT104 SIDEWALK) Tip Top Construction 150 200.00 30,000.00 Island Roads Corporation 450.00 67,500.00 GEC, LLC 311.67 46,750.50 ENGINEER'S ESTIMATE 200.00 30,000.00 33 T A B U L A T I O N O F B I D S Project No.: Project Name: VI 9999(117) ST. JOHN ROUNDABOUT Date: 01/10/08 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule A 64820-0100 LPSM REMOVE AND RESET PROPANE TANK Tip Top Construction ALL 12,000.00 12,000.00 Island Roads Corporation 8,000.00 8,000.00 GEC, LLC 13,300.00 13,300.00 ENGINEER'S ESTIMATE 6,000.00 6,000.00 34 T A B U L A T I O N O F B I D S Project No.: Project Name: VI 9999(117) ST. JOHN ROUNDABOUT Date: 01/10/08 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 Tip Top Construction 6,482,505.00 6,482,505.00 Island Roads Corporation 6,926,500.00 6,926,500.00 GEC, LLC 7,949,513.30 7,949,513.30 The apparent low bidder is 20 % above the engineer's estimate. 35 T A B U L A T I O N O F B I D S Project No.: Project Name: VI 9999(117) ST. JOHN ROUNDABOUT Date: 01/10/08 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 No extension errors in this Schedule. 36 37 38 39 40 41 42 43 44 45 46 47 48 Federal Highway Administration Eastern Federal Lands Highway Division Project: VI 9999(117) - St. John Roundabout Final Construction Report Pictures Route 10 East/Centerline Road – utilities infrastructure construction Route 10 East/Centerline Road – Boulon Parking construction 49 Federal Highway Administration Eastern Federal Lands Highway Division Project: VI 9999(117) - St. John Roundabout Final Construction Report Pictures Route 10 East/Centerline Road Route 104/Southside Road 50 Federal Highway Administration Eastern Federal Lands Highway Division Project: VI 9999(117) - St. John Roundabout Final Construction Report Pictures Route 104/ Southside Road curbs and gutter construction Route 104/Southside Road curbs and gutter construction 51 Federal Highway Administration Eastern Federal Lands Highway Division Project: VI 9999(117) - St. John Roundabout Final Construction Report Pictures Route 104/Southside Road Route 104/Southside Road –project completion 52 Federal Highway Administration Eastern Federal Lands Highway Division Project: VI 9999(117) - St. John Roundabout Final Construction Report Pictures Roundabout area – electrical manhole and counduit installation Constructed roundabout with stamped concrete 53 Federal Highway Administration Eastern Federal Lands Highway Division Project: VI 9999(117) - St. John Roundabout Final Construction Report Pictures Electric conduit installation at Centerline Road/Route 10 West Centerline Road/Route 10 West –project completion 54 Federal Highway Administration Eastern Federal Lands Highway Division Project: VI 9999(117) - St. John Roundabout Final Construction Report Pictures Gas Station building demolition works; view from Road 104/Southside road Cleaning and debris removal of the gas station building 55 Federal Highway Administration Eastern Federal Lands Highway Division Project: VI 9999(117) - St. John Roundabout Final Construction Report Pictures Project completion 56