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FINAL CONSTRUCTION REPORT PROJECT VI DE-66(9) CHRISTIANSTED BYPASS PHASE 1A, CONTRACT 2 INDEX PAGE I. PROJECT DESCRIPTION……………………….………..…… 1 II. PROJECT DATA……………………………………....……..… 2-7 III. CONSTRUCTION..………………………….………....….….... 7-27 IV. CONSTRUCTION ENGINEERING…………………………… 27 V. APPENDIX: Title Sheet/Location Map………………………………....…….. 28-29 Typical Sections…………………………….…………………… 30-34 Tabulation of Bids……………………………………….……… 35-53 Final Voucher Assembly Final Voucher and Claims Release…………………..… 54-55 Letter of Acceptance from Client……………….….…… 56 Letter of Acceptance from FHWA……………….…...… 57 Materials Certification………….…….……...………….. 58 Final Estimate…………….……..….…….……………… 59-68 Project Photos………………………………….…….…….……. 69-77 FINAL CONSTRUCTION REPORT PROJECT VI DE-66(9) CHRISTIANSTED BYPASS PHASE 1A, CONTRACT 2 I. PROJECT DESCRIPTION A. Project Number - Project VI DE-66(9) Phase 1A, Contract 2, was located in Christiansted, St. Croix, United States Virgin Islands. B. Description of Work – Grading, drainage, anchor block, ground anchors, paving, erosion control, and other work. C. Environmental Considerations – Demolition Permit: By fax dated April 7, 2006, the Government of the Virgin Islands of the United Stated, Department of Planning and Natural Resources, Division of Permits issued Demolition Permit No. D12-06 for the removal of three houses near Peter’s Farm, three sheds, and one cistern at Peter’s Farm, as well as a foundation at Mount Welcome, and one old water tank at Recovery Hill. Building Permit: By fax dated April 7, 2006, the Government of the Virgin Islands of the United States, Department of Planning and Natural Resources, Division of Permits issued Building Permit No. 171-06 for Phase 1A of the Christiansted Bypass project. Earth Change Permit: By fax dated April 7, 2006, the Government of the Virgin Islands of the United States, Department of Planning and Natural Resources, Division of Environmental Protection issued Earth Change Permit No. STX-156- 06, in accordance with V.I. Code Title 12, Chapter 13 § 534 (a). II. PROJECT DATA A. Specifications – Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-96 (English). B. Termini – Christiansted Bypass: Station 75+50 to 99+80.28 Line 20 (Kings Cross Street): Station 1+00 to 8+70.92 Line II: Station 1+00 to 2+98.20 Line A: Station 1+00 to 6+14.09 Line B: Station 1+00 to 1+63.27 Line A1: Station 1+00 to 5+02.00 1 Line C: Station 1+00 to 5+63.60 Line 32A: Station 1+00 to 1+83.68 Line 32: Station 1+00 to 2+94.83 C. Length – Christiansted Bypass 2,430.3 feet Line 20 770.9 feet Line II 198.2 feet Line A 514.1 feet Line B 63.3 feet Line A1 402.0 feet Line C 463.6 feet Line 32A 83.7 feet Line 32 194.8 feet Total length 5,120.9 feet (0.97 miles) D. Width – Christiansted Bypass: Two to five 12-foot lanes with variable shoulders Line 20: Travel width 22 feet Line II: Travel width 20 feet Line A: Travel width 15 feet Line B: Travel width 15 feet Line A1: Travel width 15 feet Line C: Travel width 15 feet Line 32: Travel width 28 feet Line 32A: Travel width 12 feet E. Pavement Structure – Christiansted Bypass Station: 13-inch Aggregate base grading C or D (2 lifts), 4- inch Hot Asphalt Concrete Pavement (HACP) Class B Grading E surface course type 4 pavement smoothness. Lines 20, II, A, B, A1, C, 32, 32A: 8-inch Aggregate base grading C or D (2 lifts), 4-inch, HACP Class B Grading C binder course (2 lifts), asphalt tack coat, 2-inch HACP Class B Grading E surface course type 4 pavement smoothness. F. Structures – None G. Contract Number and Date – DTFH71-07-C-00024 – August 22, 2007 2 H. Contracting Officers – Melisa L. Ridnour Division Engineer Donald W. Miller Director, Project Delivery Peggy L. Schaad Contracting Officer Thomas J. Scott, Jr. Construction Engineer Jameel A. Siddiqi Construction Operations Engineer I. Contract Bid Amount – $12,504,695.00 J. Engineer’s Estimate – $11,445,000.00 K. Final Contract Amount – $17,292,284.18 L. Contract Time – Award Date: August 22, 2007 Notice to Proceed: October 1, 2007 Original Completion date: December 23, 2008 Authorized Extension Granted: 283 Calendar Days Revised Completion Date: October 2, 2009 Date Substantially Completed: October 2, 2009 Date All Work Completed: October 2, 2009 Liquidated Damages Accessed: None M. Contractor – Kirkland Construction, RLLP Small Business Concern (SBC) 2101 Main Street P.O. Box 580 Rye, CO 81069 N. Subcontractors – Heights Construction, Inc. SBC 489 Franagipani Disadvantage Business Enterprise (DBE) Christiansted, VI 00851 Culverts, Waterway, Sidewalk, etc. $689,292.11 Vivot Construction Corporation SBC, DBE 7410 Estate Boyvini, Suite 9 St. Thomas, VI 00802 Shotcrete, Erosion Control, Inlets $1,005,016.81 3 Tommy’s Trucking Service SBC P.O. Box 4971 Kingshill, VI 00851 Trucking $ 61,661.36 Chitolie Trucking Service SBC P.O. Box 2738 Kingshill, VI 00851 Trucking $942,783.13 Ephrem Bannis Trucking SBC 105 Cane Estate Fredericksted, VI 00841 Trucking $99,480.20 Patrick Senhouse Trucking SBC P.O. Box 7045 Christiansted, VI 00823 Trucking $98,520.00 Lakes Trucking & Heavy Equipment SBC 16 AK Estate Calquohoun Kingshill, VI 00851 Clearing, Stripping, and Trucking $214,308.62 DC5 Heavy Equipment Rental SBC P.O. Box 2420 Kingshill St. Croix, VI 00851 Heavy Equipment Rental $157,232.76 Austin Blasting Large Business Concern (LBC) P.O. Box 2014 Toa Baja, PR 00951 Blasting $325,290.05 Virgin Islands Asphalt Products Co. LBC (VIAPCO) 13 H Est Bethlehem Frederiksted, VI 00841 Asphalt Paving $189,155.92 4 Bruno Trucking SBC #35 Williams Delight P.O. Box 3862 Kingshill, VI 00851 Trucking $ 16,537.50 Scotland Trucking SBC P.O. Box 7232 Christiansted, VI 00823 Trucking $ 19,875.00 K & S Trucking SBC, DBC P.O. Box 3354 Kingshill, VI 00851 Trucking $ 14,775.00 JKL Trucking SBC DBC, P.O. Box 871 Kingshill, VI 00851 Trucking $ 33,862.50 EG Trucking SBC, DBC P.O. Box 2159 Christiansted, VI 00840 Trucking $ 8,775.00 Darlington Procter SBC, DBC P.O. Box 4043 Kingshill, VI 00851 Trucking $ 14,700.00 R. B. Trucking SBC 75 Peter’s Rest Christiansted, VI 00820 Trucking $ 61,200.00 Lindsay Sexius Trucking SBC 72 Peter’s Rest Christiansted, VI 00820 Trucking $ 61,125.00 JRL Trucking SBC, DBC P.O. Box 4275 Kingshill, VI 00851 Trucking $ 15, 825.00 5 Rambo Trucking SBC, DBC P.O. Box 5386 Kingshill, VI 00851 Trucking $ 49,275.00 Owens Trucking SBC, DBC P.O. Box 1523 Frederiksted, VI 00841 Trucking $ 3,150.00 MDB Trucking SBC, DBC P.O. Box 1142 Christiansted, VI 00821 Trucking $ 1,500.00 Alicia Vigilant-Emmanuel SBC, DBC, Women Owned D/B/A Greg’s Trucking Business Concern (WBC) P.O. Box 3919 Kingshill, VI 00851 Trucking $ 7,125.00 Arjune Trucking SBC P.O. Box 398 Kingshill, VI 00851 Trucking $ 17,700.00 Valmont Trucking SBC, DBC P. O. Box 726 Kingshill, VI 00851 Trucking $ 12,075.00 Original Trucking SBC, DBC P.O. Box 2588 Frederiksted, VI 00841 Trucking $ 44,361.30 K & E Construction, Inc. SBC, DBC P.O. Box 1575 St. Croix, VI 00851 Trucking $ 1,537.50 Dolphin Enterprises, Inc. SBC, DBC P.O. Box 502520 St. Thomas, VI 00805 Trucking $ 46,875.00 6 Adrian A. Garib SBC, DBC D/B/A Adrian Trucking P.O. Box 6299 Sunny Isle St. Croix, VI 00823 Trucking $ 43,575.00 Dynamic Innovative Corp SBC 306 Williams Delight St. Croix, VI 00840 Trucking $ 7,762.50 Stephen Chitolie SBC, DBC D/B/A Stephen’s Trucking P.O. Box 2738 Kingshill, VI 00851 Trucking $ 52,275.00 Fast & Reliable Services, Inc. SBC, DBC P.O. Box 222800 Christiansted, VI 00822 Trucking $ 63,112.50 O. Construction Engineering Costs – EFLHD PE Costs: $100,117.52 EFLHD CE Costs $619,121.16 Total Costs: $719,238.68 Percent of the Final Contract Amount = 4.16% P. Maintaining Agency - Government of the U. S. Virgin Islands Department of Public Works II. CONSTRUCTION A. Materials – Item No. 25101C: Placed Rip Rap, Class 3 Supplier: Heavy Materials P.O. Box 1547 Frederiksted, VI 00841 Material: Shot rock meeting Class 3 Requirements 7 Specific Gravity, Apparent: 2.74 Absorption: 0.67% LA Abrasion: 12% Geotextile: Mirafi FW404 (Type IV-B) Supplier: JM Caribbean Distributors Toa Baja, PR 00949 Item No. 25601: Ground Anchor, 1 3/8-inch Diameter All-Thread-Bar Ground Anchor and Item No. 25902K: Rockbolt, Cement Grouted, 20 feet Long Supplier: Williams Form Engineering Corp. 7601 N. Columbia Blvd Portland, OR 97203 Grout: Wil-X- Cement – Hydraulic Cement K and Type E-1 Supplier: Williams Form Engineering Corp. 251 Rooney Road Golden, CO 80108 Item No. 30101Z: Aggregate Base, Grading C Supplier: Heavy Materials P.O. Box 1547 Frederiksted, VI 00841 Material: Crushed Aggregate – Springfield Quarry, St. Croix Approved Job Mix Design: Allowable Target Value Deviation Specification Sieves (Percent Passing) (Percent) (Percent Passing) 50.0 mm (2-inch) 100.0 - 100 37.5 mm (1-inch) 87.0 ±6 81 - 93 19.0 mm (3/4-inch) 78.0 ±6 72 - 84 9.5 mm (3/8-inch) 52.0 ±6 46 - 58 4.75 mm (#4) 35.0 ±6 29 - 41 75 µm (#200) 6.9 ±3.0 3.9 – 9.9 8 Maximum Dry Density: 148.7 pounds per cubic foot (pcf) Optimum Moisture Content: 5.7 percent Bulk Specific Gravity (Sp/Gr): 2.696 Sodium Sulfate Soundness: 1.1 percent LA Abrasion: NA Fractured Faces: 100 percent Liquid Limit: ND Plasticity Index: Non-plastic Item No. 40101BC: Hot Asphalt Concrete Pavement, Class B, Grading C (Marshall Mix Design) and Item No. 40101BED: Hot Asphalt Concrete Pavement, Class B, Grading E, Type 4 Pavement Smoothness (Marshall Mix Design) Supplier: Virgin Islands Asphalt Products Corporations (VIAPCO) St. Croix, Virgin Islands Aggregates: # 7 Rock 35 percent Heavy Materials Springfield Quarry St. Croix, Virgin Islands Bulk Sp/Gr: 2.80 Apparent Sp/Gr: 2.86 Absorption: 0.75 percent LA Abrasion: 18.0 percent Sodium Sulfate Soundness: 1.8 percent 0.25-inch Fines 25 percent Heavy Materials Springfield Quarry St. Croix, Virgin Islands Bulk Sp/Gr: 2.60 Apparent Sp/Gr: 2.67 Absorption: 1.1 percent Sodium Sulfate Soundness: 1.8 percent #10 40 percent Heavy Materials Springfield Quarry St. Croix, Virgin Islands 9 Bulk Sp/Gr: 2.67 Apparent Sp/Gr: 2.86 Absorption: 2.50 percent Sodium Sulfate Soundness: 1.8 percent Asphalt Binder Grade and Source: AC-30 Sargent Trading Tampa, Florida Job Mix Design Properties: Allowable Target Value Deviation Specification Sieves (Percent Passing) (Percent) (Percent Passing) 19.0 mm (3/4-inch) 100 - 100 12.5 mm (1/2-inch) 100 - 97 - 100 9.5 mm (3/8-inch) 93 ±6 87 - 99 4.75 mm (#4) 60 ±7 53 - 67 2.36 mm (#8) 37 ±6 31 - 43 600 µm (#30) 15 ±4 11 - 19 300 µm (#50) 11 ±3 8 - 14 150 µm (#100) 8 75 µm (#200) 5.8 ±2.0 3.8 – 7.8 Asphalt Content: 6.6 (± 0.5) percent of total mix Maximum Theoretical Specific Gravity: 2.575 Dust/Asphalt Ratio: 0.97 Voids in Mineral Aggregate (VMA): 16.9 percent Air Void Content: 4.3 percent Pay Factor 80 percent Item No. 41202: Tack Coat (RS-1) Supplier: Mariani Aphalt TK E-1 5201 Causeway Boulevard Tampa, FL 33675 Item No. 55214A: Structural Concrete Class A (AE) for 8-foot x 8-foot x 1-foot 9-inch Anchor Block Supplier: Spartan Concrete Products, LLC Christiansted, Virgin Islands Mix Requirements: Minimum Strength – 4000 pounds per square inch (psi) in 28 days 10 Minimum Cement Content – 611 lbs/cy3 Maximum Water/Cement Ratio – 0.44 Maximum Slump – 4.0 inches Minimum Air Content – 4.0 percent Cement: Cemento Colon Type II 680 lbs/cy3 Holcim Cement Puerto Cumarebo, Venezuela Flyash Cement: Flyash Type F 70 lbs/cy3 Ecologica Carmelo Fine Aggregate: Manufactured Course Sand 1433 lbs/cy3 Canrico Quarries Course Aggregate: No. 67 1000 lbs/cy3 Aggregates, LLC Fredericksted, Virgin Islands Course Aggregate: No. 8 300 lbs/cy3 Aggregates, LLC Fredericksted, Virgin Islands Water: Potable Water 309 lbs/cy3 USVI WAPA Christiansted, Virgin Islands Air Entrainment: Darex AEA 1.6 oz/cwt Grace Construction Products Cambridge, MA 02140 Water Reducer: WRDA-60 6 oz/cwt Grace Construction Products Cambridge, MA 02140 Item No. 56601N: Shotcrete, 6-inch Depth Supplier: Spartan Concrete Products, LLC Christiansted, Virgin Islands Mix Requirements: Minimum Strength – 5300 pounds per square inch (psi) in 28 days Design Water/Cement Ratio – 0.39 Minimum Air Content – 5.0 percent 11 Cement: Cement Colon Type II 800 lbs/yd3 Holcim Cement Puerto Cumarebo, Venezuela Flyash Cement: Flyash Type F 200 lbs/yd3 Ecologica Carmelo Fine Aggregate: Manufactured Coarse Sand 1909 lbs/yd3 Aggregates, LLC Fredericksted, Virgin Islands Course Aggregate: No. 89 500 lbs/yd3 Aggregates, LLC Fredericksted, Virgin Islands Water: Potable Water 392 lbs/yd3 USVI WAPA Christiansted, Virgin Islands Water Reducer: WRDA-60 6 oz/cwt Grace Construction Products Cambridge, MA 02140 Miscellaneous: Daratard 152 2 oz/cwt Retarder Grace Construction Products as required Cambridge, MA 02140 Item No. 60104: Concrete (Stilling Basin, 42-inch) and Item No. 60104: Concrete (Stilling Basin, 6x5 Box) Supplier: Spartan Concrete Products, LLC Christiansted, Virgin Islands Mix Requirements: Minimum Strength – 4000 pounds per square inch (psi) in 28 days Minimum Cement Content – 611 lbs/cy3 Maximum Water/Cement Ratio – 0.44 Maximum Slump – 4.0 inches Minimum Air Content – 4.0 percent 12 Cement: Cemento Colon Type II 680 lbs/cy3 Holcim Cement Puerto Cumarebo, Venezuela Flyash Cement: Flyash Type F 70 lbs/cy3 Ecologica Carmelo Fine Aggregate: Manufactured Course Sand 1433 lbs/cy3 Canrico Quarries Course Aggregate: No. 67 1000 lbs/cy3 Aggregates, LLC Fredericksted, Virgin Islands Course Aggregate: No. 8 300 lbs/cy3 Aggregates, LLC Fredericksted, Virgin Islands Water: Potable Water 309 lbs/cy3 USVI WAPA Christiansted, Virgin Islands Air Entrainment: Darex AEA 1.6 oz/cwt Grace Construction Products Cambridge, MA 02140 Water Reducer: WRDA-60 6 oz/cwt Grace Construction Products Cambridge, MA 02140 Item 60201K, M, Q: 18-inch to 42-inch Pipe Culverts and Item 60206K, M, Q: 18-inch to 42-inch Pipe Culvert End Section Supplier: Atlantic Pipe Corporation Edif. Centro de Seguros Ave. Ponce de Leon #701 Santurce, PR 00907 Bedding: No. 8 Stone – Class B Supplier: Aggregates, LLC Fredericksted, Virgin Islands 13 Item No. 60211FE: 6-foot Span, 5-foot Rise Reinforced Concrete Box Culvert Single Barrel and Item No. 60212EC: 5-foot Span, 3-foot Rise Reinforced Concrete Box Culvert and Item 60214CBAC: Box Culvert Wingwalls, 3-foot Height, Double Barrel, Normal Skew, 2:1 Side Slopes and Item 60214EAAC: Box Culvert Wingwalls, 5-foot Height, Single Barrel, Normal Skew, 2:1 Side Slopes Supplier: Spartan Concrete Products, LLC Christiansted, Virgin Islands Mix Requirements: Minimum Strength – 4000 pounds per square inch (psi) in 28 days Minimum Cement Content – 611 lbs/cy3 Maximum Water/Cement Ratio – 0.44 Maximum Slump – 4.0 inches Minimum Air Content – 4.0 percent Cement: Cemento Colon Type II 680 lbs/cy3 Holcim Cement Puerto Cumarebo, Venezuela Flyash Cement: Flyash Type F 70 lbs/cy3 Ecologica Carmelo Fine Aggregate: Manufactured Course Sand 1433 lbs/cy3 Canrico Quarries Course Aggregate: No. 67 1000 lbs/cy3 Aggregates, LLC Fredericksted, Virgin Islands 14 Course Aggregate: No. 8 300 lbs/cy3 Aggregates, LLC Fredericksted, Virgin Islands Water: Potable Water 309 lbs/cy3 USVI WAPA Christiansted, Virgin Islands Air Entrainment: Darex AEA 1.6 oz/cwt Grace Construction Products Cambridge, MA 02140 Water Reducer: WRDA-60 6 oz/cwt Grace Construction Products Cambridge, MA 02140 Item No. 60401: Manhole Supplier: Puerto Rico Precast Concrete P.O. Box 51059 Toa Baja, PR 00950 Covers: Neenah Foundry Company 2121 Brooks Avenue Neenah, WI 54957 Item No. 60403FA: Inlet, Type 6A and Item No. 60403GA: Inlet, Type 7A and Item No. 60408: Junction Box Supplier: Spartan Concrete Products, LLC Christiansted, Virgin Islands Mix Requirements: Minimum Strength – 4000 pounds per square inch (psi) in 28 days Minimum Cement Content – 611 lbs/cy3 Maximum Water/Cement Ratio – 0.44 Maximum Slump – 4.0 inches Minimum Air Content – 4.0 percent 15 Cement: Cemento Colon Type II 680 lbs/cy3 Holcim Cement Puerto Cumarebo, Venezuela Flyash Cement: Flyash Type F 70 lbs/cy3 Ecologica Carmelo Fine Aggregate: Manufactured Course Sand 1433 lbs/cy3 Canrico Quarries Course Aggregate: No. 67 1000 lbs/cy3 Aggregates, LLC Fredericksted, Virgin Islands Course Aggregate: No. 8 300 lbs/cy3 Aggregates, LLC Fredericksted, Virgin Islands Water: Potable Water 309 lbs/cy3 USVI WAPA Christiansted, Virgin Islands Air Entrainment: Darex AEA 1.6 oz/cwt Grace Construction Products Cambridge, MA 02140 Water Reducer: WRDA-60 6 oz/cwt Grace Construction Products Cambridge, MA 02140 6A-Frame, Grates: Neenah Foundry Company 2121 Brooks Avenue Neenah, WI 54957 7A-Frame, Grates: East Jordan Iron Works 8150 Pontiac Street Commerce City, CO 80022 Item 60426: Oil/Grit Separator (1/2K, 1K, 3K Baysaver) Supplier: Baysaver Technologies, Inc. 1302 Rising Ridge Road, Unit 1 Mount Airy, MD 21771 16 Item 60801D: Paved Waterway, Type 4 and Item No. 60902V: Portland Cement Concrete Curb and Gutter 13-inch Depth Supplier: Spartan Concrete Products, LLC Christiansted, Virgin Islands Mix Requirements: Minimum Strength – 4000 pounds per square inch (psi) in 28 days Minimum Cement Content – 611 lbs/cy3 Maximum Water/Cement Ratio – 0.44 Maximum Slump – 4.0 inches Minimum Air Content – 4.0 percent Cement: Cemento Colon Type II 680 lbs/cy3 Holcim Cement Puerto Cumarebo, Venezuela Flyash Cement: Flyash Type F 70 lbs/cy3 Ecologica Carmelo Fine Aggregate: Manufactured Course Sand 1433 lbs/cy3 Canrico Quarries Course Aggregate: No. 67 1000 lbs/cy3 Aggregates, LLC Fredericksted, Virgin Islands Course Aggregate: No. 8 300 lbs/cy3 Aggregates, LLC Fredericksted, Virgin Islands Water: Potable Water 309 lbs/cy3 USVI WAPA Christiansted, Virgin Islands Air Entrainment: Darex AEA 1.6 oz/cwt Grace Construction Products Cambridge, MA 02140 17 Water Reducer: WRDA-60 6 oz/cwt Grace Construction Products Cambridge, MA 02140 Item No. 61102ND: 8-inch Waterline, Polyvinyl Chloride (PVC) C-900 and Item No. 61102SD: 16-inch Waterline Polyvinyl (PVC) C-900 and Item No. 61103TD: 18-inch Encasement Pipe, Polyvinyl Chloride (PVC) C-900 and Item No. 61103UD: 24-inch Encasement Pipe, Polyvinyl Chloride (PVC) C-900 Pipe Supplier: Ferguson International 12500 Jefferson Avenue Newport News, VA 23602 Link Seals: Diversified Fluid Controls, Inc. 5401 NW 10th Terrace Ft. Lauderdale, FL 33309 Prime Contactor: Kirkland Construction P.O. Box 580 Rye, CO 81069 Item No. 61104DN: Valve, Gate, 8-inch and Item No. 61104DP: Valve, Gate, 10-inch and Item No. 61104DS: Valve, Gate, 16-inch and Item No. 61106: Fire Hydrant 18 Supplier: Ferguson International 12500 Jefferson Avenue Newport News, VA 23602 Supplier: Cole Industrial & Technical Supply, Inc. 1510 31st Street Tampa, FL 33605 Manufacturer: American AVK Company Dallas, Texas Prime Contractor: Kirkland Construction P.O. Box 580 Rye, CO 81069 Item No. 61109: Relocate Water Manhole Supplier: Puerto Rico Precast Concrete P.O. Box 51059 Toa Baja, PR 00950 Item No. 61501B: Portland Cement Concrete Sidewalk and Item No. 61505B: Portland Cement Concrete Wheelchair Ramp Supplier: Spartan Concrete Products, LLC Christiansted, Virgin Islands Mix Requirements: Minimum Strength – 4000 pounds per square inch (psi) in 28 days Minimum Cement Content – 611 lbs/cy3 Maximum Water/Cement Ratio – 0.44 Maximum Slump – 4.0 inches Minimum Air Content – 4.0 percent Cement: Cemento Colon Type II 680 lbs/cy3 Holcim Cement Puerto Cumarebo, Venezuela Flyash Cement: Flyash Type F 70 lbs/cy3 Ecologica Carmelo 19 Fine Aggregate: Manufactured Course Sand 1433 lbs/cy3 Canrico Quarries Course Aggregate: No. 67 1000 lbs/cy3 Aggregates, LLC Fredericksted, Virgin Islands Course Aggregate: No. 8 300 lbs/cy3 Aggregates, LLC Fredericksted, Virgin Islands Water: Potable Water 309 lbs/cy3 USVI WAPA Christiansted, Virgin Islands Air Entrainment: Darex AEA 1.6 oz/cwt Grace Construction Products Cambridge, MA 02140 Water Reducer: WRDA-60 6 oz/cwt Grace Construction Products Cambridge, MA 02140 Product: Truncated Dome Supplier: Armor-Tile Engineered Plastics, Inc. 300 International Drive Suite 100 Williamsville, NY 14221 Item No. 61901CL: Fence, Chain Link Type, 96-inch Height and Item No. 61902CL: Gate, Chain Link Type, 22-foot Width Supplier: Orlando Steel Enterprises, Inc. 1610 N. Goldenrod Road Orlando, FL 32807 20 Item No. 61910: Fence, Rock Fall Netting Supplier: Maccaferri, Inc. Administrative Office 10303 Governor Lane Boulevard Williamsport, MD 21795 Grout: Wil-X- Cement – Hydraulic Cement K and Type E-1 Supplier: Williams Form Engineering Corp. 251 Rooney Road Golden, CO 80108 Item No. 62101: Monument Supplier: Berntsen International Inc. P.O. Box 8670 Madison, WI 53708 Item No. 62801B: ROW Sprigging (vetiver planting) Supplier: Agriflora P.O. Box 8547 Caguas, PR 00726 787.864.3356 Item No. 62901B: Erosion Control Mat Type 2 Product: Biomac SC Supplier: Maccaferri 10303 Governor Lane Boulevard Williamsport, MD 21795 Item No. 62901D: Erosion Control Mat Type 4 Product: Propex Landlok 300 Propex, Inc. 6025 Lee Highway Chattanooga, TN 37422 Supplier: Contech Construction Products 8250 62nd Street North Pinellas Park, FL 33781 21 Item No. 62901E: Erosion Control Mat Type 5 Product: Macmat N20 Supplier: Maccaferri 10303 Governor Lane Boulevard Williamsport, MD 21795 Item No. 66601: Contract Modification Work (Redi Rock Retaining Wall with Handrails, etc. Complete in Place on Line 20) CM#0003, 11/20/2008 Product: Redi-Rock International 05481 South US 31 Charlevoix, MI 49720 866.222.8400 www.redi-rock.com Supplier: Spartan Concrete Products, LLC 9010 Cottage St. Croix, Virgin Islands Handrails: Tang How Brothers St. Croix, Virgin Islands Item No. 66601: Contract Modification Work (Repair/Reline 42-inch RCP) Product: 36-inch Contech Ultra Flo Reline Pipe Supplier: Contech CPI 863 N. Dixie Highway Lantana, FL 33462 Product: 2000 PSI Gout Mix- Flowable Supplier: Spartan Concrete Products, LLC 9010 Cottage St. Croix, Virgin Islands B. Experimental or New Features – None 22 C. Changes and Problems – 1. Changes Contract Modification (CM) No. 0001: was issued to adjust accounting data. No change in contract amount. No change in contract time. CM No. 0002: added contract items 20401-Roadway Excavation (New Unit Price), 20421-Rock Excavation (New Unit Price) and 66612-Clearing and Grubbing (New Waste Site). The planned waste site was at capacity and a different location was necessary to dispose of the waste material. This CM also increased the existing item, 15801-Watering for Dust Control (1000 gallon), due to additional areas added to maintain. Also, item 20401-Roadway Excavation and Item 20421-Rock Excavation were adjusted to meet actual field measurements. Net contract increase = $3,951,182.90 No change in contract time. CM No. 0003: was issued to decrease 15724-Temporary Diversion Channel and 20421-Rock Excavation contract items and add new pay item 66601-Contract Modification Work (REDI ROCK Retaining Wall with Handrails, Line 20) due to conflicts with existing properties and right of way restraints. The retaining wall was necessary to retain the fill material within the roadway right side of Stations 4+75 to 6+10. Net contract decrease = $3.04 No change in contract time. CM No. 0004: was issued to increase one pay item 25901K-Rockbolt, Cement Grouted, 20 feet long and add new pay item 66601 Contract Modification Work (Construction and removal of passive earth berm for installing rock bolts in cut slopes B and C) due to rock slides that occurred during the contract work. This contract completion date was changed to allow for the work to be completed. Net contract increase = $855,000.00 Contract time increased = 98 days CM No. 0005: was issued to create three new pay items for excess materials to be delivered to Virgin Island Government’s Department of Public Works (DPW) and to adjust the quantities of several existing pay items. Net contract decrease = $168.07 No change in contract time. CM No. 0006: was issued to adjust the quantities of existing items; created four new pay items to compensate the contractor for the repair of the 42-inch reinforced concrete pipe (RCP), extra shotcrete work at Station 93+50, the cost of six deleted anchor blocks, and for work associated with conserving and 23 stockpiling topsoil that was deleted from the contract. The contract completion date was changed from March 31, 2009, to October 2, 2009 due to this work and to bring the contract to a current status. Net contract decrease = $4.11 Contract time increased = 185 days CM No. 0007: was issued to correct contract award funding to match Delphi Accounting and appropriation data. No change in contract amount. No change in contract time. CM No. 0008: was issued to decrease two existing pay items to finalize the project quantities. Net contract decrease = $18,418.14 No change in contract time. Significant Overruns and Underruns Item 15716: Inlet Protection, quantities were overestimated and resulted in an underrun of 50.0 percent of the original contract quantity. Item 15722: Temporary Diversion Berm, was underestimated. Field adjustments resulted in an overrun of 18.35 percent of the original contract quantity. Item 15724: Temporary Diversion Channel, was overestimated. Field adjustments resulted in an underrun of 17.48 percent of the original contract quantity. Item 15801: Watering for Dust Control, was underestimated. Watering for dust control was essential for environmental and public health concerns. This item overran 2,363.71 percent of the original contract quantity. Item 20401: Roadway Excavation, was decreased due to encountering more rock excavation than roadway excavation. This resulted in an underrun of 68.38 percent of the original contract quantity. Item 20421: Rock Excavation, was increased due to encountering more rock excavation than roadway excavation. This resulted in an overrun of quantity by 37.78 percent of the original contract quantity. Item 25902K: Rockbolt, Cemented Grouted, The original quantity of 20 feet was increased to stabilize the rock slopes. This resulted in an overrun of 54.49 percent of the original contract quantity. 24 Item 41202: Tack Coat, was underestimated. This resulted in an overrun in quantity by 39.41 percent of the original contract quantity. Item 41301: Asphalt Pavement Milling, was increased as a result of actual field measurements. This overran by 30.38 percent of the original contract quantity. Item 56601N: Shotcrete, 6-inch depth, was increased by the addition of more required areas and by the difference of field measurements from the original estimated quantities. This resulted in an overrun of 42.57 percent. Item 60203L: 21-inch Equivalent Diameter, Arch or Elliptical Culvert Pipe, was deleted and replaced with 24-inch Pipe Culvert. This resulted in an underrun of 100.0 percent of the original contract quantity. Item 60206K: End Section for 18-inch Pipe Culvert, overran by 25.0 percent of the original contract quantity due to field changes. Item 60206M: End Section for 24-inch Pipe Culvert, underran by 60.0 percent of the original contract quantity due to field changes. Item 60214EAAC: Box Culvert Wingwalls, 5-foot Height, Single Barrel, Normal Skew, 2:1 Side Slopes, was increased due to additional requirements. A wing being required for each side of box culvert resulted in an overrun of 100.0 percent of the original contract quantity. Item 60401: Manhole, was increased to meet existing field conditions and resulted in an overrun of 42.86 percent of the original contract quantity. Item 60403DB: Inlet, Type 4B, was deleted and replaced with Type 7A. This resulted in an underrun of 100.0 percent of the original contract quantity. Item 60403GA: Inlet, Type 7A (See item 60403DB), overran by 200.0 percent. Item 60403DB was replaced with this item. Item 60408: Junction Box, overran by 200.00 percent due to field changes. Item 60801D: Paved Waterway, Type 4, was increased to meet existing field changes. This resulted in an overrun of 22.96 percent of the original contract amount. Item 61102SD: 16-inch Waterline, Polyvinyl Chloride (PVC) C-905, was underestimated. This resulted in an overrun of 27.89 percent. 25 Item 61103TD: 18-inch Encasement Pipe, Polyvinyl Chloride (PVC) C-905, decreased due to field changes causing a smaller quantity to be required. This underran 33.33 percent. Item 61103UD: 24-inch Encasement Pipe, Polyvinyl Chloride (PVC) C-905, was increased due to a request by VI DPW for WAPA road crossings. This resulted in an overrun of 37.65 percent. Item 61505B: Portland Cement Concrete Sidewalk Wheelchair Ramp, was underestimated and resulted in an overrun of 56.0 percent of the original contract quantity. Item 61901CL: Fence, Chain Link Type, 96-inch Height, was overestimated and resulted in an underrun of 25.85 percent of the original contract quantity. Item 61902CL: Gate, Chain Link Type, 22-foot, one gate was deleted. This resulted in an underrun of 25.0 percent of the original contract quantity. Item 61910: Fence, Rock Fall Netting (Contingency), was overestimated. This resulted in an underrun of 74.39 percent of the original contract quantity. Item 62101: Monument, was underestimated. This resulted in an overrun of 51.79 percent of the original contract quantity. Item 62404F: Placing Conserved Topsoil, 2-inch Depth, underran by 75.58 percent due to the proposed roadways being deleted. Item 62501B: Seeding, Hydraulic Method, the roadway seeding was deleted and this resulted in an underrun of 67.04 percent of the original contract quantity. Item 62504B: Mulching, Hydraulic Method, the roadway mulching was deleted. This resulted in an underrun of 67.04 percent of the original contract quantity. Item 62801B: ROW Sprigging (vetiver planting), was overestimated and resulted in an underrun of 64.14 percent of the original contract quantity. Item 62901B: Erosion Control Mat Type 2, decreased due to field changes. This resulted in an underrun of 51.61 percent of to the original contract quantity. Item 62901B: Erosion Control Mat Type 4, decreased due to field changes. This resulted in an underrun of 15.10 percent of the original contract quantity. Item 63401HA: Pavement Markings, Type H, Solid, was overestimated and resulted in an underrun of 43.50 percent of the original contract quantity. 26 Item 63402H: Pavement Marking, Type H, was deleted. This resulted in an underrun of 100.0 percent of the original contract quantity. 2. Problems None D. Recommendations – None E. Claims – None IV. CONSTRUCTION ENGINEERING A. Project Personnel – J. Bradley Blevins, Project Engineer/COTR B. Contract Inspection – None C. Other Contacts – Government of the United States Virgin Islands Department of Public Roads: John Paul David, Construction Program Manager, VI DPW Wystan Benjamin, Highway Program Manager, VI DPW D. Partnering – Informal partnering was successfully implemented on this project, and a good relationship was maintained between all shareholders. 27 28 29 30 31 32 33 34 T A B U L A T I O N O F B I D S Project No.: Project Name: VI NH-66(008) NH-66(008) CHRISTIANSTEAD BY PASS CONTRACT 2 Contractor Responsive Bid Amount State: County: Opened at: By: Date: VI ST. CROIX Eastern Federal Highway Division St Croix, USVI P. Schaad 7 /19/07 Signed: Peggy Schaad Title: Contract Specialist Date: 7/19/07 Contract Awarded to: Kirkland Construction Date: ______________ I certify that this Bid Tabulation accurately reflects the bids received and publicly opened for this solicitation. Bid Schedule - Base Kirkland Construction, RLLP 2101 Main Street P. O. Box 580 Rye, CO 81069 12,504,695.00 Tip Top Construction Corporation 5064 Mt. Welcome Christiansted, VI 00820 13,855,691.00 Island Roads Corporation 6501 Red Hook Plaza Suite 201 St. Thomas, VI 00802 14,119,118.00 O'Brien Construction Company, Inc. 201-3A Altona Suite 102 St. Thomas, VI 00802 14,358,074.59 CC Construction Corp. Union St. #7 Barrio Piedras Bl Guaynabo, VI 00969 15,287,751.10 Engineer's Estimate 11,445,000.00 35 T A B U L A T I O N O F B I D S Project No.: Project Name: VI NH-66(008) NH-66(008) CHRISTIANSTEAD BY PASS CONTRACT 2 Date: 07/19/07 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule - Base 15101 LPSM MOBILIZATION Kirkland Construction, RLLP ALL 1,800,000.00 1,800,000.00 Tip Top Construction Corporation 895,000.00 895,000.00 Island Roads Corporation 1,300,000.00 1,300,000.00 O'Brien Construction Company, Inc. 1387356.640 1,387,356.64 CC Construction Corp. 1,525,000.00 1,525,000.00 ENGINEER'S ESTIMATE 851,158.50 851,158.50 15201 LPSM CONSTRUCTION SURVEY AND STAKING Kirkland Construction, RLLP ALL 400,000.00 400,000.00 Tip Top Construction Corporation 185,000.00 185,000.00 Island Roads Corporation 50,000.00 50,000.00 O'Brien Construction Company, Inc. 111,456.00 111,456.00 CC Construction Corp. 490,000.00 490,000.00 ENGINEER'S ESTIMATE 250,000.00 250,000.00 15401 LPSM CONTRACTOR TESTING Kirkland Construction, RLLP ALL 300,000.00 300,000.00 Tip Top Construction Corporation 100,000.00 100,000.00 Island Roads Corporation 50,000.00 50,000.00 O'Brien Construction Company, Inc. 100,000.00 100,000.00 CC Construction Corp. 420,000.00 420,000.00 ENGINEER'S ESTIMATE 150,000.00 150,000.00 15703 LNFT SILT FENCE (Wire-backed) Kirkland Construction, RLLP 4,150 11.00 45,650.00 Tip Top Construction Corporation 15.00 62,250.00 Island Roads Corporation 9.00 37,350.00 O'Brien Construction Company, Inc. 14.40 59,760.00 CC Construction Corp. 11.20 46,480.00 ENGINEER'S ESTIMATE 10.00 41,500.00 15705 LNFT SLOPE DRAINS Kirkland Construction, RLLP 120 32.00 3,840.00 Tip Top Construction Corporation 26.00 3,120.00 Island Roads Corporation 20.00 2,400.00 O'Brien Construction Company, Inc. 46.80 5,616.00 CC Construction Corp. 49.00 5,880.00 ENGINEER'S ESTIMATE 16.00 1,920.00 36 T A B U L A T I O N O F B I D S Project No.: Project Name: VI NH-66(008) NH-66(008) CHRISTIANSTEAD BY PASS CONTRACT 2 Date: 07/19/07 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule - Base 15716 EACH INLET PROTECTION Kirkland Construction, RLLP 4 3,500.00 14,000.00 Tip Top Construction Corporation 7,500.00 30,000.00 Island Roads Corporation 1,000.00 4,000.00 O'Brien Construction Company, Inc. 2,753.60 11,014.40 CC Construction Corp. 2,100.00 8,400.00 ENGINEER'S ESTIMATE 350.00 1,400.00 15718 EACH STABILIZED CONSTRUCTION ENTRANCE Kirkland Construction, RLLP 3 5,500.00 16,500.00 Tip Top Construction Corporation 9,000.00 27,000.00 Island Roads Corporation 3,000.00 9,000.00 O'Brien Construction Company, Inc. 5,975.80 17,927.40 CC Construction Corp. 6,020.00 18,060.00 ENGINEER'S ESTIMATE 2,500.00 7,500.00 15722 LNFT TEMPORARY DIVERSION BERM Kirkland Construction, RLLP 1,000 10.00 10,000.00 Tip Top Construction Corporation 25.00 25,000.00 Island Roads Corporation 25.00 25,000.00 O'Brien Construction Company, Inc. 11.80 11,800.00 CC Construction Corp. 13.58 13,580.00 ENGINEER'S ESTIMATE 25.00 25,000.00 15724 LNFT TEMPORARY DIVERSION CHANNEL Kirkland Construction, RLLP 610 40.00 24,400.00 Tip Top Construction Corporation 40.00 24,400.00 Island Roads Corporation 30.00 18,300.00 O'Brien Construction Company, Inc. 74.70 45,567.00 CC Construction Corp. 56.00 34,160.00 ENGINEER'S ESTIMATE 32.00 19,520.00 15801 MGAL WATERING FOR DUST CONTROL (1000 Gallon) Kirkland Construction, RLLP 140 200.00 28,000.00 Tip Top Construction Corporation 350.00 49,000.00 Island Roads Corporation 200.00 28,000.00 O'Brien Construction Company, Inc. 672.30 94,122.00 CC Construction Corp. 490.00 68,600.00 ENGINEER'S ESTIMATE 140.00 19,600.00 37 T A B U L A T I O N O F B I D S Project No.: Project Name: VI NH-66(008) NH-66(008) CHRISTIANSTEAD BY PASS CONTRACT 2 Date: 07/19/07 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule - Base 20101 ACRE CLEARING AND GRUBBING Kirkland Construction, RLLP 9.7 6,000.00 58,200.00 Tip Top Construction Corporation 4,500.00 43,650.00 Island Roads Corporation 5,000.00 48,500.00 O'Brien Construction Company, Inc. 37,085.10 359,725.47 CC Construction Corp. 4,298.00 41,690.60 ENGINEER'S ESTIMATE 3,000.00 29,100.00 20401 CUYD ROADWAY EXCAVATION Kirkland Construction, RLLP 185,873 15.00 2,788,095.00 Tip Top Construction Corporation 14.50 2,695,158.50 Island Roads Corporation 23.00 4,275,079.00 O'Brien Construction Company, Inc. 19.30 3,587,348.90 CC Construction Corp. 19.00 3,531,587.00 ENGINEER'S ESTIMATE 12.50 2,323,412.50 20421 CUYD ROCK EXCAVATION Kirkland Construction, RLLP 88,123 30.00 2,643,690.00 Tip Top Construction Corporation 46.50 4,097,719.50 Island Roads Corporation 33.00 2,908,059.00 O'Brien Construction Company, Inc. 41.50 3,657,104.50 CC Construction Corp. 32.00 2,819,936.00 ENGINEER'S ESTIMATE 40.00 3,524,920.00 25101C CUYD PLACED RIPRAP, CLASS 3 Kirkland Construction, RLLP 300 225.00 67,500.00 Tip Top Construction Corporation 200.00 60,000.00 Island Roads Corporation 250.00 75,000.00 O'Brien Construction Company, Inc. 146.90 44,070.00 CC Construction Corp. 175.00 52,500.00 ENGINEER'S ESTIMATE 120.00 36,000.00 25101C CUYD PLACED RIPRAP, CLASS 3 (temp outlet protect) Kirkland Construction, RLLP 1 500.00 500.00 Tip Top Construction Corporation 1,200.00 1,200.00 Island Roads Corporation 350.00 350.00 O'Brien Construction Company, Inc. 146.90 146.90 CC Construction Corp. 280.00 280.00 ENGINEER'S ESTIMATE 130.00 130.00 38 T A B U L A T I O N O F B I D S Project No.: Project Name: VI NH-66(008) NH-66(008) CHRISTIANSTEAD BY PASS CONTRACT 2 Date: 07/19/07 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule - Base 25601 EACH GROUND ANCHOR , 1 3/8" Diameter All-Thread-Bar Ground Anchor Kirkland Construction, RLLP 64 9,400.00 601,600.00 Tip Top Construction Corporation 13,500.00 864,000.00 Island Roads Corporation 8,000.00 512,000.00 O'Brien Construction Company, Inc. 8,117.40 519,513.60 CC Construction Corp. 14,900.00 953,600.00 ENGINEER'S ESTIMATE 11,000.00 704,000.00 25602 EACH PERFORMANCE TEST Kirkland Construction, RLLP 9 3,000.00 27,000.00 Tip Top Construction Corporation 5,000.00 45,000.00 Island Roads Corporation 3,500.00 31,500.00 O'Brien Construction Company, Inc. 3,926.60 35,339.40 CC Construction Corp. 3,080.00 27,720.00 ENGINEER'S ESTIMATE 2,600.00 23,400.00 25902K EACH ROCKBOLT, CEMENT GROUTED, 20 FEET LONG Kirkland Construction, RLLP 185 1,000.00 185,000.00 Tip Top Construction Corporation 2,050.00 379,250.00 Island Roads Corporation 4,500.00 832,500.00 O'Brien Construction Company, Inc. 2,877.10 532,263.50 CC Construction Corp. 3,100.00 573,500.00 ENGINEER'S ESTIMATE 800.00 148,000.00 30101Z TON AGGREGATE BASE, GRADING C OR D Kirkland Construction, RLLP 4,250 46.00 195,500.00 Tip Top Construction Corporation 65.00 276,250.00 Island Roads Corporation 60.00 255,000.00 O'Brien Construction Company, Inc. 54.70 232,475.00 CC Construction Corp. 44.80 190,400.00 ENGINEER'S ESTIMATE 60.00 255,000.00 40101BC TON HOT ASPHALT CONCRETE PAVEMENT, CLASS B, GRADING C Kirkland Construction, RLLP 700 275.00 192,500.00 Tip Top Construction Corporation 200.00 140,000.00 Island Roads Corporation 250.00 175,000.00 O'Brien Construction Company, Inc. 249.90 174,930.00 CC Construction Corp. 252.00 176,400.00 ENGINEER'S ESTIMATE 200.00 140,000.00 39 T A B U L A T I O N O F B I D S Project No.: Project Name: VI NH-66(008) NH-66(008) CHRISTIANSTEAD BY PASS CONTRACT 2 Date: 07/19/07 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule - Base 40101BED TON HOT ASPHALT CONCRETE PAVEMENT, CLASS B, GRADING E, TYPE 4 PAVEMENT SMOOTHNESS Kirkland Construction, RLLP 440 275.00 121,000.00 Tip Top Construction Corporation 200.00 88,000.00 Island Roads Corporation 250.00 110,000.00 O'Brien Construction Company, Inc. 249.90 109,956.00 CC Construction Corp. 252.00 110,880.00 ENGINEER'S ESTIMATE 220.00 96,800.00 41202 GAL TACK COAT Kirkland Construction, RLLP 170 6.00 1,020.00 Tip Top Construction Corporation 12.00 2,040.00 Island Roads Corporation 15.00 2,550.00 O'Brien Construction Company, Inc. 12.10 2,057.00 CC Construction Corp. 11.20 1,904.00 ENGINEER'S ESTIMATE 8.00 1,360.00 41301 SQYD ASPHALT PAVEMENT MILLING Kirkland Construction, RLLP 600 20.00 12,000.00 Tip Top Construction Corporation 40.00 24,000.00 Island Roads Corporation 25.00 15,000.00 O'Brien Construction Company, Inc. 44.30 26,580.00 CC Construction Corp. 22.40 13,440.00 ENGINEER'S ESTIMATE 20.00 12,000.00 55214A EACH STRUCTURAL CONCRETE, CLASS A (AE) FOR 8 FOOT X 8 FOOT X 1 FOOT-9 INCH ANCHOR BLOCK Kirkland Construction, RLLP 64 7,300.00 467,200.00 Tip Top Construction Corporation 8,000.00 512,000.00 Island Roads Corporation 6,000.00 384,000.00 O'Brien Construction Company, Inc. 5,194.70 332,460.80 CC Construction Corp. 9,700.00 620,800.00 ENGINEER'S ESTIMATE 6,500.00 416,000.00 56601N SQYD SHOTCRETE, 6-INCH DEPTH Kirkland Construction, RLLP 500 375.00 187,500.00 Tip Top Construction Corporation 400.00 200,000.00 Island Roads Corporation 400.00 200,000.00 O'Brien Construction Company, Inc. 285.60 142,800.00 CC Construction Corp. 448.00 224,000.00 ENGINEER'S ESTIMATE 360.00 180,000.00 40 T A B U L A T I O N O F B I D S Project No.: Project Name: VI NH-66(008) NH-66(008) CHRISTIANSTEAD BY PASS CONTRACT 2 Date: 07/19/07 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule - Base 60104 EACH CONCRETE (STILLING BASIN,42-INCH PIPE) Kirkland Construction, RLLP 1 14,000.00 14,000.00 Tip Top Construction Corporation 18,000.00 18,000.00 Island Roads Corporation 15,000.00 15,000.00 O'Brien Construction Company, Inc. 18,795.60 18,795.60 CC Construction Corp. 16,800.00 16,800.00 ENGINEER'S ESTIMATE 13,000.00 13,000.00 60104 EACH CONCRETE (STILLING BASIN, 6x5 BOX) Kirkland Construction, RLLP 1 40,000.00 40,000.00 Tip Top Construction Corporation 23,000.00 23,000.00 Island Roads Corporation 25,000.00 25,000.00 O'Brien Construction Company, Inc. 33,814.90 33,814.90 CC Construction Corp. 28,000.00 28,000.00 ENGINEER'S ESTIMATE 25,000.00 25,000.00 60201K LNFT 18-INCH PIPE CULVERT Kirkland Construction, RLLP 360 115.00 41,400.00 Tip Top Construction Corporation 175.00 63,000.00 Island Roads Corporation 200.00 72,000.00 O'Brien Construction Company, Inc. 139.80 50,328.00 CC Construction Corp. 140.00 50,400.00 ENGINEER'S ESTIMATE 115.00 41,400.00 60201M LNFT 24-INCH PIPE CULVERT Kirkland Construction, RLLP 1,160 140.00 162,400.00 Tip Top Construction Corporation 225.00 261,000.00 Island Roads Corporation 250.00 290,000.00 O'Brien Construction Company, Inc. 168.30 195,228.00 CC Construction Corp. 224.00 259,840.00 ENGINEER'S ESTIMATE 140.00 162,400.00 60201Q LNFT 42-INCH PIPE CULVERT Kirkland Construction, RLLP 280 260.00 72,800.00 Tip Top Construction Corporation 350.00 98,000.00 Island Roads Corporation 400.00 112,000.00 O'Brien Construction Company, Inc. 325.00 91,000.00 CC Construction Corp. 427.00 119,560.00 ENGINEER'S ESTIMATE 200.00 56,000.00 41 T A B U L A T I O N O F B I D S Project No.: Project Name: VI NH-66(008) NH-66(008) CHRISTIANSTEAD BY PASS CONTRACT 2 Date: 07/19/07 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule - Base 60203L LNFT 21-INCH EQUIVALENT DIAMETER, ARCH OR ELLIPTICAL CULVERT PIPE Kirkland Construction, RLLP 100 140.00 14,000.00 Tip Top Construction Corporation 500.00 50,000.00 Island Roads Corporation 400.00 40,000.00 O'Brien Construction Company, Inc. 192.40 19,240.00 CC Construction Corp. 343.00 34,300.00 ENGINEER'S ESTIMATE 200.00 20,000.00 60206K EACH END SECTION FOR 18-INCH PIPE CULVERT Kirkland Construction, RLLP 8 1,000.00 8,000.00 Tip Top Construction Corporation 1,000.00 8,000.00 Island Roads Corporation 1,000.00 8,000.00 O'Brien Construction Company, Inc. 3,361.80 26,894.40 CC Construction Corp. 1,680.00 13,440.00 ENGINEER'S ESTIMATE 650.00 5,200.00 60206M EACH END SECTION FOR 24-INCH PIPE CULVERT Kirkland Construction, RLLP 5 1,500.00 7,500.00 Tip Top Construction Corporation 1,500.00 7,500.00 Island Roads Corporation 1,500.00 7,500.00 O'Brien Construction Company, Inc. 3,495.50 17,477.50 CC Construction Corp. 2,100.00 10,500.00 ENGINEER'S ESTIMATE 1,000.00 5,000.00 60206Q EACH END SECTION FOR 42-INCH PIPE CULVERT Kirkland Construction, RLLP 1 2,300.00 2,300.00 Tip Top Construction Corporation 3,000.00 3,000.00 Island Roads Corporation 3,000.00 3,000.00 O'Brien Construction Company, Inc. 4,512.70 4,512.70 CC Construction Corp. 4,900.00 4,900.00 ENGINEER'S ESTIMATE 2,600.00 2,600.00 60211FE LNFT 6-FOOT SPAN, 5-FOOT RISE REINFORCED CONCRETE BOX CULVERT, SINGLE BARREL Kirkland Construction, RLLP 105 600.00 63,000.00 Tip Top Construction Corporation 1,200.00 126,000.00 Island Roads Corporation 1,200.00 126,000.00 O'Brien Construction Company, Inc. 849.70 89,218.50 CC Construction Corp. 980.00 102,900.00 ENGINEER'S ESTIMATE 800.00 84,000.00 42 T A B U L A T I O N O F B I D S Project No.: Project Name: VI NH-66(008) NH-66(008) CHRISTIANSTEAD BY PASS CONTRACT 2 Date: 07/19/07 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule - Base 60212EC LNFT 5-FOOT SPAN, 3-FOOT RISE REINFORCED CONCRETE BOX CULVERT, DOUBLE BARREL Kirkland Construction, RLLP 255 1,000.00 255,000.00 Tip Top Construction Corporation 1,000.00 255,000.00 Island Roads Corporation 900.00 229,500.00 O'Brien Construction Company, Inc. 1,168.60 297,993.00 CC Construction Corp. 1,400.00 357,000.00 ENGINEER'S ESTIMATE 1,000.00 255,000.00 60214CBAC EACH BOX CULVERT WINGWALLS, 3-FOOT HEIGHT, DOUBLE BARREL, NORMAL SKEW, 2:1 SIDE SLOPES Kirkland Construction, RLLP 4 8,000.00 32,000.00 Tip Top Construction Corporation 5,000.00 20,000.00 Island Roads Corporation 5,000.00 20,000.00 O'Brien Construction Company, Inc. 8,952.20 35,808.80 CC Construction Corp. 5,600.00 22,400.00 ENGINEER'S ESTIMATE 5,500.00 22,000.00 60214EAAC EACH BOX CULVERT WINGWALLS, 5-FOOT HEIGHT, SINGLE BARREL, NORMAL SKEW, 2:1 SIDE SLOPES Kirkland Construction, RLLP 1 9,000.00 9,000.00 Tip Top Construction Corporation 18,500.00 18,500.00 Island Roads Corporation 7,000.00 7,000.00 O'Brien Construction Company, Inc. 8,912.20 8,912.20 CC Construction Corp. 8,400.00 8,400.00 ENGINEER'S ESTIMATE 9,200.00 9,200.00 60401 EACH MANHOLE Kirkland Construction, RLLP 7 4,500.00 31,500.00 Tip Top Construction Corporation 6,500.00 45,500.00 Island Roads Corporation 6,000.00 42,000.00 O'Brien Construction Company, Inc. 5,080.90 35,566.30 CC Construction Corp. 4,200.00 29,400.00 ENGINEER'S ESTIMATE 5,000.00 35,000.00 60403DB EACH INLET, TYPE 4B Kirkland Construction, RLLP 2 5,000.00 10,000.00 Tip Top Construction Corporation 8,500.00 17,000.00 Island Roads Corporation 5,000.00 10,000.00 O'Brien Construction Company, Inc. 6,385.10 12,770.20 CC Construction Corp. 4,200.00 8,400.00 ENGINEER'S ESTIMATE 3,500.00 7,000.00 43 T A B U L A T I O N O F B I D S Project No.: Project Name: VI NH-66(008) NH-66(008) CHRISTIANSTEAD BY PASS CONTRACT 2 Date: 07/19/07 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule - Base 60403FA EACH INLET, TYPE 6A Kirkland Construction, RLLP 17 6,000.00 102,000.00 Tip Top Construction Corporation 6,500.00 110,500.00 Island Roads Corporation 5,000.00 85,000.00 O'Brien Construction Company, Inc. 5,939.60 100,973.20 CC Construction Corp. 6,300.00 107,100.00 ENGINEER'S ESTIMATE 4,200.00 71,400.00 60403GA EACH INLET, TYPE 7A Kirkland Construction, RLLP 1 6,500.00 6,500.00 Tip Top Construction Corporation 6,500.00 6,500.00 Island Roads Corporation 8,000.00 8,000.00 O'Brien Construction Company, Inc. 5,048.70 5,048.70 CC Construction Corp. 8,400.00 8,400.00 ENGINEER'S ESTIMATE 4,500.00 4,500.00 60408 EACH JUNCTION BOX Kirkland Construction, RLLP 1 6,000.00 6,000.00 Tip Top Construction Corporation 7,500.00 7,500.00 Island Roads Corporation 6,000.00 6,000.00 O'Brien Construction Company, Inc. 6,013.90 6,013.90 CC Construction Corp. 5,600.00 5,600.00 ENGINEER'S ESTIMATE 2,800.00 2,800.00 60426 EACH OIL/GRIT SEPARATOR (1/2k Baysaver) Kirkland Construction, RLLP 1 15,000.00 15,000.00 Tip Top Construction Corporation 20,000.00 20,000.00 Island Roads Corporation 20,000.00 20,000.00 O'Brien Construction Company, Inc. 16,174.30 16,174.30 CC Construction Corp. 28,000.00 28,000.00 ENGINEER'S ESTIMATE 15,000.00 15,000.00 60426 EACH OIL/GRIT SEPARATOR (1k Baysaver) Kirkland Construction, RLLP 1 30,000.00 30,000.00 Tip Top Construction Corporation 25,000.00 25,000.00 Island Roads Corporation 25,000.00 25,000.00 O'Brien Construction Company, Inc. 18,179.00 18,179.00 CC Construction Corp. 35,000.00 35,000.00 ENGINEER'S ESTIMATE 18,000.00 18,000.00 44 T A B U L A T I O N O F B I D S Project No.: Project Name: VI NH-66(008) NH-66(008) CHRISTIANSTEAD BY PASS CONTRACT 2 Date: 07/19/07 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule - Base 60426 EACH OIL/GRIT SEPARATOR (3k Baysaver) Kirkland Construction, RLLP 1 32,000.00 32,000.00 Tip Top Construction Corporation 35,000.00 35,000.00 Island Roads Corporation 30,000.00 30,000.00 O'Brien Construction Company, Inc. 23,804.80 23,804.80 CC Construction Corp. 42,000.00 42,000.00 ENGINEER'S ESTIMATE 31,200.00 31,200.00 60801D SQYD PAVED WATERWAY, TYPE 4 Kirkland Construction, RLLP 240 130.00 31,200.00 Tip Top Construction Corporation 145.00 34,800.00 Island Roads Corporation 130.00 31,200.00 O'Brien Construction Company, Inc. 93.60 22,464.00 CC Construction Corp. 119.00 28,560.00 ENGINEER'S ESTIMATE 120.00 28,800.00 60902V LNFT PORTLAND CEMENT CONCRETE CURB AND GUTTER, 13-INCH DEPTH Kirkland Construction, RLLP 2,025 50.00 101,250.00 Tip Top Construction Corporation 75.00 151,875.00 Island Roads Corporation 65.00 131,625.00 O'Brien Construction Company, Inc. 34.80 70,470.00 CC Construction Corp. 49.00 99,225.00 ENGINEER'S ESTIMATE 56.00 113,400.00 61102ND LNFT 8-INCH WATERLINE, POLYVINYL CHLORIDE (PVC) C-900 Kirkland Construction, RLLP 200 175.00 35,000.00 Tip Top Construction Corporation 200.00 40,000.00 Island Roads Corporation 100.00 20,000.00 O'Brien Construction Company, Inc. 64.70 12,940.00 CC Construction Corp. 105.00 21,000.00 ENGINEER'S ESTIMATE 95.00 19,000.00 61102SD LNFT 16-INCH WATERLINE, POLYVINYL CHLORIDE (PVC) C-900 Kirkland Construction, RLLP 730 180.00 131,400.00 Tip Top Construction Corporation 265.00 193,450.00 Island Roads Corporation 150.00 109,500.00 O'Brien Construction Company, Inc. 110.30 80,519.00 CC Construction Corp. 315.00 229,950.00 ENGINEER'S ESTIMATE 170.00 124,100.00 45 T A B U L A T I O N O F B I D S Project No.: Project Name: VI NH-66(008) NH-66(008) CHRISTIANSTEAD BY PASS CONTRACT 2 Date: 07/19/07 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule - Base 61103TD LNFT 18-INCH ENCASEMENT PIPE, POLYVINYL CHLORIDE (PVC) C-900 Kirkland Construction, RLLP 120 150.00 18,000.00 Tip Top Construction Corporation 300.00 36,000.00 Island Roads Corporation 170.00 20,400.00 O'Brien Construction Company, Inc. 148.60 17,832.00 CC Construction Corp. 420.00 50,400.00 ENGINEER'S ESTIMATE 145.00 17,400.00 61103UD LNFT 24-INCH ENCASEMENT PIPE, POLYVINYL CHLORIDE (PVC) C-900 Kirkland Construction, RLLP 85 300.00 25,500.00 Tip Top Construction Corporation 500.00 42,500.00 Island Roads Corporation 200.00 17,000.00 O'Brien Construction Company, Inc. 276.00 23,460.00 CC Construction Corp. 665.00 56,525.00 ENGINEER'S ESTIMATE 200.00 17,000.00 61104DN EACH VALVE, GATE, 8-INCH Kirkland Construction, RLLP 1 1,500.00 1,500.00 Tip Top Construction Corporation 3,000.00 3,000.00 Island Roads Corporation 3,000.00 3,000.00 O'Brien Construction Company, Inc. 2,554.80 2,554.80 CC Construction Corp. 2,800.00 2,800.00 ENGINEER'S ESTIMATE 1,000.00 1,000.00 61104DP EACH VALVE, GATE, 10-INCH Kirkland Construction, RLLP 1 2,000.00 2,000.00 Tip Top Construction Corporation 4,500.00 4,500.00 Island Roads Corporation 4,000.00 4,000.00 O'Brien Construction Company, Inc. 3,029.90 3,029.90 CC Construction Corp. 3,500.00 3,500.00 ENGINEER'S ESTIMATE 2,000.00 2,000.00 61104DS EACH VALVE, GATE, 16-INCH Kirkland Construction, RLLP 2 8,000.00 16,000.00 Tip Top Construction Corporation 6,999.00 13,998.00 Island Roads Corporation 6,000.00 12,000.00 O'Brien Construction Company, Inc. 7,093.40 14,186.80 CC Construction Corp. 8,400.00 16,800.00 ENGINEER'S ESTIMATE 2,600.00 5,200.00 46 T A B U L A T I O N O F B I D S Project No.: Project Name: VI NH-66(008) NH-66(008) CHRISTIANSTEAD BY PASS CONTRACT 2 Date: 07/19/07 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule - Base 61106 EACH FIRE HYDRANT Kirkland Construction, RLLP 1 7,000.00 7,000.00 Tip Top Construction Corporation 6,500.00 6,500.00 Island Roads Corporation 6,000.00 6,000.00 O'Brien Construction Company, Inc. 3,950.60 3,950.60 CC Construction Corp. 4,200.00 4,200.00 ENGINEER'S ESTIMATE 5,000.00 5,000.00 61119 Each WATER MANHOLE Kirkland Construction, RLLP 1 6,000.00 6,000.00 Tip Top Construction Corporation 8,500.00 8,500.00 Island Roads Corporation 3,000.00 3,000.00 O'Brien Construction Company, Inc. 7,201.60 7,201.60 CC Construction Corp. 3,900.00 3,900.00 ENGINEER'S ESTIMATE 5,000.00 5,000.00 61501B SQYD PORTLAND CEMENT CONCRETE SIDEWALK Kirkland Construction, RLLP 530 120.00 63,600.00 Tip Top Construction Corporation 85.00 45,050.00 Island Roads Corporation 100.00 53,000.00 O'Brien Construction Company, Inc. 68.50 36,305.00 CC Construction Corp. 96.25 51,012.50 ENGINEER'S ESTIMATE 81.00 42,930.00 61505B SQYD PORTLAND CEMENT CONCRETE WHEELCHAIR RAMP Kirkland Construction, RLLP 5 200.00 1,000.00 Tip Top Construction Corporation 1,500.00 7,500.00 Island Roads Corporation 150.00 750.00 O'Brien Construction Company, Inc. 248.10 1,240.50 CC Construction Corp. 350.00 1,750.00 ENGINEER'S ESTIMATE 70.00 350.00 61901CL LNFT FENCE, CHAIN LINK TYPE, 96-INCH HEIGHT Kirkland Construction, RLLP 2,530 42.00 106,260.00 Tip Top Construction Corporation 55.00 139,150.00 Island Roads Corporation 60.00 151,800.00 O'Brien Construction Company, Inc. 50.00 126,500.00 CC Construction Corp. 58.80 148,764.00 ENGINEER'S ESTIMATE 45.00 113,850.00 47 T A B U L A T I O N O F B I D S Project No.: Project Name: VI NH-66(008) NH-66(008) CHRISTIANSTEAD BY PASS CONTRACT 2 Date: 07/19/07 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule - Base 61902CL EACH GATE, CHAIN LINK TYPE, 22-FOOT WIDTH Kirkland Construction, RLLP 4 3,000.00 12,000.00 Tip Top Construction Corporation 5,000.00 20,000.00 Island Roads Corporation 4,000.00 16,000.00 O'Brien Construction Company, Inc. 3,141.30 12,565.20 CC Construction Corp. 2,100.00 8,400.00 ENGINEER'S ESTIMATE 3,100.00 12,400.00 61910 SQYD FENCE, ROCK FALL NETTING Kirkland Construction, RLLP 5,480 63.00 345,240.00 Tip Top Construction Corporation 75.00 411,000.00 Island Roads Corporation 100.00 548,000.00 O'Brien Construction Company, Inc. 127.10 696,508.00 CC Construction Corp. 100.00 548,000.00 ENGINEER'S ESTIMATE 70.00 383,600.00 61910 SQYD FENCE, ROCK FALL NETTING (CONTINGENCY) Kirkland Construction, RLLP 850 63.00 53,550.00 Tip Top Construction Corporation 75.00 63,750.00 Island Roads Corporation 100.00 85,000.00 O'Brien Construction Company, Inc. 127.10 108,035.00 CC Construction Corp. 75.00 63,750.00 ENGINEER'S ESTIMATE 70.00 59,500.00 62101 EACH MONUMENT Kirkland Construction, RLLP 56 400.00 22,400.00 Tip Top Construction Corporation 450.00 25,200.00 Island Roads Corporation 250.00 14,000.00 O'Brien Construction Company, Inc. 392.70 21,991.20 CC Construction Corp. 490.00 27,440.00 ENGINEER'S ESTIMATE 150.00 8,400.00 62404F SQYD PLACING CONSERVED TOPSOIL, 2-INCH DEPTH Kirkland Construction, RLLP 27,000 3.00 81,000.00 Tip Top Construction Corporation 4.00 108,000.00 Island Roads Corporation 3.00 81,000.00 O'Brien Construction Company, Inc. 5.40 145,800.00 CC Construction Corp. 5.60 151,200.00 ENGINEER'S ESTIMATE 3.00 81,000.00 48 T A B U L A T I O N O F B I D S Project No.: Project Name: VI NH-66(008) NH-66(008) CHRISTIANSTEAD BY PASS CONTRACT 2 Date: 07/19/07 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule - Base 62501B ACRE SEEDING, HYDRAULIC METHOD Kirkland Construction, RLLP 5.6 7,000.00 39,200.00 Tip Top Construction Corporation 15,000.00 84,000.00 Island Roads Corporation 7,000.00 39,200.00 O'Brien Construction Company, Inc. 5,711.40 31,983.84 CC Construction Corp. 7,280.00 40,768.00 ENGINEER'S ESTIMATE 7,000.00 39,200.00 62504B ACRE MULCHING, HYDRAULIC METHOD Kirkland Construction, RLLP 5.6 7,000.00 39,200.00 Tip Top Construction Corporation 15,000.00 84,000.00 Island Roads Corporation 7,000.00 39,200.00 O'Brien Construction Company, Inc. 5,711.40 31,983.84 CC Construction Corp. 7,280.00 40,768.00 ENGINEER'S ESTIMATE 7,000.00 39,200.00 62508 MGAL WATER (1000 Gallon) Kirkland Construction, RLLP 51 800.00 40,800.00 Tip Top Construction Corporation 500.00 25,500.00 Island Roads Corporation 400.00 20,400.00 O'Brien Construction Company, Inc. 672.30 34,287.30 CC Construction Corp. 490.00 24,990.00 ENGINEER'S ESTIMATE 364.00 18,564.00 62801B ACRE ROW SPRIGGING (vetiver planting) Kirkland Construction, RLLP 3.5 10,000.00 35,000.00 Tip Top Construction Corporation 15,000.00 52,500.00 Island Roads Corporation 10,000.00 35,000.00 O'Brien Construction Company, Inc. 8,424.40 29,485.40 CC Construction Corp. 11,200.00 39,200.00 ENGINEER'S ESTIMATE 9,360.00 32,760.00 62901B SQYD EROSION CONTROL MAT TYPE 2 Kirkland Construction, RLLP 1,240 8.00 9,920.00 Tip Top Construction Corporation 12.00 14,880.00 Island Roads Corporation 15.00 18,600.00 O'Brien Construction Company, Inc. 6.60 8,184.00 CC Construction Corp. 8.40 10,416.00 ENGINEER'S ESTIMATE 9.00 11,160.00 49 T A B U L A T I O N O F B I D S Project No.: Project Name: VI NH-66(008) NH-66(008) CHRISTIANSTEAD BY PASS CONTRACT 2 Date: 07/19/07 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule - Base 62901D SQYD EROSION CONTROL MAT TYPE 4 Kirkland Construction, RLLP 1,550 9.00 13,950.00 Tip Top Construction Corporation 14.00 21,700.00 Island Roads Corporation 20.00 31,000.00 O'Brien Construction Company, Inc. 8.20 12,710.00 CC Construction Corp. 14.00 21,700.00 ENGINEER'S ESTIMATE 10.00 15,500.00 62901E SQYD EROSION CONTROL MAT TYPE 5 Kirkland Construction, RLLP 1,650 16.00 26,400.00 Tip Top Construction Corporation 20.00 33,000.00 Island Roads Corporation 25.00 41,250.00 O'Brien Construction Company, Inc. 14.30 23,595.00 CC Construction Corp. 19.60 32,340.00 ENGINEER'S ESTIMATE 16.00 26,400.00 63302 SQFT SIGN INSTALLATION Kirkland Construction, RLLP 35 150.00 5,250.00 Tip Top Construction Corporation 200.00 7,000.00 Island Roads Corporation 75.00 2,625.00 O'Brien Construction Company, Inc. 125.70 4,399.50 CC Construction Corp. 490.00 17,150.00 ENGINEER'S ESTIMATE 156.00 5,460.00 63401HA LNFT PAVEMENT MARKINGS, TYPE H, SOLID Kirkland Construction, RLLP 5,660 3.00 16,980.00 Tip Top Construction Corporation 5.00 28,300.00 Island Roads Corporation 3.00 16,980.00 O'Brien Construction Company, Inc. 2.50 14,150.00 CC Construction Corp. 1.75 9,905.00 ENGINEER'S ESTIMATE 1.75 9,905.00 63402H SQFT PAVEMENT MARKINGS, TYPE H Kirkland Construction, RLLP 200 15.00 3,000.00 Tip Top Construction Corporation 25.00 5,000.00 Island Roads Corporation 15.00 3,000.00 O'Brien Construction Company, Inc. 10.70 2,140.00 CC Construction Corp. 21.00 4,200.00 ENGINEER'S ESTIMATE 10.00 2,000.00 50 T A B U L A T I O N O F B I D S Project No.: Project Name: VI NH-66(008) NH-66(008) CHRISTIANSTEAD BY PASS CONTRACT 2 Date: 07/19/07 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule - Base 63501 LPSM TEMPORARY TRAFFIC CONTROL Kirkland Construction, RLLP ALL 30,000.00 30,000.00 Tip Top Construction Corporation 53,000.00 53,000.00 Island Roads Corporation 5,000.00 5,000.00 O'Brien Construction Company, Inc. 25,887.10 25,887.10 CC Construction Corp. 100,000.00 100,000.00 ENGINEER'S ESTIMATE 22,000.00 22,000.00 63701 EACH FIELD OFFICE Kirkland Construction, RLLP 1 40,000.00 40,000.00 Tip Top Construction Corporation 45,000.00 45,000.00 Island Roads Corporation 30,000.00 30,000.00 O'Brien Construction Company, Inc. 22,570.50 22,570.50 CC Construction Corp. 168,000.00 168,000.00 ENGINEER'S ESTIMATE 39,500.00 39,500.00 51 T A B U L A T I O N O F B I D S Project No.: Project Name: VI NH-66(008) NH-66(008) CHRISTIANSTEAD BY PASS CONTRACT 2 Date: 07/19/07 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 - Base No extension errors in this Schedule. 52 T A B U L A T I O N O F B I D S Project No.: Project Name: VI NH-66(008) NH-66(008) CHRISTIANSTEAD BY PASS CONTRACT 2 Date: 07/19/07 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 - Base Kirkland Construction, RLLP 12,504,695.00 12,504,695.00 Tip Top Construction Corporation 13,855,691.00 13,855,691.00 Island Roads Corporation 14,119,118.00 14,119,118.00 O'Brien Construction Company, Inc. 14,358,074.59 14,358,074.59 CC Construction Corp. 15,287,751.10 15,287,751.10 The apparent low bidder is 9 % above the engineer's estimate. 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 CUT B - CLEARED, BEGINNING OF THE CONSTRUCTION AT STATION 98+00 CUT B - EXCAVATION AND TESTING OF GROUND ANCHORS AT STATION 95+50 69 CUT B - STATION 94+00 EXCAVATION, DRILLING, AND INSTALLING ROCK BOLTS CUT B - LOOKING EAST AT STATION 88+00 COMPLETED FOR THIS PHASE 70 CUT C - STATION 80+00 CUT C - LOOKING EAST AT STATION 80+00 EXCAVATION 71 CUT C - STATION 82+50 INSTALLING ANCHOR BLOCKS, BOLTS, AND GROUTING CUT C - LOOKING EAST AT STATION 79+00 COMPLETED FOR THIS PHASE 72 STATION 86+00 BACKFILLING AND COMPACTING 42-INCH RCP STATION 86+00 INSTALLING AND BACKFILLING 42-INCH RCP 73 EXCAVATING FROM BOTH CUT B AND CUT C TO FILL AREA OF STATION 86+00 STATION 86+00 FILL AREA BETWEEN CUT B AND CUT C LOOKING EAST COMPLETED FOR THIS PHASE 74 LINE 20 - KINGS CROSS STREET EXCAVATION FOR NEW ROAD ALIGNMENT LINE 20 - STATION 3+50 KINGS CROSS STREET COMPLETED 75 LINE 32 - COMPACTING AGGREGATE BASE PRIOR TO PAVING LINE 32 - PHASE COMPLETED 76 OVERVIEW OF THE CHRISTIANSTED BYPASS WHILE UNDER CONSTRUCTION 77