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FINAL CONSTRUCTION REPORT PROJECT PRA-VIIS 10(1), 901(1) Virgin Island National Park I. INDEX PROJECT DESCRIPTION……………………….………..…… PAGE 1-2 II. PROJECT DATA……………………………………....……..… 2-4 III. CONSTRUCTION..………………………….………....….….... 5-19 IV. CONSTRUCTION ENGINEERING..……………….....…….... 19 V. APPENDIX: Title Sheet/Location Map…………………………………..….... 20-21 Typical Sections…………………………….…………………… 22-27 Tabulation of Bids……………………………………….……… 28-66 Final Voucher Assembly Final Voucher and Claims Release……………..…..…… 67-68 Letter of Acceptance from Client……………….….…… 69-70 Letter of Acceptance from FHWA……………….…...… 71 Materials Certification………….…….……...………….. 72 Final Estimate…………….……..….…….……………… 73-86 Project Photos………………………………….…….…….……. 87-94 FINAL CONSTRUCTION REPORT PROJECT PRA-VIIS 10(1), 901(1) NORTH SHORE ROAD I. PROJECT DESCRIPTION A. Project Number - Project PRA-VIIS 10(1), 901(1) was located in Virgin Island National Park, St. John Island in the United States Virgin Islands. B. Description of Work – The project consisted of rehabilitation and resurfacing of North Shore Road within the Virgin Islands National Park, resurfacing and striping of the National Park Service Visitor’s Center parking area, shoulder reconditioning, permanent signing, pavement marking, minor grading, and other miscellaneous work. Schedule A consisted of part and full width reconstruction, asphalt paving, shoulder edge stabilization, erosion control, traffic control, striping, and other minor work on North Shore Road station 100+00 to 240+00. Schedule B consisted of partial width reconstruction, asphalt paving, shoulder edge stabilization, erosion control, traffic control, striping, and other minor work on North Shore Road station 240+00 to 272+00. Funded under the American Reinvestment and Recovery Act (ARRA). Schedule C consisted of 1.5-inch structural asphalt overlay, overlay of the one- way on Route 100 and Route 10A, erosion control, traffic control, striping, and other minor work on North Shore Road station 272+00 to 490+00. Funded under ARRA. Schedule D consisted of milling and overlay, ditch reconditioning, swale grading, concrete water crossing, utility top adjustment, striping, erosion control, and other minor work to the Visitor Center parking area. Funded under ARRA. Schedule E consisted of full width reconstruction, drainage improvements, erosion control, construction traffic control, and other minor work on North Shore Road station 480+50 to 484+50. Funded under ARRA. Schedule F consisted of permanent signing, timer guardrail replacement, pavement marking at select beach entrances, asphalt speed humps, and minor construction traffic control on North Shore Road. 1 C. Environmental Considerations – National Environmental Policy Act (NEPA) Compliance: A Categorical Exclusion was prepared and signed by the Federal Highway Administration (FHWA) on March 3, 2004 in accordance to 23 CFR Chapter 1 771.117(d) (1&3). State Historic Preservation Office (SHPO) – 106 Concurrence: By letter dated February 24, 2009, the National Park Service determined that there were no known cultural resources within the proposed project area protected in accordance to the requirements of Section 106 of the National Historic Preservation Act. Fish and Wildlife Service - Section 7 Concurrence (endangered Species): By letters dated February 25, 2009 and March 5, 2009, the U.S. Fish and Wildlife Service and National Park Service concurred that there were no known adverse effects anticipated on resources protected by the Endangered Species Act of 1973. United States Virgin Island Department of Planning and Natural Resources (VIDPNR): By letter dated September 24, 2007, VIDPNR issued a territorial pollution discharge system permit, No. VGSA000, effective December 1, 2007, with an expiration date of November 30, 2012, in accordance to the Clean Water Act, 33 USC §1251 et. Seq., as amended by the Water Quality Act of 1987, P.I., 100-4, and the Virgin Islands Water Pollution Control Act, 12 V.I. CODE ANN §184 et. seq. II. PROJECT DATA A. Specifications – Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-03 (US Customary units). B. Termini – North Shore Road (Route 20): Station 100+00 to 490+00 North Shore Road (Route 10A): None Visitor Center Parking Area: None C. Length – North Shore Road (Route 20): 41,200 feet North Shore Road (Route 10A): 1,795 feet Visitor Center Parking Area: 165 feet Total Length: (8.174 miles) 43,160 feet 2 D. Width – Two 9-foot travel lanes with variable shoulders E. Pavement Structure – Station 100+00 to 139+00 consisted of 8 inches of aggregate base grading C or D, 3 inches of Hot Asphalt Concrete Pavement (HACP) class B grading C or D, and 2 inches of HACP class B grading E type 4 smoothness. (Schedule A) Station 139+00 to 272+00 consisted of 8 inches of aggregate base grading C or D, 3.5 inches of (HACP) class B grading C or D, and 1.5 inches of HACP class B Grading E type 4 smoothness. (Schedule A and B) Station 272+00 to 490+00 consisted of non-structural Asphalt Concrete (AC) overlay 1 inch thick. (Schedules C, D, and E) Stations 276+75 to 277+50 and 282+50 to 283+20 consisted of 8 inches of aggregate base grading C or D, 3 inches of (HACP) class B grading C or D, 2 inches of HACP class B grading E type 4 smoothness, tack coat, and anti-skid surface treatment. (Schedule C) F. Structures – None G. Contract Number and Date – DTFH71-09-C-00020 – August 6, 2009 H. Contracting Officers – Melisa L. Ridenour Division Engineer Donald W. Miller Director, Project Delivery Wanda A. Peffer Contracting Officer Thomas J. Scott, Jr. Construction Engineer Jameel Siddiqi, Construction Operation Engineer I. Contract Bid Amount – Schedule A: $3,050,983.00 Schedule B: $654,415.00 Schedule C: $951,970.60 Schedule D: $109,826.80 Schedule E: $237,964.00 Schedule F: $93,900.00 Total: $5,099,059.40 3 Engineers Estimate – Schedule A: $4,900,000.00 Schedule B: $1,027,094.00 Schedule C: $1,171,005.00 Schedule D: $186,503.00 Schedule E: $385,685.00 Total: $7,867,547.00 J. Schedule F: $197,260.00 K. Final Contract Amount – $6,215,621.16 L. Contract Time – Award Date: August 6, 2009 Notice to Proceed: September 28, 2009 Original Completion date: September 27, 2010 Authorized Extension Granted: 231 Days Revised Completion Date: May 16, 2011 Date Substantially Complete: May 16, 2011 Date All Work Complete: August 24, 2011 Liquidated Damages Accessed: None M. Contractor – Island Road Corporation 6501 Red Hook Plaza, Suite 201 Charlotte Amalie, VI 00802-1306 N. Subcontractors – Precise Builders Small Business Concern (SBC) P.O. Box 6828 Disadvantage Business Enterprise (DBE) St. Thomas, VI 00804-1306 Permanent Pavement Markings $130,000.00 O. Construction Engineering Costs – EFLHD PE Costs: $262,297.01 EFLHD CE Costs: $530,693.71 Total Costs: $792.990.72 Percent of the Final Contract Amount – 12.76 P. Maintaining Agency - National Park Services 4 III. CONSTRUCTION A. Materials – Item No. 30101-1000 Aggregate Base, Grading C Supplier: Heavy Materials – St. Thomas Quarry 7865 Estate Mariendahl, St. Thomas, USVI 00802 Material: Crushed Aggregate – St. Thomas Quarry, USVI Approved Job Mix Design: Allowable Target Value Deviation Specification Sieves (Percent Passing) (Percent) (Percent Passing) 2-inch 100 - 100 1-inch 94 ±6 88-100 3/4-inch 85 ±6 79-91 3/8-inch 61 ±6 55-67 No. 4 40 ±6 34-46 No. 200 9.8 ±3 6.8-12.8 Maximum Dry Density: 141.2 pounds per cubic foot (pcf) Optimum Moisture Content: 8.4 percent Bulk Specific Gravity (Sp/Gr): 2.83 Sodium Sulfate Soundness: 0.7 percent LA Abrasion: 22 percent wear Fractured Faces: 100 percent Liquid Limit: ND Plasticity Index: Non-plastic California Bearing Ratio: 33 percent 5 Item No. 40201-0800: Hot Asphalt Concrete Pavement, Class B, Grading A Supplier: Island Road Corporation 6501 Red Hook Plaza, Suite 201 Charlotte Amalie, VI 00802-1306 Aggregate Data and Source: No. 67 Heavy Materials 55 % Cold Feed Proportions (CFP) 1/4 all in one St. Croix, USVI 35 % CFP Natural Sand Columbia 10% CFP Asphalt Binder Grade and Source: Pen 60/70 PDVA Bajo Grande, Venezuela Antistripping Additive: Adhere LOF 65-00 Supplier: Ar Maz Winter Heaven, FL Job Mix Design Properties: Allowable Target Value Deviation Specification Sieves (Percent Passing) (Percent) (Percent Passing) 1.5-inch 100 - 100 1-inch 100 - 97-100 3/8-inch 64 ±6 58-70 1/2-inch 52 ±4 46-58 No. 8 36 ±6 32-40 No. 30 18 ±4 14-22 No. 50` 11 ±3 8-14 No. 200 6.0 ±2.0 4.0-8.0 Asphalt Content: 5.1 (± 0.5) percent of total mix Theoretical Specific Gravity: 2.456 Dust/Asphalt Ratio: 1.1 Voids in Mineral Aggregate (VMA): 15.3 percent Voids Filled with Asphalt (VFA): 76.5 percent Pay Factor: 1.01 6 Item No. 40201-1400: Hot Asphalt Concrete Pavement, Class B, Grading D Supplier: Island Road Corporation 6501 Red Hook Plaza, Suite 201 Charlotte Amalie, VI 00802-1306 Aggregate Data and Source: No. 67 Heavy Materials 55 % Cold Feed Proportions (CFP) 1/4 all in one St. Croix, USVI 35 % CFP Natural Sand Columbia 10% CFP Asphalt Binder Grade and Source: Pen 60/70 PDVA Bajo Grande, Venezuela Antistripping Additive: Adhere LOF 65-00 Supplier: Ar Maz Winter Heaven, FL Job Mix Design Properties: Allowable Target Value Deviation Specification Sieves (Percent Passing) (Percent) (Percent Passing) 3/4-inch 100 - 100 1/2-inch 99 - 97-100 No. 4 65 ±6 59-71 No. 8 42 ±6 36-48 No. 30 19 ±4 15-23 No. 50 13 ±3 10-16 No. 200 6.0 ±2 4.0-8.0 Asphalt Content: 5.3 (± 0.5) percent of total mix Theoretical Specific Gravity: 2.43 Dust/Asphalt Ratio: 1.1 Voids in Mineral Aggregate (VMA): 16.9 percent Voids Filled with Asphalt (VFA): 70.3 percent 7 Item No. 61502-1000: Drive Pad concrete Supplier: Heavy Materials – St. Thomas Quarry 7865 Estate Mariendahl, St. Thomas, USVI 00802 Mix Requirements: Minimum Strength: 3000 pounds per square inch (psi) in 28 days Minimum Cement Content: 607 pounds per cubic yard (pcy) Maximum Water/Cement Ratio: 0.46 Maximum Slump: 5.0 inch Max Minimum Air Content: 4.0 percent Portland cement: AASHTO C150 Type I Caricement 611 pcy Fine Aggregate: Fine Sand (ASTM C33) Argos, Colombia 545 pcy Fine Gravel (ASTM C33 No. 8) Brookman Quarry, St. Thomas 50 pcy Course Aggregate: AASHTO C33 No. 56 1,150 pcy Brookman Quarry, St. Thomas Coarse Sand 3/16 (ASTM C33) Brookman Quarry, St. Thomas 1,380 pcy Water: Brookman Quarry, St. Thomas 280 pcy Air Entrainment: (ASTM C260) BASF AE 90 3.0 ounces per cubic yard Admix Type B/D: (ASTM C494) 35 ounces per BASF Polyheed 744 R cubic yard B. Experimental or New Features – None 8 C. Changes and Problems – 1. Changes Contract Modification (CM) No. 0001 exercised Option 1 by adding the performance of Schedule B to the contract. Work included partial width reconstruction, asphalt paving, shoulder edge stabilization, erosion control, traffic control, striping and other minor work. Net contract increase = $654,415.00 No change in contract time. CM No. 0002: was issued as a unilateral to incorporate the subsections 107.11 and 109.08 reporting requirements under the American Recovery and Reinvestment Act (ARRA) into the contract. No change in the contract amount No change in contract time. CM No. 0003: was issued to adjust, increase or decrease the quantity of several existing items on Schedule A, Schedule C, and Schedule E, due to a request by the NPS for additional paving on Peace Hill parking area, an increase to the overlay depth at Maho Bay, and additional paving from station 490+00 to Centerline Road. Additional request from the NPS included furnishing and installing one set of solar power traffic lights for temporary traffic control, extending the stone wall at Maho Bay Overlook on Schedule C, and remove and reconstruct a stone wall at Kings Hill on Schedule E. This CM also extended the contract time by 38 calendar days. Net contract increase = $609,408.67 New completion date: November 5, 2010 CM No. 0004: was issued as a unilateral undefinitized CM to obligate funds for additional work at Jumbie Beach parking area (Schedule B), and an extension to the NPS parking area (Schedule D), as well as additional work on Mary Creek and Annaberg Roads (Schedule C). Net contract increase = $369,887.50 No change in contract time. CM No. 005: was issued to definitize the funds from CM No. 0004 on Schedules B, C, and D. This CM also increased the contract time by 30 calendar days. No change in the contract amount New completion date: December 4, 2010 CM No. 006: was issued to correct the accounting strings in CM No. 005. No change in the contract amount No change in contract time. 9 CM No. 007: was issued at the request of the National Park Service to increase the quantity of the permanent traffic markings along North Shore Road on Schedule A and Schedule C, add two new items for thermoplastic rumble strips for each of the constructed speed bumps, and for a delineator on Maho Bay. This CM also extended the contract time by 163 calendar days for the additional work and weather related delays. Net contract increase = $133,535.59 New completion date: May 16, 2011 CM No. 008: adjusted final quantities to match existing field conditions varied from the Original Engineer’s Estimate. Net contract decrease = $0.02 No change in contract time. 2. Significant Overruns and Underruns Overruns Schedule A 20315-0000 Sawcutting Pavement: The original quantity for this item was 3,809.00 linear feet. The quantity required to complete the contract was 6,010.76 linear feet, which is an overrun of 2,201.76 linear feet or 57.80 percent of the original contract quantity. The original estimated quantity was reduced by CM No. 003. Due the damages caused by Tropical Storm Otto, additional pavement sawcutting was required for repairs. 40201-1400 Hot Asphalt Concrete Pavement, Class B, Grade E: The original contract quantity for this item was 2,555.00 tons. The quantity required to complete the contract requirements was 3,205.39 tons, which is an overrun of 650.39 tons or 25.50 percent of the original contract quantity. This item was underestimated, and the quantity was increased to meet existing field conditions. Schedule B 40201-1400 Hot Asphalt Concrete Pavement, Class B, Grade E: The original contract quantity for this item was 560.00 tons. The quantity required to complete the contract requirements was 633.63 tons, which is an overrun of 73.63 tons or 13.14 percent of the original contract quantity. This item was underestimated, and the quantity was increased to meet existing field conditions. Schedule C 20315-0000 Sawcutting Pavement: The original quantity for this item was 18.0 linear feet. The quantity required to complete the contract was 284 linear feet, which is an overrun quantity of 266 linear feet or 93.66 percent of the original contract quantity. The original estimated quantity was underestimated, and existing field condition required additional pavement sawcutting. 10 40201-0800 Hot Asphalt Concrete Pavement, Class B, Grade C: The original contract quantity for this item was 48.00 tons. The quantity required to complete the contract requirements was 118.97 tons, which is an overrun of 70.97 tons of the original contract quantity. This item was underestimated, and the quantity was increased to meet existing field conditions. 40201-1400 Hot Asphalt Concrete Pavement, Class B, Grade E: The original quantity for this item was 2,205.00 tons. The contract quantity was increased by CM No. 003 to 3,307.00 tons to extend the paving length from Station 490+00 to Centerline Road, and by CM No. 005 to 4,227.00 tons to pave Annaberg Road and Mary Creek Road as requested by NPS. An additional 30.61 tons was required to complete repairs due to the damages caused by Tropical Storm Otto. The final quantity required to complete the contract was 4,257.61 tons or 0.72 percent of the quantity in CM No. 005. 63401-1500 Pavement Markings, Type H, Solid: The original quantity for this item was 29,517.00 linear feet. The contract quantity was increased by CM No. 007 to 49,581.00 linear feet for additional edge lines on the road. The final quantity required to complete the contract was 52,479.44 linear feet, which is an overrun of 2,898.44 linear feet or 5.84 percent of the CM No. 007 quantity. The quantity was increased to meet existing field conditions. Schedule D 40201-1400 Hot Asphalt Concrete Pavement, Class B, Grade E: The original quantity for this item was 102.00 tons. The contract quantity was increased by CM No. 005 to 167.00 tons. The contract quantity required to complete the contract was 271.72 tons, which is an overrun of 104.72 tons or 62.70 percent of the original contract quantity. The original estimated quantity was underestimated. 61920-1000 Remove and Reset Bollard: The original quantity for this item was 20 each. The quantity required to complete the contract was 34 each, which is an overrun quantity of 14 each or 70 percent of the original contract quantity. The additional quantity was due to the installation of the new bollards at Maho Bay area and the relocation of additional bollards at the NPS Headquarters parking lot to meet existing field condition. Schedule E 20315-0000 Sawcutting Pavement: The original quantity for this item was 36.0 linear feet. The quantity required to complete the contract is 485.01 linear feet, which is an overrun quantity of 449.01 linear feet or 1,347 percent of the original contract quantity. The original estimated quantity was underestimated, and existing field conditions required additional pavement sawcutting. 25101-3000 Placed Riprap, Class 3: The original quantity for this item was 15.00 cubic yards. The quantity required to complete the contract was 83.00 cubic yards, which is an overrun quantity of 68.00 cubic yards or 453 percent of the original contract quantity. The original quantity was increased to meet existing field condition. The riprap was used at various locations along the project at the road shoulders to dissipate water stream energy caused by heavy rain conditions. This action was taken to prevent future shoulder washouts in the most critical areas. 11 40201-1400 Hot Asphalt Concrete Pavement, Class B, Grade E: The original quantity for this item was 84.00 tons. The contract quantity was increased by CM No. 003 to 515.43 tons. The contract quantity required to complete the contract was 753.99 tons, which is an overrun quantity of 238.56 tons or 46.30 percent of the revised contract quantity. The original estimated quantity was underestimated and existing field condition required repairs due to damages caused by Tropical Storm Otto. 60801-0400 Paved Waterway, Type 4: The original contract quantity for this item was 110.0 square yards. The quantity required to complete the contract requirements was 163.19 square yards, which is an overrun of 53.19 square yards or 48.35 percent of the original contract quantity. The original contract quantity was increased due to the construction of additional paved waterway at the NPS parking lot and reconstruction of the existing paved waterway at Station 103+00. Underruns Schedule A 15706-0110 Soil Erosion Control, Inlet protection Type A: The original quantity for this item was 2 each. The quantity required to complete the contract was 0 each, which is an underrun quantity of 2 each or 100 percent of the original contract quantity. Due to the nature of the work performed this item was not required. 20301-1000 Removal of Frame and Grate: The original quantity for this item was 1 each. The quantity required to complete the contract was 0 each, which is an underrun of 1 each or 100 percent of the original contract quantity. Due to the nature of the work performed this item was not required. 20301-1400 Removal of Inlet: The original quantity for this item was 1 each. The quantity required to complete the contract was 0 each, which is an underrun of 1 each or 100 percent of the original contract quantity. Due the field conditions and the work performed, this item was not required. 30302-2000 Shoulder Reconditioning C: The original quantity for this item was 4,450.00 linear feet. The quantity required to complete the contract was 3,077.50 linear feet, which is an underrun quantity of 1,372.50 linear feet or 14.78 percent of the original contract quantity. The original estimated quantity was overestimated. 41301-0200 Asphalt Pavement Milling 1-inch Depth: The original quantity for this item was 4,800.00 square yards. The quantity required to complete the contract was 4,165.80 square yards, which is an underrun quantity of 634.20 square yards or 13.12 percent of the original contract quantity. The original estimated quantity was overestimated. 60403-1700 Inlet, Type 6A: The original quantity for this item was 1 each. The quantity required to complete the contract was 0 each, which is an underrun of 1 each or 100 percent of the original contract quantity. Due to the nature of the work performed this item was not required. 12 61502-1000 Drive Pad Concrete (for Aprons and Low Water Crossing): The original quantity for this item was 50 square yards. The quantity required to complete the contract was 0 square yards, which is an underrun of 50 square yards or 100 percent of the original contract quantity. Since low water crossing areas were paved with asphalt, this item was not required. 62901-0100 Rolled Erosion Control Product Type 1.A: The original quantity for this item was 500.00 square yards. The quantity required to complete the contract was 0 square yards, which is an underrun quantity of 500 square yards or 100 percent of the original contract quantity. Fast vegetation grow was observed, thus eliminating the need for this item. 63502-1300 Temporary Traffic Control, Drums: The original quantity for this item was 60 each. The quantity required to complete the contract is 21 each, which is an underrun of 39 each or 65 percent of the original contract quantity. The original estimated quantity was overestimated. 63504-1000 Temporary Traffic Control, Signs: The original quantity for this item was 170 square yards. The quantity required to complete the contract was 111.75 square yards, which is an underrun of 58.25 square yards or 34.26 percent of the original contract quantity. The original estimated quantity was decreased due to the use of removable temporary traffic control signs at the project. 63506-0500 Temporary Traffic Control, Flaggers: The original quantity for this item was 4,000.00 hours. The quantity required to complete the contract was 1,152.00 hours, which is an underrun of 2,848 hours or 71.20 percent of the original contract quantity. The original quantity was decreased due the use of a solar powered traffic light for traffic control. Schedule B 15705-0100 Soil Erosion Control, Silt Fence: The original quantity for this item was 2,124.00 linear feet. The quantity required to complete the contract was 0 linear feet, which is an underrun quantity of 2,124.00 linear feet or 100 percent of the original contract quantity. The original quantity was overestimated. 20315-0000 Sawcutting Pavement: The original quantity for this item was 2,178.00 linear feet. The quantity required to complete the contract was 1,000.00 linear feet, which is an underrun quantity of 1178.00 linear feet or 54.08 percent of the original contract quantity. The original quantity was overestimated. 20401-0000 Roadway Excavation: The original quantity for this item was 1,341.00 cubic yards. The quantity required to complete the contract is 623.35.00 cubic yards, which is an underrun of 717.64 cubic yards or 53.51 percent of the original contract quantity. The original quantity was underestimated. 20701-1500 Earthwork Geotextile Type IV-D: The original quantity for this item was 708.00 square yards. The quantity required to complete the contract was 0.00 square yards, which is an underrun of 708.00 square yards or 100 percent of the original contract quantity. The original quantity was overestimated. 13 20703-0000 Geogrid: The original quantity for this item was 4,012.00 square yards. The quantity required to complete the contract was 1,012.00 square yards, which is an underrun of 3,000.00 square yards or 74.76 percent of the original contract quantity. The original quantity was overestimated. 30101-1000 Aggregate Base grading C: The original quantity for this item was 890.46 tons. The quantity required to complete the contract was 650.00 tons, which was an underrun of 240.46 tons or 27 percent of the original contract quantity. The original quantity was overestimated. 62901-0100 Rolled Erosion Control Product, Type 1.A: The original quantity for this item was 150.00 square yards. The quantity required to complete the contract was 0.00 square yards, which is an underrun of 150.00 square yards or 100 percent of the original contract quantity. This item was not needed due to existing field conditions. Schedule C 15705-0100 Soil Erosion Control, Silt Fence: The original quantity for this item was 341.00 linear feet. The quantity required to complete the contract was 0.00 linear feet, which is an underrun of 341.00 linear feet or 100 percent of the original contract quantity. The item was not needed due to existing field conditions. 20401-0000 Roadway Excavation: The original quantity for this item was 101.00 cubic yards. The quantity required to complete the contract was 52.26 cubic yards, which is an underrun of 48.74 cubic yards or 48.25 percent of the original contract quantity. The original quantity was overestimated. 30101-1000 Aggregate Base Grading C: The original quantity for this item was 127.00 tons. The quantity required to complete the contract is 75.73 tons, which is an underrun of 51.27 linear feet or 40.37 percent of the original contract quantity. The original quantity was overestimated. 40910-0400 Surface Treatment Designation 1D: The original quantity for this item was 300.00 square yards. The quantity required to complete the contract is 0.00 square yards, which is an underrun of 300 square yards or 100 percent of the original contract quantity. This item was not needed due to existing field conditions. 63502-1300 Temporary Traffic Control, Drums: The original quantity for this item was 70 each. The quantity required to complete the contract was 0.00 each, which is an underrun of 70 each or 100 percent of the original contract quantity. The original quantity was overestimated. Schedule D 15705-0100 Soil Erosion Control, Silt Fence: The original quantity for this item was 485.00 linear feet. The quantity required to complete the contract was 0.00 linear feet, which is an underrun of 485.00 linear feet or 100 percent of the original contract quantity. This item was not needed due to existing field conditions. 14 15706-1400 Soil Erosion Control, Inlet Protection: The original quantity for this item was 1 each. The quantity required to complete the contract was 0.00 each, which is an underrun of 1 each or 100 percent of the original contract quantity. This item was not needed due to existing field conditions. 20315-0000 Sawcutting Pavement: The original quantity for this item was 85.00 linear feet. The quantity required to complete the contract was 45.00 linear feet, which is an underrun of 40.00 linear feet or 47.05 percent of the original contract quantity. The original quantity was overestimated. 20401-0000 Roadway Excavation: The original quantity for this item was 89.00 cubic yards. The quantity required to complete the contract was 0.00 cubic yards, which is an underrun of 89 cubic yards or 100 percent of the original contract quantity. This item was not needed due to existing field conditions. 20425-1000 Ditch Excavation: The original quantity for this item was 185.00 linear feet. The quantity required to complete the contract is 140.00 linear feet, which is an underrun of 45.00 linear feet or 24.32 percent of the original contract quantity. The original quantity was overestimated. 30101-1000 Aggregate Base Grading C: This item was incorporated to the contract quantity by CM No. 003 to 109.00 tons as required material for the extension of the NPS parking lot area. The quantity required to complete the contract was 78.86 tons, which is an underrun of 30.14 tons or 27.65 percent of the original contract quantity, due to a request by the NPS. 30302-1000 Ditch Reconditioning: The Original quantity for this item was 300.00 linear feet. The quantity required to complete the contract was 0.00 linear feet, which is an underrun of 300.00 linear feet or 100 percent of the original contract quantity. This item was not needed due to existing field conditions. 41202-0000 Tack Coat: The Original quantity for this item was 734.00 gallons. The quantity required to complete the contract was 500.00 gallons, which is an underrun of 234 linear feet or 31.88 percent of the original contract quantity. The original quantity was underestimated. 60405-0000 Manhole Adjustment: The original quantity for this item was 2 each. The quantity required to complete the contract was 0 each, which is an underrun of 2 each or 100 percent of the original contract quantity. This item was not needed due to existing field conditions. 61108-1000 Adjust Water Valve: The original quantity for this item was 3 each. The quantity required to complete the contract was 2 each, which is an underrun of 1 each or 33.3 percent of the original contract quantity. This item was not needed due to existing field conditions. 61502-1000 Drive Pad Concrete (for Aprons and Low Water Crossing): The original quantity for this item was 35.00 cubic yards. The quantity required to complete the contract was 0.00 cubic yards, which is an underrun quantity of 35.00 cubic yards or 100 percent of the original contract quantity. This item was not needed due to existing field conditions. 15 62901-0100 Rolled Erosion Control Product Type 1.A: The original quantity for this item was 280.00 square yards. The quantity required to complete the contract was 0.00 square yards, which is an underrun of 280 square yards or 100 percent of the original contract quantity. This item was not needed due to existing field conditions. 63316-1000 Remove and Reset Sign (NPS Visitor Center): The original quantity for this item was 1 each. The quantity required to complete the contract was 0 each, which is an underrun quantity of 1 each or 100 percent of the original contract quantity. There was no work performed on the NPS visitor center sign area. 63502-0600 Temporary Traffic Control, Barricade Type 3: The original quantity for this item was 1 each. The quantity required to complete the contract is 0 each, which is an underrun of 1 each or 100 percent of the original contract quantity. The use of water-filled barriers was used to meet existing field conditions. 63504-1000 Temporary Traffic Control, Construction Sign: The original quantity for this item was 10.00 square yards. The quantity required to complete the contract was 0.00 square yards, which is an underrun of 10 square yards or 100 percent of the original contract quantity. The original quantity was overestimated. Schedule E 15705-0100 Soil Erosion Control, Inlet Protection Type C: The original quantity for this item was 1 each. The quantity required to complete the contract was 0 each, which is an underrun of 1 each or 100 percent of the original contract quantity. This item was not needed due to existing field conditions. 15706-2100 Soil Erosion Control, Filter Berm: The original quantity for this item was 47 each. The quantity required to complete the contract is 0 each, which is an underrun quantity of 47 each or 100 percent of the original contract quantity. Due to the nature of the work performed and field conditions observed this item was no required. 20301-1000 Removal of Frame and Grate: The original quantity for this item was 1 each. The quantity required to complete the contract was 0 each, which is an underrun of 1 each or 100 percent of the original contract quantity. This item was not needed due to existing field conditions. 20301-1200 Removal of Headwall: The original quantity for this item was 2 each. The quantity required to complete the contract was 0 each, which is an underrun of 2 each or 100 percent of the original contract quantity. The original estimated quantity was overestimated. This item was not needed due to existing field conditions. 20301-1300 Removal of Inlet Grate: The original quantity for this item was 1 each. The quantity required to complete the contract was 0 each, which is an underrun of 1 each or 100 percent of the original contract quantity. This item was not needed due to existing field conditions. 16 20302-1600 Removal of Paved Waterway (Rubble): The original quantity for this item was 275.00 linear feet. The quantity required to complete the contract was 0.00 linear feet, which is an underrun of 275.00 linear feet or 100 percent of the original contract quantity. This item was intended to be used as part work at Kings Hill Road, but after inspection and conversations between the involved parties, it was determined not to re- grade the existing road; therefore, the use of this item was not required. 20302-2100 Removal of Pipe Culvert: The original quantity for this item was 30.00 linear feet. The quantity required to complete the contract was 0.00 linear feet, which is an underrun of 30.00 linear feet or 100 percent of the original contract quantity. A visual inspection was conducted to observe the conditions of the existing pipe culvert, and it was found to be good and functional, therefor not needed. The Contractor informed the Project Engineer that the pipe was installed 5 years before this project. 20401-0000 Roadway Excavation: The original quantity for this item was 350.00 cubic yards. The quantity required to complete the contract was 127.31 cubic yards, which is an underrun of 222.69 cubic yards or 63.62 percent of the original contract quantity. The original quantity was overestimated. 30101-1000 Aggregate Base, Grading C: The original quantity for this item was 440.00 tons. The quantity required to complete the contract is 164.09 tons, which is an underrun of 275.91 tons or 62.70 percent of the original contract quantity. The original quantity was overestimated. 40910-0400 Surface Treatment Designation 1D: The original quantity for this item was 300.00 square yards. The quantity required to complete the contract was 0.00 square yards, which is an underrun of 300 square yards or 100 percent of the original contract quantity. A gradation of the asphalt JMD was submitted by the Contractor and approved by FHWA. This action was taken to increase the road friction surface, and no additional surface treatment was required. 60103-0160 Concrete, Headwall for 30-inch Pipe Culvert: The original quantity for this item was 1 each. The quantity required to complete the contract was 0 each, which is an underrun of 1 each or 100 percent of the original contract quantity. The use of this item was not required due to the pipe culvert being in good and functional condition. 60201-0900 30-inch Culvert: The original quantity for this item was 30.00 linear feet. The quantity required to complete the contract was 0 linear feet, which is an underrun of 30.00 linear feet or 100 percent of the original contract quantity. The use of this item was not required due to the pipe culvert being in good and functional condition. 60409-0700 Inlet Top, Metal Frame and Grate Type 6A: The original quantity for this item was 1 each. The quantity required to complete the contract was 0 each, which is an underrun of 1 each or 100 percent of the original contract quantity. This item was not needed due to existing field conditions. 17 60409-1000 Inlet Top, Concrete: The original quantity for this item was 1 each. The quantity required to complete the contract was 0 each, which is an underrun of 1 each or 100 percent of the original contract quantity. The use of this item was not required. After inspection by FHWA, NPS, and the Contractor held in March 23, 2010, it was determined to eliminate the existing trench drain at Kings Hill area due to the fact that the road superelevation provided a good drainage to the road through the paved waterway. 62901-0500 Rolled Erosion Control Product Type 2.A: The original quantity for this item was 60.00 square yards. The quantity required to complete the contract was 0.00 square yards, which is an underrun of 60 square yards or 100 percent of the original contract quantity due to existing field conditions. 63502-1300 Temporary Traffic Control, Drums: The original quantity for this item was 5 each. The quantity required to complete the contract was 0 each, which is an underrun of 5 each or 100 percent of the original contract quantity. Drums used at other locations were brought to the working area as required. 63503-0400 Temporary Traffic Control, Concrete Barrier: The original quantity for this item was 100.00 linear feet. The quantity required to complete the contract was 0.00 linear feet, which is an underrun of 100 linear feet or 100 percent of the original contract quantity. The use of water-filled barriers was used to meet existing field conditions. 63506-0500 Temporary Traffic Control, Flaggers: The original quantity for this item was 400.00 hours. The quantity required to complete the contract is 120.00 hours, which is an underrun of 280 hours or 70.00 percent of the original contract quantity. The original quantity was decreased due the use of a solar power traffic light for traffic control. Schedule F 63312-0000 Speed Hump: The original quantity for this item was 6 each. The quantity required to complete the contract was 5 each, which is an underrun of 1 each or 16.66 percent of the original contract quantity. The location of the placed speed hum was selected by NPS personnel, and it was agreed to use only 5 of the speed humps at the project. 63506-0500 Temporary Traffic Control, Flaggers: The original quantity for this item was 1,000.00 hours. The quantity required to complete the contract was 847.83 hours, which is an underrun of 152.17 hours or 15.21 percent of the original contract quantity. The use of flagger hours was reduced due the use of solar panel traffic lights as a temporary traffic device during construction activities. 18 3. Problems Between October 4 and October 8, 2010, the USVI territory was affected by tropical storm Otto, which 0062rought a 30-year rain event with approximately 18 inches of precipitation. As a result North Shore Road in St. John suffered damage at the following areas: NPS Headquarters Parking Lot, Station 230+00, Station 310+00, Station 315+00 and Station 480+00. The damages were repaired without increasing the contract amount. 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/COTR (October 2010 - January 2011) B. Contract Inspection – None C. Other Contacts – Lee Edwards, NPS Southeast Region Mark Hardgrove, Park Superintendent Keith Macneir, Chief of Maintenance operations. D. Partnering – Informal partnering was successfully implemented on this project and a good relationship was maintained between all shareholders. 19 20 As-Built 21 Mary Creek Road Annaberg Road 22 23 24 25 26 27 T A B U L A T I O N O F B I D S Project No.: Project Name: VIIS 10(1),901(1) ADV NORTH SHORE ROAD (100+00 CRUZ BAY TO 240+00 RECONSTRUCTION) Contractor Responsive Bid Amount State: County: Opened at: By: Date: VI ST. JOHN VIRGIN ISLANDS NATIONAL PARK Sterling, VA J. Wright/ J. Albright 07/07/2009 Signed: Peggy Schaad Title: Contract Specialist Date: 07/07/09 Contract Awarded to: Island Roads Corporation Date: 08/6/09 I certify that this Bid Tabulation accurately reflects the bids received and publicly opened for this solicitation. Bid Schedule A Island Roads Corporation 6501 Red Hook Plaza St Thomas, VI 00802-1306 3,050,983.00 Betteroads Asphalt Corporation P. O. Box 21420 San Juan, PR 00928-1420 3,353,657.80 Tip Top Construction 5064 Mount Welcome Christiansted, VI 00820-4672 4,738,821.00 Constructora International USVI LLC Bay 4 Roof Tops Estate Friedenstahl Christiansted, St Cr, VI 00820 5,667,150.00 Engineer's Estimate 4,900,000.00 28 T A B U L A T I O N O F B I D S Project No.: Project Name: VIIS 10(1),901(1) ADV NORTH SHORE ROAD (100+00 CRUZ BAY TO 240+00 RECONSTRUCTION) Date: 07/07/09 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule A 15101-0000 LPSM MOBILIZATION Island Roads Corporation ALL 300,000.00 300,000.00 Betteroads Asphalt Corporation 412,100.00 412,100.00 Tip Top Construction 935,650.00 935,650.00 Constructora International USVI LLC 1,500,000.00 1,500,000.00 ENGINEER'S ESTIMATE 551,934.00 551,934.00 15201-0000 LPSM CONSTRUCTION SURVEY AND STAKING Island Roads Corporation ALL 25,000.00 25,000.00 Betteroads Asphalt Corporation 49,400.00 49,400.00 Tip Top Construction 93,500.00 93,500.00 Constructora International USVI LLC 50,000.00 50,000.00 ENGINEER'S ESTIMATE 109,750.00 109,750.00 15401-0000 LPSM CONTRACTOR TESTING Island Roads Corporation ALL 30,000.00 30,000.00 Betteroads Asphalt Corporation 220,740.00 220,740.00 Tip Top Construction 48,500.00 48,500.00 Constructora International USVI LLC 300,000.00 300,000.00 ENGINEER'S ESTIMATE 90,800.00 90,800.00 15705-0100 LNFT SOIL EROSION CONTROL, SILT FENCE Island Roads Corporation 7,026 10.00 70,260.00 Betteroads Asphalt Corporation 11.50 80,799.00 Tip Top Construction 5.00 35,130.00 Constructora International USVI LLC 10.00 70,260.00 ENGINEER'S ESTIMATE 12.00 84,312.00 15706-1100 EACH SOIL EROSION CONTROL, INLET PROTECTION TYPE A Island Roads Corporation 2 1,000.00 2,000.00 Betteroads Asphalt Corporation 1,820.00 3,640.00 Tip Top Construction 1,200.00 2,400.00 Constructora International USVI LLC 3,500.00 7,000.00 ENGINEER'S ESTIMATE 1,135.00 2,270.00 20101-0000 ACRE CLEARING AND GRUBBING Island Roads Corporation 0.170 14,000.00 2,380.00 Betteroads Asphalt Corporation 161,200.00 27,404.00 Tip Top Construction 15,000.00 2,550.00 Constructora International USVI LLC 300,000.00 51,000.00 ENGINEER'S ESTIMATE 11,500.00 1,955.00 29 T A B U L A T I O N O F B I D S Project No.: Project Name: VIIS 10(1),901(1) ADV NORTH SHORE ROAD (100+00 CRUZ BAY TO 240+00 RECONSTRUCTION) Date: 07/07/09 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule A 20301-1000 EACH REMOVAL OF FRAME AND GRATE Island Roads Corporation 1 350.00 350.00 Betteroads Asphalt Corporation 2,600.00 2,600.00 Tip Top Construction 1,200.00 1,200.00 Constructora International USVI LLC 5,000.00 5,000.00 ENGINEER'S ESTIMATE 350.00 350.00 20301-1400 EACH REMOVAL OF INLET Island Roads Corporation 1 700.00 700.00 Betteroads Asphalt Corporation 2,200.00 2,200.00 Tip Top Construction 1,200.00 1,200.00 Constructora International USVI LLC 7,500.00 7,500.00 ENGINEER'S ESTIMATE 2,050.00 2,050.00 20315-0000 LNFT SAWCUTTING PAVEMENT Island Roads Corporation 3,809 7.00 26,663.00 Betteroads Asphalt Corporation 11.50 43,803.50 Tip Top Construction 15.00 57,135.00 Constructora International USVI LLC 10.00 38,090.00 ENGINEER'S ESTIMATE 5.00 19,045.00 20401-0000 CUYD ROADWAY EXCAVATION Island Roads Corporation 4,875 90.00 438,750.00 Betteroads Asphalt Corporation 79.50 387,562.50 Tip Top Construction 75.00 365,625.00 Constructora International USVI LLC 100.00 487,500.00 ENGINEER'S ESTIMATE 100.00 487,500.00 20701-1500 SQYD EARTHWORK GEOTEXTILE, TYPE IV-D Island Roads Corporation 1,892 17.50 33,110.00 Betteroads Asphalt Corporation 10.50 19,866.00 Tip Top Construction 22.50 42,570.00 Constructora International USVI LLC 10.00 18,920.00 ENGINEER'S ESTIMATE 10.00 18,920.00 20703-0000 SQYD GEOGRID Island Roads Corporation 10,688 10.00 106,880.00 Betteroads Asphalt Corporation 15.60 166,732.80 Tip Top Construction 32.00 342,016.00 Constructora International USVI LLC 20.00 213,760.00 ENGINEER'S ESTIMATE 28.00 299,264.00 30 T A B U L A T I O N O F B I D S Project No.: Project Name: VIIS 10(1),901(1) ADV NORTH SHORE ROAD (100+00 CRUZ BAY TO 240+00 RECONSTRUCTION) Date: 07/07/09 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule A 30101-1000 TON AGGREGATE BASE GRADING C Island Roads Corporation 3,115 75.00 233,625.00 Betteroads Asphalt Corporation 91.00 283,465.00 Tip Top Construction 125.00 389,375.00 Constructora International USVI LLC 90.00 280,350.00 ENGINEER'S ESTIMATE 350.00 1,090,250.00 30302-2000 LNFT SHOULDER RECONDITIONING C Island Roads Corporation 4,450 21.00 93,450.00 Betteroads Asphalt Corporation 9.10 40,495.00 Tip Top Construction 45.00 200,250.00 Constructora International USVI LLC 15.00 66,750.00 ENGINEER'S ESTIMATE 12.00 53,400.00 40201-0800 TON HOT ASPHALT CONCRETE PAVEMENT, MARSHALL TEST, CLASS B, GRADING C Island Roads Corporation 1,295 350.00 453,250.00 Betteroads Asphalt Corporation 325.00 420,875.00 Tip Top Construction 350.00 453,250.00 Constructora International USVI LLC 500.00 647,500.00 ENGINEER'S ESTIMATE 405.00 524,475.00 40201-1400 TON HOT ASPHALT CONCRETE PAVEMENT, MARSHALL TEST, CLASS B, GRADING E Island Roads Corporation 2,555 350.00 894,250.00 Betteroads Asphalt Corporation 325.00 830,375.00 Tip Top Construction 350.00 894,250.00 Constructora International USVI LLC 500.00 1,277,500.00 ENGINEER'S ESTIMATE 405.00 1,034,775.00 41202-0000 GAL TACK COAT Island Roads Corporation 410 14.00 5,740.00 Betteroads Asphalt Corporation 13.00 5,330.00 Tip Top Construction 25.00 10,250.00 Constructora International USVI LLC 25.00 10,250.00 ENGINEER'S ESTIMATE 30.00 12,300.00 41301-0200 SQYD ASPHALT PAVEMENT MILLING, 1-INCH DEPTH Island Roads Corporation 4,800 20.00 96,000.00 Betteroads Asphalt Corporation 26.00 124,800.00 Tip Top Construction 35.00 168,000.00 Constructora International USVI LLC 25.00 120,000.00 ENGINEER'S ESTIMATE 30.00 144,000.00 31 T A B U L A T I O N O F B I D S Project No.: Project Name: VIIS 10(1),901(1) ADV NORTH SHORE ROAD (100+00 CRUZ BAY TO 240+00 RECONSTRUCTION) Date: 07/07/09 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule A 60403-1700 EACH INLET, TYPE 6A Island Roads Corporation 1 4,200.00 4,200.00 Betteroads Asphalt Corporation 10,400.00 10,400.00 Tip Top Construction 7,500.00 7,500.00 Constructora International USVI LLC 10,000.00 10,000.00 ENGINEER'S ESTIMATE 10,750.00 10,750.00 61502-1000 SQYD DRIVE PAD, CONCRETE (FOR APRONS AND LOW WATER CROSSING) Island Roads Corporation 50 140.00 7,000.00 Betteroads Asphalt Corporation 177.00 8,850.00 Tip Top Construction 1,500.00 75,000.00 Constructora International USVI LLC 225.00 11,250.00 ENGINEER'S ESTIMATE 65.00 3,250.00 62901-0100 SQYD ROLLED EROSION CONTROL PRODUCT, TYPE 1.A Island Roads Corporation 500 17.50 8,750.00 Betteroads Asphalt Corporation 13.00 6,500.00 Tip Top Construction 35.00 17,500.00 Constructora International USVI LLC 8.00 4,000.00 ENGINEER'S ESTIMATE 7.00 3,500.00 63401-1500 LNFT PAVEMENT MARKINGS, TYPE H, SOLID Island Roads Corporation 16,100 2.80 45,080.00 Betteroads Asphalt Corporation 3.70 59,570.00 Tip Top Construction 17.50 281,750.00 Constructora International USVI LLC 8.00 128,800.00 ENGINEER'S ESTIMATE 3.00 48,300.00 63502-1300 EACH TEMPORARY TRAFFIC CONTROL, DRUM Island Roads Corporation 60 140.00 8,400.00 Betteroads Asphalt Corporation 130.00 7,800.00 Tip Top Construction 300.00 18,000.00 Constructora International USVI LLC 125.00 7,500.00 ENGINEER'S ESTIMATE 350.00 21,000.00 63503-0450 LNFT TEMPORARY TRAFFIC CONTROL, WATER-FILLED BARRIER Island Roads Corporation 500 100.00 50,000.00 Betteroads Asphalt Corporation 78.00 39,000.00 Tip Top Construction 150.00 75,000.00 Constructora International USVI LLC 150.00 75,000.00 ENGINEER'S ESTIMATE 287.50 143,750.00 32 T A B U L A T I O N O F B I D S Project No.: Project Name: VIIS 10(1),901(1) ADV NORTH SHORE ROAD (100+00 CRUZ BAY TO 240+00 RECONSTRUCTION) Date: 07/07/09 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule A 63503-0550 LNFT TEMPORARY TRAFFIC CONTROL, MOVING WATER-FILLED BARRIER Island Roads Corporation 500 35.00 17,500.00 Betteroads Asphalt Corporation 13.00 6,500.00 Tip Top Construction 150.00 75,000.00 Constructora International USVI LLC 100.00 50,000.00 ENGINEER'S ESTIMATE 50.00 25,000.00 63504-1000 SQFT TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN Island Roads Corporation 170 52.50 8,925.00 Betteroads Asphalt Corporation 39.00 6,630.00 Tip Top Construction 250.00 42,500.00 Constructora International USVI LLC 150.00 25,500.00 ENGINEER'S ESTIMATE 110.00 18,700.00 63506-0500 HOUR TEMPORARY TRAFFIC CONTROL, FLAGGER Island Roads Corporation 4,000 13.43 53,720.00 Betteroads Asphalt Corporation 13.43 53,720.00 Tip Top Construction 13.43 53,720.00 Constructora International USVI LLC 13.43 53,720.00 ENGINEER'S ESTIMATE 12.10 48,400.00 63701-0000 EACH FIELD OFFICE Island Roads Corporation 1 35,000.00 35,000.00 Betteroads Asphalt Corporation 32,500.00 32,500.00 Tip Top Construction 50,000.00 50,000.00 Constructora International USVI LLC 150,000.00 150,000.00 ENGINEER'S ESTIMATE 50,000.00 50,000.00 33 T A B U L A T I O N O F B I D S Project No.: Project Name: VIIS 10(1),901(1) ADV NORTH SHORE ROAD (100+00 CRUZ BAY TO 240+00 RECONSTRUCTION) Date: 07/07/09 B I D T O T A L C H E C K P A S S Computed Bid Amount Bid Amount Error Bidder's Bidder Bid Schedule A Island Roads Corporation 3,050,983.00 3,050,983.00 Betteroads Asphalt Corporation 3,353,657.80 3,353,657.80 Tip Top Construction 4,738,821.00 4,738,821.00 Constructora International USVI LLC 5,667,150.00 5,667,150.00 The apparent low bidder is 38 % below the engineer's estimate. 34 T A B U L A T I O N O F B I D S Project No.: Project Name: VIIS 10(1),901(1) ADV NORTH SHORE ROAD (100+00 CRUZ BAY TO 240+00 RECONSTRUCTION) Date: 07/07/09 B I D I T E M C H E C K P A S S Item No. Computed Bidder's Extension Extension Bidder Bid Schedule A No extension errors in this Schedule. 35 T A B U L A T I O N O F B I D S Project No.: Project Name: VIIS 10(1),901(1) ADV NORTH SHORE ROAD (240+00 TO 272+00) Contractor Responsive Bid Amount State: County: Opened at: By: Date: VI ST. JOHN VIRGIN ISLANDS NATIONAL PARK Sterling, VA J. Wright/ J. Albright 07/07/2009 Signed: Peggy Schaad Title: Contract Specialist Date: 07/07/09 Contract Awarded to: Date: ______________ I certify that this Bid Tabulation accurately reflects the bids received and publicly opened for this solicitation. Bid Schedule B Island Roads Corporation 6501 Red Hook Plaza St Thomas, VI 00802-1306 654,415.00 Betteroads Asphalt Corporation P. O. Box 21420 San Juan, PR 00928-1420 670,601.70 Tip Top Construction 5064 Mount Welcome Christiansted, VI 00820-4672 844,805.00 Constructora International USVI LLC Bay 4 Roof Tops Estate Friedenstahl Christiansted, St Cr, VI 00820 896,030.00 Engineer's Estimate 1,027,094.00 36 T A B U L A T I O N O F B I D S Project No.: Project Name: VIIS 10(1),901(1) ADV NORTH SHORE ROAD (240+00 TO 272+00) Date: 07/07/09 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Option 1 (Schedule B) 15705-0100 LNFT SOIL EROSION CONTROL, SILT FENCE Island Roads Corporation 2,124 10.00 21,240.00 Betteroads Asphalt Corporation 11.50 24,426.00 Tip Top Construction 7.50 15,930.00 Constructora International USVI LLC 10.00 21,240.00 ENGINEER'S ESTIMATE 12.00 25,488.00 20101-0000 ACRE CLEARING AND GRUBBING Island Roads Corporation 0.05 14,000.00 700.00 Betteroads Asphalt Corporation 161,200.00 8,060.00 Tip Top Construction 75,000.00 3,750.00 Constructora International USVI LLC 300,000.00 15,000.00 ENGINEER'S ESTIMATE 11,200.00 560.00 20315-0000 LNFT SAWCUTTING PAVEMENT Island Roads Corporation 2,178 7.00 15,246.00 Betteroads Asphalt Corporation 11.50 25,047.00 Tip Top Construction 15.00 32,670.00 Constructora International USVI LLC 10.00 21,780.00 ENGINEER'S ESTIMATE 5.00 10,890.00 20401-0000 CUYD ROADWAY EXCAVATION Island Roads Corporation 1,325 90.00 119,250.00 Betteroads Asphalt Corporation 79.50 105,337.50 Tip Top Construction 75.00 99,375.00 Constructora International USVI LLC 100.00 132,500.00 ENGINEER'S ESTIMATE 100.00 132,500.00 20701-1500 SQYD EARTHWORK GEOTEXTILE, TYPE IV-D Island Roads Corporation 708 17.50 12,390.00 Betteroads Asphalt Corporation 10.50 7,434.00 Tip Top Construction 20.00 14,160.00 Constructora International USVI LLC 10.00 7,080.00 ENGINEER'S ESTIMATE 10.00 7,080.00 20703-0000 SQYD GEOGRID Island Roads Corporation 4,012 10.00 40,120.00 Betteroads Asphalt Corporation 15.60 62,587.20 Tip Top Construction 22.50 90,270.00 Constructora International USVI LLC 20.00 80,240.00 ENGINEER'S ESTIMATE 28.00 112,336.00 37 T A B U L A T I O N O F B I D S Project No.: Project Name: VIIS 10(1),901(1) ADV NORTH SHORE ROAD (240+00 TO 272+00) Date: 07/07/09 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Option 1 (Schedule B) 30101-1000 TON AGGREGATE BASE GRADING C Island Roads Corporation 870 75.00 65,250.00 Betteroads Asphalt Corporation 97.50 84,825.00 Tip Top Construction 125.00 108,750.00 Constructora International USVI LLC 90.00 78,300.00 ENGINEER'S ESTIMATE 350.00 304,500.00 30302-2000 LNFT SHOULDER RECONDITIONING Island Roads Corporation 1,350 21.00 28,350.00 Betteroads Asphalt Corporation 9.10 12,285.00 Tip Top Construction 45.00 60,750.00 Constructora International USVI LLC 15.00 20,250.00 ENGINEER'S ESTIMATE 12.00 16,200.00 40201-0800 TON HOT ASPHALT CONCRETE PAVEMENT, MARSHALL TEST, CLASS B, GRADING C Island Roads Corporation 385 350.00 134,750.00 Betteroads Asphalt Corporation 325.00 125,125.00 Tip Top Construction 350.00 134,750.00 Constructora International USVI LLC 500.00 192,500.00 ENGINEER'S ESTIMATE 405.00 155,925.00 40201-1400 TON HOT ASPHALT CONCRETE PAVEMENT, MARSHALL TEST, CLASS B, GRADING E Island Roads Corporation 545 350.00 190,750.00 Betteroads Asphalt Corporation 325.00 177,125.00 Tip Top Construction 350.00 190,750.00 Constructora International USVI LLC 500.00 272,500.00 ENGINEER'S ESTIMATE 405.00 220,725.00 41202-0000 GAL TACK COAT Island Roads Corporation 960 14.00 13,440.00 Betteroads Asphalt Corporation 13.00 12,480.00 Tip Top Construction 25.00 24,000.00 Constructora International USVI LLC 25.00 24,000.00 ENGINEER'S ESTIMATE 30.00 28,800.00 62901-0100 SQYD ROLLED EROSION CONTROL PRODUCT, TYPE 1.A Island Roads Corporation 150 17.50 2,625.00 Betteroads Asphalt Corporation 13.00 1,950.00 Tip Top Construction 35.00 5,250.00 Constructora International USVI LLC 8.00 1,200.00 ENGINEER'S ESTIMATE 7.00 1,050.00 38 T A B U L A T I O N O F B I D S Project No.: Project Name: VIIS 10(1),901(1) ADV NORTH SHORE ROAD (240+00 TO 272+00) Date: 07/07/09 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Option 1 (Schedule B) 63401-1500 LNFT PAVEMENT MARKINGS, TYPE H, SOLID Island Roads Corporation 3,680 2.80 10,304.00 Betteroads Asphalt Corporation 6.50 23,920.00 Tip Top Construction 17.50 64,400.00 Constructora International USVI LLC 8.00 29,440.00 ENGINEER'S ESTIMATE 3.00 11,040.00 39 T A B U L A T I O N O F B I D S Project No.: Project Name: VIIS 10(1),901(1) ADV NORTH SHORE ROAD (240+00 TO 272+00) Date: 07/07/09 B I D T O T A L C H E C K P A S S Computed Bid Amount Bid Amount Error Bidder's Bidder Bid Schedule B Island Roads Corporation 654,415.00 654,415.00 Betteroads Asphalt Corporation 670,601.70 670,601.70 Tip Top Construction 844,805.00 844,805.00 Constructora International USVI LLC 896,030.00 896,030.00 The apparent low bidder is 36 % below the engineer's estimate. 40 T A B U L A T I O N O F B I D S Project No.: Project Name: VIIS 10(1),901(1) ADV NORTH SHORE ROAD (240+00 TO 272+00) Date: 07/07/09 B I D I T E M C H E C K P A S S Item No. Computed Bidder's Extension Extension Bidder Bid Schedule B No extension errors in this Schedule. 41 T A B U L A T I O N O F B I D S Project No.: Project Name: VIIS 10(1),901(1) ADV NORTH SHORE ROAD (272+00 TO MP 7) Contractor Responsive Bid Amount State: County: Opened at: By: Date: VI ST. JOHN VIRGIN ISLANDS NATIONAL PARK Sterling, VA J. Wright/ J. Albright 07/07/2009 Signed: Peggy Schaad Title: Contract Specialist Date: 07/07/09 Contract Awarded to: Island Roads Corporation Date: 08/6/09 I certify that this Bid Tabulation accurately reflects the bids received and publicly opened for this solicitation. Bid Option 1 (Schedule C) Island Roads Corporation 6501 Red Hook Plaza ST Thomas, VI 00802-1306 951,970.60 Betteroads Asphalt Corporation P. O. Box 21420 San Juan, PR 00928-1420 1,039,756.25 Tip Top Construction 5064 Mount Welcome Christiansted, VI 00820-4672 1,387,814.50 Constructora International USVI LLC Bay 4 Roof Tops Estate Friedenstahl Christiansted, St Cr, VI 00820 1,484,703.00 Engineer's Estimate 1,171,005.00 42 T A B U L A T I O N O F B I D S Project No.: Project Name: VIIS 10(1),901(1) ADV NORTH SHORE ROAD (272+00 TO MP 7) Date: 07/07/09 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Option 1 (Schedule C) 15705-0100 LNFT SOIL EROSION CONTROL, SILT FENCE Island Roads Corporation 341 10.00 3,410.00 Betteroads Asphalt Corporation 11.50 3,921.50 Tip Top Construction 7.50 2,557.50 Constructora International USVI LLC 10.00 3,410.00 ENGINEER'S ESTIMATE 12.00 4,092.00 20101-0000 ACRE CLEARING AND GRUBBING Island Roads Corporation 0.01 14,000.00 140.00 Betteroads Asphalt Corporation 161,200.00 1,612.00 Tip Top Construction 100,000.00 1,000.00 Constructora International USVI LLC 300,000.00 3,000.00 ENGINEER'S ESTIMATE 11,200.00 112.00 20315-0000 LNFT SAWCUTTING PAVEMENT Island Roads Corporation 18 7.00 126.00 Betteroads Asphalt Corporation 130.00 2,340.00 Tip Top Construction 50.00 900.00 Constructora International USVI LLC 10.00 180.00 ENGINEER'S ESTIMATE 5.00 90.00 20401-0000 CUYD ROADWAY EXCAVATION Island Roads Corporation 101 90.00 9,090.00 Betteroads Asphalt Corporation 79.50 8,029.50 Tip Top Construction 95.00 9,595.00 Constructora International USVI LLC 100.00 10,100.00 ENGINEER'S ESTIMATE 100.00 10,100.00 30101-1000 TON AGGREGATE BASE GRADING C Island Roads Corporation 127 75.00 9,525.00 Betteroads Asphalt Corporation 91.00 11,557.00 Tip Top Construction 155.00 19,685.00 Constructora International USVI LLC 90.00 11,430.00 ENGINEER'S ESTIMATE 350.00 44,450.00 40201-0800 TON HOT ASPHALT CONCRETE PAVEMENT, MARSHALL TEST, CLASS B, GRADING C Island Roads Corporation 48 350.00 16,800.00 Betteroads Asphalt Corporation 455.00 21,840.00 Tip Top Construction 400.00 19,200.00 Constructora International USVI LLC 500.00 24,000.00 ENGINEER'S ESTIMATE 405.00 19,440.00 43 T A B U L A T I O N O F B I D S Project No.: Project Name: VIIS 10(1),901(1) ADV NORTH SHORE ROAD (272+00 TO MP 7) Date: 07/07/09 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Option 1 (Schedule C) 40201-1400 TON HOT ASPHALT CONCRETE PAVEMENT, MARSHALL TEST, CLASS B, GRADING E Island Roads Corporation 2,205 350.00 771,750.00 Betteroads Asphalt Corporation 325.00 716,625.00 Tip Top Construction 350.00 771,750.00 Constructora International USVI LLC 500.00 1,102,500.00 ENGINEER'S ESTIMATE 405.00 893,025.00 40910-0400 SQYD SURFACE TREATMENT, DESIGNATION 1D Island Roads Corporation 300 50.00 15,000.00 Betteroads Asphalt Corporation 455.00 136,500.00 Tip Top Construction 75.00 22,500.00 Constructora International USVI LLC 100.00 30,000.00 ENGINEER'S ESTIMATE 85.00 25,500.00 41202-0000 GAL TACK COAT Island Roads Corporation 1,840 14.00 25,760.00 Betteroads Asphalt Corporation 13.00 23,920.00 Tip Top Construction 25.00 46,000.00 Constructora International USVI LLC 25.00 46,000.00 ENGINEER'S ESTIMATE 30.00 55,200.00 61502-1000 SQYD DRIVE PAD, CONCRETE (FOR APRONS AND LOW WATER CROSSING) Island Roads Corporation 17 150.00 2,550.00 Betteroads Asphalt Corporation 177.00 3,009.00 Tip Top Construction 1,500.00 25,500.00 Constructora International USVI LLC 225.00 3,825.00 ENGINEER'S ESTIMATE 65.00 1,105.00 63401-1500 LNFT PAVEMENT MARKINGS, TYPE H, SOLID Island Roads Corporation 29,517 2.80 82,647.60 Betteroads Asphalt Corporation 3.25 95,930.25 Tip Top Construction 15.00 442,755.00 Constructora International USVI LLC 8.00 236,136.00 ENGINEER'S ESTIMATE 3.00 88,551.00 63502-1300 EACH TEMPORARY TRAFFIC CONTROL, DRUM Island Roads Corporation 70 140.00 9,800.00 Betteroads Asphalt Corporation 130.00 9,100.00 Tip Top Construction 300.00 21,000.00 Constructora International USVI LLC 125.00 8,750.00 ENGINEER'S ESTIMATE 350.00 24,500.00 44 T A B U L A T I O N O F B I D S Project No.: Project Name: VIIS 10(1),901(1) ADV NORTH SHORE ROAD (272+00 TO MP 7) Date: 07/07/09 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Option 1 (Schedule C) 63506-0500 HOUR TEMPORARY TRAFFIC CONTROL, FLAGGER Island Roads Corporation 400 13.43 5,372.00 Betteroads Asphalt Corporation 13.43 5,372.00 Tip Top Construction 13.43 5,372.00 Constructora International USVI LLC 13.43 5,372.00 ENGINEER'S ESTIMATE 12.10 4,840.00 45 T A B U L A T I O N O F B I D S Project No.: Project Name: VIIS 10(1),901(1) ADV NORTH SHORE ROAD (272+00 TO MP 7) Date: 07/07/09 B I D T O T A L C H E C K P A S S Computed Bid Amount Bid Amount Error Bidder's Bidder Bid Option 1 (Schedule C) Island Roads Corporation 951,970.60 951,970.60 Betteroads Asphalt Corporation 1,039,756.25 1,039,756.25 Tip Top Construction 1,387,814.50 1,387,814.50 Constructora International USVI LLC 1,484,703.00 1,484,703.00 The apparent low bidder is 19 % below the engineer's estimate. 46 T A B U L A T I O N O F B I D S Project No.: Project Name: VIIS 10(1),901(1) ADV NORTH SHORE ROAD (272+00 TO MP 7) Date: 07/07/09 B I D I T E M C H E C K P A S S Item No. Computed Bidder's Extension Extension Bidder Bid Option 1 (Schedule C) No extension errors in this Schedule. 47 T A B U L A T I O N O F B I D S Project No.: Project Name: VIIS 10(1),901(1) ADV NORTH SHORE ROAD (NPS HQ ONLY) Contractor Responsive Bid Amount State: County: Opened at: By: Date: VI ST. JOHN VIRGIN ISLANDS NATIONAL PARK Sterling, VA J. Wright/ J. Albright 07/07/2009 Signed: Peggy Schaad Title: Contract Specialist Date: 07/07/09 Contract Awarded to: Island Roads Corporation Date: 08/6/09 I certify that this Bid Tabulation accurately reflects the bids received and publicly opened for this solicitation. Bid Option 1 (Schedule D) Island Roads Corporation 6501 Red Hook Plaza ST Thomas, VI 00802-1306 109,826.80 Betteroads Asphalt Corporation P. O. Box 21420 San Juan, PR 00928-1420 160,563.50 Tip Top Construction 5064 Mount Welcome Christiansted, VI 00820-4672 238,517.50 Constructora International USVI LLC Bay 4 Roof Tops Estate Friedenstahl Christi St Croix, VI 00820 273,353.00 Engineer's Estimate 186,503.00 48 T A B U L A T I O N O F B I D S Project No.: Project Name: VIIS 10(1),901(1) ADV NORTH SHORE ROAD (NPS HQ ONLY) Date: 07/07/09 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Option 1 (Schedule D) 15705-0100 LNFT SOIL EROSION CONTROL, SILT FENCE Island Roads Corporation 485 10.00 4,850.00 Betteroads Asphalt Corporation 11.50 5,577.50 Tip Top Construction 7.50 3,637.50 Constructora International USVI LLC 10.00 4,850.00 ENGINEER'S ESTIMATE 12.00 5,820.00 15706-1400 EACH SOIL EROSION CONTROL, INLET PROTECTION TYPE D Island Roads Corporation 1 10.00 10.00 Betteroads Asphalt Corporation 3,120.00 3,120.00 Tip Top Construction 1,200.00 1,200.00 Constructora International USVI LLC 5,000.00 5,000.00 ENGINEER'S ESTIMATE 1,500.00 1,500.00 20101-0000 ACRE CLEARING AND GRUBBING Island Roads Corporation 0.13 14,000.00 1,820.00 Betteroads Asphalt Corporation 161,200.00 20,956.00 Tip Top Construction 25,000.00 3,250.00 Constructora International USVI LLC 300,000.00 39,000.00 ENGINEER'S ESTIMATE 11,500.00 1,495.00 20301-3400 EACH REMOVAL OF WHEELSTOP Island Roads Corporation 20 65.00 1,300.00 Betteroads Asphalt Corporation 130.00 2,600.00 Tip Top Construction 100.00 2,000.00 Constructora International USVI LLC 200.00 4,000.00 ENGINEER'S ESTIMATE 60.00 1,200.00 20315-0000 LNFT SAWCUTTING PAVEMENT Island Roads Corporation 85 7.00 595.00 Betteroads Asphalt Corporation 39.00 3,315.00 Tip Top Construction 50.00 4,250.00 Constructora International USVI LLC 10.00 850.00 ENGINEER'S ESTIMATE 5.00 425.00 20425-1000 LNFT DITCH, EXCAVATION Island Roads Corporation 185 30.00 5,550.00 Betteroads Asphalt Corporation 34.00 6,290.00 Tip Top Construction 85.00 15,725.00 Constructora International USVI LLC 100.00 18,500.00 ENGINEER'S ESTIMATE 50.00 9,250.00 49 T A B U L A T I O N O F B I D S Project No.: Project Name: VIIS 10(1),901(1) ADV NORTH SHORE ROAD (NPS HQ ONLY) Date: 07/07/09 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Option 1 (Schedule D) 30302-1000 LNFT DITCH RECONDITIONING Island Roads Corporation 300 21.00 6,300.00 Betteroads Asphalt Corporation 34.00 10,200.00 Tip Top Construction 60.00 18,000.00 Constructora International USVI LLC 90.00 27,000.00 ENGINEER'S ESTIMATE 30.00 9,000.00 40201-1400 TON HOT ASPHALT CONCRETE PAVEMENT, MARSHALL TEST, CLASS B, GRADING E Island Roads Corporation 102 350.00 35,700.00 Betteroads Asphalt Corporation 325.00 33,150.00 Tip Top Construction 400.00 40,800.00 Constructora International USVI LLC 500.00 51,000.00 ENGINEER'S ESTIMATE 380.00 38,760.00 41202-0000 GAL TACK COAT Island Roads Corporation 734 14.00 10,276.00 Betteroads Asphalt Corporation 13.00 9,542.00 Tip Top Construction 25.00 18,350.00 Constructora International USVI LLC 25.00 18,350.00 ENGINEER'S ESTIMATE 35.00 25,690.00 41301-0700 SQYD ASPHALT PAVEMENT MILLING, 2 1/2-INCH DEPTH (NPS VISITORS CENTER) Island Roads Corporation 735 25.00 18,375.00 Betteroads Asphalt Corporation 52.00 38,220.00 Tip Top Construction 55.00 40,425.00 Constructora International USVI LLC 40.00 29,400.00 ENGINEER'S ESTIMATE 80.00 58,800.00 60405-0000 EACH MANHOLE ADJUSTMENT Island Roads Corporation 2 700.00 1,400.00 Betteroads Asphalt Corporation 1,300.00 2,600.00 Tip Top Construction 1,500.00 3,000.00 Constructora International USVI LLC 3,000.00 6,000.00 ENGINEER'S ESTIMATE 3,450.00 6,900.00 60920-0000 EACH RESET WHEELSTOP Island Roads Corporation 20 100.00 2,000.00 Betteroads Asphalt Corporation 65.00 1,300.00 Tip Top Construction 100.00 2,000.00 Constructora International USVI LLC 300.00 6,000.00 ENGINEER'S ESTIMATE 500.00 10,000.00 50 T A B U L A T I O N O F B I D S Project No.: Project Name: VIIS 10(1),901(1) ADV NORTH SHORE ROAD (NPS HQ ONLY) Date: 07/07/09 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Option 1 (Schedule D) 61108-1000 EACH ADJUST WATER VALVE Island Roads Corporation 3 250.00 750.00 Betteroads Asphalt Corporation 650.00 1,950.00 Tip Top Construction 1,200.00 3,600.00 Constructora International USVI LLC 3,000.00 9,000.00 ENGINEER'S ESTIMATE 2,000.00 6,000.00 61502-1000 SQYD DRIVE PAD, CONCRETE (FOR APRONS AND LOW WATER CROSSING) Island Roads Corporation 35 150.00 5,250.00 Betteroads Asphalt Corporation 177.00 6,195.00 Tip Top Construction 1,500.00 52,500.00 Constructora International USVI LLC 225.00 7,875.00 ENGINEER'S ESTIMATE 65.00 2,275.00 61920-1000 EACH REMOVE AND RESET BOLLARD POST Island Roads Corporation 20 300.00 6,000.00 Betteroads Asphalt Corporation 65.00 1,300.00 Tip Top Construction 250.00 5,000.00 Constructora International USVI LLC 1,000.00 20,000.00 ENGINEER'S ESTIMATE 100.00 2,000.00 62901-0100 SQYD ROLLED EROSION CONTROL PRODUCT, TYPE 1.A Island Roads Corporation 280 17.50 4,900.00 Betteroads Asphalt Corporation 13.00 3,640.00 Tip Top Construction 25.00 7,000.00 Constructora International USVI LLC 8.00 2,240.00 ENGINEER'S ESTIMATE 7.00 1,960.00 63316-1000 EACH REMOVE AND RESET SIGN (NPS VISITORS CENTER) Island Roads Corporation 1 500.00 500.00 Betteroads Asphalt Corporation 650.00 650.00 Tip Top Construction 1,000.00 1,000.00 Constructora International USVI LLC 15,000.00 15,000.00 ENGINEER'S ESTIMATE 820.00 820.00 63401-1500 LNFT PAVEMENT MARKINGS, TYPE H, SOLID Island Roads Corporation 536 2.80 1,500.80 Betteroads Asphalt Corporation 13.00 6,968.00 Tip Top Construction 17.50 9,380.00 Constructora International USVI LLC 8.00 4,288.00 ENGINEER'S ESTIMATE 3.00 1,608.00 51 T A B U L A T I O N O F B I D S Project No.: Project Name: VIIS 10(1),901(1) ADV NORTH SHORE ROAD (NPS HQ ONLY) Date: 07/07/09 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Option 1 (Schedule D) 63405-3250 EACH PAVEMENT MARKINGS, TYPE H, ACCESSIBILITY SYMBOL Island Roads Corporation 1 750.00 750.00 Betteroads Asphalt Corporation 1,040.00 1,040.00 Tip Top Construction 2,000.00 2,000.00 Constructora International USVI LLC 1,500.00 1,500.00 ENGINEER'S ESTIMATE 270.00 270.00 63502-0600 EACH TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 Island Roads Corporation 2 500.00 1,000.00 Betteroads Asphalt Corporation 780.00 1,560.00 Tip Top Construction 1,200.00 2,400.00 Constructora International USVI LLC 1,000.00 2,000.00 ENGINEER'S ESTIMATE 815.00 1,630.00 63504-1000 SQFT TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN Island Roads Corporation 10 100.00 1,000.00 Betteroads Asphalt Corporation 39.00 390.00 Tip Top Construction 300.00 3,000.00 Constructora International USVI LLC 150.00 1,500.00 ENGINEER'S ESTIMATE 110.00 1,100.00 52 T A B U L A T I O N O F B I D S Project No.: Project Name: VIIS 10(1),901(1) ADV NORTH SHORE ROAD (NPS HQ ONLY) Date: 07/07/09 B I D T O T A L C H E C K P A S S Computed Bid Amount Bid Amount Error Bidder's Bidder Bid Option 1 (Schedule D) Island Roads Corporation 109,826.80 109,826.80 Betteroads Asphalt Corporation 160,563.50 160,563.50 Tip Top Construction 238,517.50 238,517.50 Constructora International USVI LLC 273,353.00 273,353.00 The apparent low bidder is 41 % below the engineer's estimate. 53 T A B U L A T I O N O F B I D S Project No.: Project Name: VIIS 10(1),901(1) ADV NORTH SHORE ROAD (NPS HQ ONLY) Date: 07/07/09 B I D I T E M C H E C K P A S S Item No. Computed Bidder's Extension Extension Bidder Bid Option 1 (Schedule D) No extension errors in this Schedule. 54 T A B U L A T I O N O F B I D S Project No.: Project Name: VIIS 10(1),901(1) ADV NORTH SHORE ROAD (KINGS HILL SWITCHBACK ONLY) Contractor Responsive Bid Amount State: County: Opened at: By: Date: VI ST. JOHN VIRGIN ISLANDS NATIONAL PARK Sterling, VA J. Wright/ J. Albright 07/07/2009 Signed: Peggy Schaad Title: Contract Specialist Date: 07/07/09 Contract Awarded to: Island Roads Corporation Date: 08/6/09 I certify that this Bid Tabulation accurately reflects the bids received and publicly opened for this solicitation. Bid Option 1 (Schedule E) Island Roads Corporation 6501 Red Hook Plaza ST Thomas, VI 00802-1306 237,964.00 Tip Top Construction 5064 Mount Welcome Christiansted, VI 00820-4672 335,197.00 Constructora International USVI LLC Bay 4 Roof Tops Estate Friedenstahl Christi St Croix, VI 00820 402,532.00 Betteroads Asphalt Corporation P. O. Box 21420 San Juan, PR 00928-1420 465,913.00 Engineer's Estimate 385,685.00 55 T A B U L A T I O N O F B I D S Project No.: Project Name: VIIS 10(1),901(1) ADV NORTH SHORE ROAD (KINGS HILL SWITCHBACK ONLY) Date: 07/07/09 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Option 1 (Schedule E) 15706-1300 EACH SOIL EROSION CONTROL, INLET PROTECTION TYPE C Island Roads Corporation 1 1,000.00 1,000.00 Tip Top Construction 1,200.00 1,200.00 Constructora International USVI LLC 5,000.00 5,000.00 Betteroads Asphalt Corporation 3,120.00 3,120.00 ENGINEER'S ESTIMATE 1,500.00 1,500.00 15706-2100 EACH SOIL EROSION CONTROL, FILTER BERM Island Roads Corporation 47 200.00 9,400.00 Tip Top Construction 500.00 23,500.00 Constructora International USVI LLC 100.00 4,700.00 Betteroads Asphalt Corporation 520.00 24,440.00 ENGINEER'S ESTIMATE 450.00 21,150.00 20101-0000 ACRE CLEARING AND GRUBBING Island Roads Corporation 0.06 14,000.00 840.00 Tip Top Construction 50,000.00 3,000.00 Constructora International USVI LLC 300,000.00 18,000.00 Betteroads Asphalt Corporation 161,200.00 9,672.00 ENGINEER'S ESTIMATE 11,500.00 690.00 20301-1000 EACH REMOVAL OF FRAME AND GRATE Island Roads Corporation 1 350.00 350.00 Tip Top Construction 2,000.00 2,000.00 Constructora International USVI LLC 5,000.00 5,000.00 Betteroads Asphalt Corporation 2,600.00 2,600.00 ENGINEER'S ESTIMATE 350.00 350.00 20301-1200 EACH REMOVAL OF HEADWALL Island Roads Corporation 2 1,000.00 2,000.00 Tip Top Construction 3,500.00 7,000.00 Constructora International USVI LLC 5,000.00 10,000.00 Betteroads Asphalt Corporation 3,250.00 6,500.00 ENGINEER'S ESTIMATE 1,725.00 3,450.00 20301-1300 EACH REMOVAL OF INLET GRATE Island Roads Corporation 1 300.00 300.00 Tip Top Construction 1,500.00 1,500.00 Constructora International USVI LLC 5,000.00 5,000.00 Betteroads Asphalt Corporation 3,900.00 3,900.00 ENGINEER'S ESTIMATE 500.00 500.00 56 T A B U L A T I O N O F B I D S Project No.: Project Name: VIIS 10(1),901(1) ADV NORTH SHORE ROAD (KINGS HILL SWITCHBACK ONLY) Date: 07/07/09 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Option 1 (Schedule E) 20302-1600 LNFT REMOVAL OF PAVED WATERWAY (RUBBLE) Island Roads Corporation 275 30.00 8,250.00 Tip Top Construction 55.00 15,125.00 Constructora International USVI LLC 25.00 6,875.00 Betteroads Asphalt Corporation 47.00 12,925.00 ENGINEER'S ESTIMATE 95.00 26,125.00 20302-2100 LNFT REMOVAL OF PIPE CULVERT Island Roads Corporation 30 30.00 900.00 Tip Top Construction 25.00 750.00 Constructora International USVI LLC 100.00 3,000.00 Betteroads Asphalt Corporation 97.50 2,925.00 ENGINEER'S ESTIMATE 120.00 3,600.00 20302-2100 LNFT REMOVAL OF PIPE CULVERT (TRENCH DRAIN AND GRATE) Island Roads Corporation 40 50.00 2,000.00 Tip Top Construction 55.00 2,200.00 Constructora International USVI LLC 300.00 12,000.00 Betteroads Asphalt Corporation 162.50 6,500.00 ENGINEER'S ESTIMATE 90.00 3,600.00 20315-0000 LNFT SAWCUTTING PAVEMENT Island Roads Corporation 36 7.00 252.00 Tip Top Construction 50.00 1,800.00 Constructora International USVI LLC 10.00 360.00 Betteroads Asphalt Corporation 39.00 1,404.00 ENGINEER'S ESTIMATE 5.00 180.00 20401-0000 CUYD ROADWAY EXCAVATION Island Roads Corporation 350 90.00 31,500.00 Tip Top Construction 85.00 29,750.00 Constructora International USVI LLC 100.00 35,000.00 Betteroads Asphalt Corporation 84.50 29,575.00 ENGINEER'S ESTIMATE 120.00 42,000.00 25101-3000 CUYD PLACED RIPRAP, CLASS 3 Island Roads Corporation 15 200.00 3,000.00 Tip Top Construction 250.00 3,750.00 Constructora International USVI LLC 500.00 7,500.00 Betteroads Asphalt Corporation 390.00 5,850.00 ENGINEER'S ESTIMATE 290.00 4,350.00 57 T A B U L A T I O N O F B I D S Project No.: Project Name: VIIS 10(1),901(1) ADV NORTH SHORE ROAD (KINGS HILL SWITCHBACK ONLY) Date: 07/07/09 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Option 1 (Schedule E) 30101-1000 TON AGGREGATE BASE GRADING C Island Roads Corporation 440 75.00 33,000.00 Tip Top Construction 125.00 55,000.00 Constructora International USVI LLC 90.00 39,600.00 Betteroads Asphalt Corporation 91.00 40,040.00 ENGINEER'S ESTIMATE 210.00 92,400.00 40201-0800 TON HOT ASPHALT CONCRETE PAVEMENT, MARSHALL TEST, CLASS B, GRADING C Island Roads Corporation 170 350.00 59,500.00 Tip Top Construction 350.00 59,500.00 Constructora International USVI LLC 500.00 85,000.00 Betteroads Asphalt Corporation 390.00 66,300.00 ENGINEER'S ESTIMATE 380.00 64,600.00 40201-1400 TON HOT ASPHALT CONCRETE PAVEMENT, MARSHALL TEST, CLASS B, GRADING E Island Roads Corporation 84 350.00 29,400.00 Tip Top Construction 350.00 29,400.00 Constructora International USVI LLC 500.00 42,000.00 Betteroads Asphalt Corporation 390.00 32,760.00 ENGINEER'S ESTIMATE 380.00 31,920.00 40910-0400 SQYD SURFACE TREATMENT, DESIGNATION 1D Island Roads Corporation 300 50.00 15,000.00 Tip Top Construction 55.00 16,500.00 Constructora International USVI LLC 100.00 30,000.00 Betteroads Asphalt Corporation 520.00 156,000.00 ENGINEER'S ESTIMATE 0.00 0.00 60103-0160 EACH CONCRETE, HEADWALL FOR 30-INCH PIPE CULVERT Island Roads Corporation 1 3,000.00 3,000.00 Tip Top Construction 3,500.00 3,500.00 Constructora International USVI LLC 15,000.00 15,000.00 Betteroads Asphalt Corporation 6,760.00 6,760.00 ENGINEER'S ESTIMATE 4,600.00 4,600.00 60201-0900 LNFT 30-INCH PIPE CULVERT Island Roads Corporation 30 300.00 9,000.00 Tip Top Construction 300.00 9,000.00 Constructora International USVI LLC 400.00 12,000.00 Betteroads Asphalt Corporation 390.00 11,700.00 ENGINEER'S ESTIMATE 875.00 26,250.00 58 T A B U L A T I O N O F B I D S Project No.: Project Name: VIIS 10(1),901(1) ADV NORTH SHORE ROAD (KINGS HILL SWITCHBACK ONLY) Date: 07/07/09 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Option 1 (Schedule E) 60409-0700 EACH INLET TOP, METAL FRAME AND GRATE TYPE 6A Island Roads Corporation 1 1,000.00 1,000.00 Tip Top Construction 7,500.00 7,500.00 Constructora International USVI LLC 3,500.00 3,500.00 Betteroads Asphalt Corporation 2,600.00 2,600.00 ENGINEER'S ESTIMATE 1,010.00 1,010.00 60409-1000 EACH INLET TOP, CONCRETE Island Roads Corporation 1 1,000.00 1,000.00 Tip Top Construction 5,500.00 5,500.00 Constructora International USVI LLC 5,000.00 5,000.00 Betteroads Asphalt Corporation 3,250.00 3,250.00 ENGINEER'S ESTIMATE 900.00 900.00 60801-0400 SQYD PAVED WATERWAY, TYPE 4 Island Roads Corporation 110 125.00 13,750.00 Tip Top Construction 250.00 27,500.00 Constructora International USVI LLC 200.00 22,000.00 Betteroads Asphalt Corporation 130.00 14,300.00 ENGINEER'S ESTIMATE 175.00 19,250.00 62901-0500 SQYD ROLLED EROSION CONTROL PRODUCT, TYPE 2.A Island Roads Corporation 60 17.50 1,050.00 Tip Top Construction 35.00 2,100.00 Constructora International USVI LLC 100.00 6,000.00 Betteroads Asphalt Corporation 19.50 1,170.00 ENGINEER'S ESTIMATE 7.00 420.00 63401-1500 LNFT PAVEMENT MARKINGS, TYPE H, SOLID Island Roads Corporation 500 2.80 1,400.00 Tip Top Construction 17.50 8,750.00 Constructora International USVI LLC 8.00 4,000.00 Betteroads Asphalt Corporation 13.00 6,500.00 ENGINEER'S ESTIMATE 3.00 1,500.00 63502-1300 EACH TEMPORARY TRAFFIC CONTROL, DRUM Island Roads Corporation 5 140.00 700.00 Tip Top Construction 300.00 1,500.00 Constructora International USVI LLC 125.00 625.00 Betteroads Asphalt Corporation 130.00 650.00 ENGINEER'S ESTIMATE 350.00 1,750.00 59 T A B U L A T I O N O F B I D S Project No.: Project Name: VIIS 10(1),901(1) ADV NORTH SHORE ROAD (KINGS HILL SWITCHBACK ONLY) Date: 07/07/09 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Option 1 (Schedule E) 63503-0400 LNFT TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER Island Roads Corporation 100 50.00 5,000.00 Tip Top Construction 125.00 12,500.00 Constructora International USVI LLC 200.00 20,000.00 Betteroads Asphalt Corporation 91.00 9,100.00 ENGINEER'S ESTIMATE 287.50 28,750.00 63506-0500 HOUR TEMPORARY TRAFFIC CONTROL, FLAGGER Island Roads Corporation 400 13.43 5,372.00 Tip Top Construction 13.43 5,372.00 Constructora International USVI LLC 13.43 5,372.00 Betteroads Asphalt Corporation 13.43 5,372.00 ENGINEER'S ESTIMATE 12.10 4,840.00 60 T A B U L A T I O N O F B I D S Project No.: Project Name: VIIS 10(1),901(1) ADV NORTH SHORE ROAD (KINGS HILL SWITCHBACK ONLY) Date: 07/07/09 B I D T O T A L C H E C K P A S S Computed Bid Amount Bid Amount Error Bidder's Bidder Bid Option 1 (Schedule E) Island Roads Corporation 237,964.00 237,964.00 Tip Top Construction 335,197.00 335,197.00 Constructora International USVI LLC 402,532.00 402,532.00 Betteroads Asphalt Corporation 465,913.00 465,913.00 The apparent low bidder is 38 % below the engineer's estimate. 61 T A B U L A T I O N O F B I D S Project No.: Project Name: VIIS 10(1),901(1) ADV NORTH SHORE ROAD (KINGS HILL SWITCHBACK ONLY) Date: 07/07/09 B I D I T E M C H E C K P A S S Item No. Computed Bidder's Extension Extension Bidder Bid Option 1 (Schedule E) No extension errors in this Schedule. 62 T A B U L A T I O N O F B I D S Project No.: Project Name: VIIS 10(1),901(1) ADV NORTH SHORE ROAD (MISCELLANEOUS WORK) Contractor Responsive Bid Amount State: County: Opened at: By: Date: VI ST. JOHN VIRGIN ISLANDS NATIONAL PARK Sterling, VA J. Wright/ J. Albright 07/07/2009 Signed: Peggy Schaad Title: Contract Specialist Date: 07/07/09 Contract Awarded to: Island Roads Corporation Date: 08/6/09 I certify that this Bid Tabulation accurately reflects the bids received and publicly opened for this solicitation. Bid Option 1 (Schedule F) Betteroads Asphalt Corporation P. O. Box 21420 San Juan, PR 00928-1420 93,900.00 Island Roads Corporation 6501 Red Hook Plaza ST Thomas, VI 00802-1306 97,630.00 Constructora International USVI LLC Bay 4 Roof Tops Estate Friedenstahl Christi St Croix, VI 00820 182,430.00 Tip Top Construction 5064 Mount Welcome Christiansted, VI 00820-4672 284,030.00 Engineer's Estimate 197,260.00 63 T A B U L A T I O N O F B I D S Project No.: Project Name: VIIS 10(1),901(1) ADV NORTH SHORE ROAD (MISCELLANEOUS WORK) Date: 07/07/09 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Option 1 (Schedule F) 61701-4000 LNFT GUARDRAIL SYSTEM SBTB Betteroads Asphalt Corporation 370 91.00 33,670.00 Island Roads Corporation 100.00 37,000.00 Constructora International USVI LLC 200.00 74,000.00 Tip Top Construction 400.00 148,000.00 ENGINEER'S ESTIMATE 200.00 74,000.00 63304-0900 SQFT SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING Betteroads Asphalt Corporation 500 65.00 32,500.00 Island Roads Corporation 60.00 30,000.00 Constructora International USVI LLC 100.00 50,000.00 Tip Top Construction 225.00 112,500.00 ENGINEER'S ESTIMATE 200.00 100,000.00 63312-0000 EACH SPEED HUMP Betteroads Asphalt Corporation 6 650.00 3,900.00 Island Roads Corporation 1,000.00 6,000.00 Constructora International USVI LLC 3,500.00 21,000.00 Tip Top Construction 750.00 4,500.00 ENGINEER'S ESTIMATE 900.00 5,400.00 63405-2950 EACH PAVEMENT MARKINGS, TYPE H, STRAIGHT ARROW Betteroads Asphalt Corporation 16 650.00 10,400.00 Island Roads Corporation 700.00 11,200.00 Constructora International USVI LLC 1,500.00 24,000.00 Tip Top Construction 350.00 5,600.00 ENGINEER'S ESTIMATE 360.00 5,760.00 63506-0500 HOUR TEMPORARY TRAFFIC CONTROL, FLAGGER Betteroads Asphalt Corporation 1,000 13.43 13,430.00 Island Roads Corporation 13.43 13,430.00 Constructora International USVI LLC 13.43 13,430.00 Tip Top Construction 13.43 13,430.00 ENGINEER'S ESTIMATE 12.10 12,100.00 64 T A B U L A T I O N O F B I D S Project No.: Project Name: VIIS 10(1),901(1) ADV NORTH SHORE ROAD (MISCELLANEOUS WORK) Date: 07/07/09 B I D T O T A L C H E C K P A S S Computed Bid Amount Bid Amount Error Bidder's Bidder Bid Option 1 (Schedule F) Betteroads Asphalt Corporation 93,900.00 93,900.00 Island Roads Corporation 97,630.00 97,630.00 Constructora International USVI LLC 182,430.00 182,430.00 Tip Top Construction 284,030.00 284,030.00 The apparent low bidder is 52 % below the engineer's estimate. 65 T A B U L A T I O N O F B I D S Project No.: Project Name: VIIS 10(1),901(1) ADV NORTH SHORE ROAD (MISCELLANEOUS WORK) Date: 07/07/09 B I D I T E M C H E C K P A S S Item No. Computed Bidder's Extension Extension Bidder Bid Option 1 (Schedule F) No extension errors in this Schedule. 66 67 68 69 70 71 72 73 U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION EASTERN FEDERAL LANDS HIGHWAY ADMINISTRATION itemno descr awd_qty QCM tot_qty unit unitcost con_amt cur_qty prv_qty td_qty td_amt prb_qty prb_amt QOR C O N T R A C T E D E S T I M A T E D P R O B A B L E S OVERRUN ITEM NO. 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QUANTITY CM AMENDED UNIT UNIT PRICE AMOUNT CURRENT PREVIOUS TO DATE AMOUNT QUANTITY AMOUNT QUANTITY Schedule A 15101-0000 MOBILIZATION 100.000 100.000 LPSM $300,000.00 $300,000.00 0.000 100.000 100.000 $300,000.00 100.000 $300,000.00 0 15201-0000 CONSTRUCTION SURVEY AND STAKING 100.000 100.000 LPSM $25,000.00 $25,000.00 0.000 100.000 100.000 $25,000.00 100.000 $25,000.00 0 15401-0000 CONTRACTOR TESTING 100.000 100.000 LPSM $30,000.00 $30,000.00 0.000 100.000 100.000 $30,000.00 100.000 $30,000.00 0 15705-0100 SOIL EROSION CONTROL, SILT FENCE; quantity per CM #0003, 08/16/10 7026.000 -6466.000 560.000 LNFT $10.00 $5,600.00 0.000 560.000 560.000 $5,600.00 560.000 $5,600.00 0 15706-1100 SOIL EROSION CONTROL, INLET PROTECTION TYPE A; quantity per CM #008, 01/24/12 2.000 -2.000 0.000 EACH $1,000.00 $0.00 0.000 0.000 0.000 $0.00 0.000 $0.00 0 20101-0000 CLEARING AND GRUBBING 0.170 0.170 ACRE $14,000.00 $2,380.00 0.000 0.170 0.170 $2,380.00 0.170 $2,380.00 0 20301-1000 REMOVAL OF FRAME AND GRATE; quantity per CM #008, 01/24/12 1.000 -1.000 0.000 EACH $350.00 $0.00 0.000 0.000 0.000 $0.00 0.000 $0.00 0 20301-1400 REMOVAL OF INLET; quantity per CM #008, 01/24/12 1.000 -1.000 0.000 EACH $700.00 $0.00 0.000 0.000 0.000 $0.00 0.000 $0.00 0 20315-0000 SAWCUTTING PAVEMENT; quantity per CM #008, 01/24/12 3809.000 2830.000 6639.000 LNFT $7.00 $46,473.00 0.000 6639.000 6639.000 $46,473.00 6639.000 $46,473.00 0 20401-0000 ROADWAY EXCAVATION; quantity decrease 1615.69 per CM #0003, 08/16/10; quantity increase 30 per CM #008, 01/24/12 4875.000 -1585.690 3289.310 CUYD $90.00 $296,037.90 0.000 3289.310 3289.310 $296,037.90 3289.310 $296,037.90 0 20701-1500 EARTHWORK GEOTEXTILE, TYPE IV-D; quantity per CM #0003, 08/16/10 1892.000 -1293.000 599.000 SQYD $17.50 $10,482.50 0.000 599.000 599.000 $10,482.50 599.000 $10,482.50 0 20703-0000 GEOGRID; quantity per CM #0003, 08/16/10 10688.000 -3259.030 7428.970 SQYD $10.00 $74,289.70 0.000 7428.970 7428.970 $74,289.70 7428.970 $74,289.70 0 30101-1000 AGGREGATE BASE GRADING C; quantity per CM #0003, 08/16/10 3115.000 33.530 3148.530 TON $75.00 $236,139.75 0.000 3148.530 3148.530 $236,139.75 3148.530 $236,139.75 0 30302-2000 SHOULDER RECONDITIONING C; quantity per CM #008, 01/24/12 4450.000 -1372.500 3077.500 LNFT $21.00 $64,627.50 0.000 3077.500 3077.500 $64,627.50 3077.500 $64,627.50 0 40201-0800 HOT ASPHALT CONCRETE PAVEMENT, MARSHALL TEST, CLASS B, GRADING C; quantity increase 799.5 per CM #0003, 08/16/10; quantity decrease 30.66 per CM #008, 01/24/12 1295.000 748.840 2043.840 TON $350.00 $715,344.00 0.000 2043.840 2043.840 $715,344.00 2043.840 $715,344.00 0 VIIS 10(1), 901(1) - NORTH SHORE ROAD (ARRA) ESTIMATE # 19, final 74 U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION EASTERN FEDERAL LANDS HIGHWAY ADMINISTRATION itemno descr awd_qty QCM tot_qty unit unitcost con_amt cur_qty prv_qty td_qty td_amt prb_qty prb_amt QOR C O N T R A C T E D E S T I M A T E D P R O B A B L E S OVERRUN ITEM NO. 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QUANTITY CM AMENDED UNIT UNIT PRICE AMOUNT CURRENT PREVIOUS TO DATE AMOUNT QUANTITY AMOUNT QUANTITY VIIS 10(1), 901(1) - NORTH SHORE ROAD (ARRA) ESTIMATE # 19, final 40201-1400 HOT ASPHALT CONCRETE PAVEMENT, MARSHALL TEST, CLASS B, GRADING E; quantity per CM 008, 01/24/12 2555.000 684.250 3239.250 TON $350.00 $1,133,737.50 0.000 3239.250 3239.250 $1,133,737.50 3239.250 $1,133,737.50 0 41202-0000 TACK COAT; quantity per CM #008, 01/24/12 410.000 -285.000 125.000 GAL $14.00 $1,750.00 0.000 125.000 125.000 $1,750.00 125.000 $1,750.00 0 41301-0200 ASPHALT PAVEMENT MILLING, 1- INCH DEPTH; quantity per CM #008, 01/24/12 4800.000 -597.830 4202.170 SQYD $20.00 $84,043.40 0.000 4202.170 4202.170 $84,043.40 4202.170 $84,043.40 0 60403-1700 INLET, TYPE 6A; quantity per CM #008, 01/24/12 1.000 -1.000 0.000 EACH $4,200.00 $0.00 0.000 0.000 0.000 $0.00 0.000 $0.00 0 61502-1000 DRIVE PAD, CONCRETE (FOR APRONS AND LOW WATER CROSSING); quantity per CM #008, 01/24/12 50.000 -50.000 0.000 SQYD $140.00 $0.00 0.000 0.000 0.000 $0.00 0.000 $0.00 0 62901-0100 ROLLED EROSION CONTROL PRODUCT, TYPE 1.A; quantity per CM #008, 01/24/12 500.000 -500.000 0.000 SQYD $17.50 $0.00 0.000 0.000 0.000 $0.00 0.000 $0.00 0 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID; quantity increase 80 per CM #0003, 08/16/10; quantity increase 80 per CM #0005, 12/27/10; quantity increase 23313.14 per CM #0007, 05/25/11; quantity increase 1451.04 per CM #008, 01/24/12 16100.000 24844.180 40944.180 LNFT $2.80 $114,643.70 0.000 40944.180 40944.180 $114,643.70 40944.180 $114,643.70 0 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM; quantity per CM #008, 01/24/12 60.000 -39.000 21.000 EACH $140.00 $2,940.00 0.000 21.000 21.000 $2,940.00 21.000 $2,940.00 0 63503-0450 TEMPORARY TRAFFIC CONTROL, WATER-FILLED BARRIER 500.000 500.000 LNFT $100.00 $50,000.00 0.000 500.000 500.000 $50,000.00 500.000 $50,000.00 0 63503-0550 TEMPORARY TRAFFIC CONTROL, MOVING WATER-FILLED BARRIER 500.000 500.000 LNFT $35.00 $17,500.00 0.000 500.000 500.000 $17,500.00 500.000 $17,500.00 0 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN; quantity per CM #008, 01/24/12 170.000 -58.250 111.750 SQFT $52.50 $5,866.88 0.000 111.750 111.750 $5,866.88 111.750 $5,866.88 0 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER; quantity per CM #008, 01/24/12 4000.000 -2848.000 1152.000 HOUR $13.43 $15,471.36 0.000 1152.000 1152.000 $15,471.36 1152.000 $15,471.36 0 63701-0000 FIELD OFFICE; quantity per CM #008, 01/24/12 1.000 -0.400 0.600 EACH $35,000.00 $21,000.00 0.000 0.600 0.600 $21,000.00 0.600 $21,000.00 0 75 U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION EASTERN FEDERAL LANDS HIGHWAY ADMINISTRATION itemno descr awd_qty QCM tot_qty unit unitcost con_amt cur_qty prv_qty td_qty td_amt prb_qty prb_amt QOR C O N T R A C T E D E S T I M A T E D P R O B A B L E S OVERRUN ITEM NO. 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QUANTITY CM AMENDED UNIT UNIT PRICE AMOUNT CURRENT PREVIOUS TO DATE AMOUNT QUANTITY AMOUNT QUANTITY VIIS 10(1), 901(1) - NORTH SHORE ROAD (ARRA) ESTIMATE # 19, final 66602 CM #0004, 09/15/10; CONTRACT MODIFICATION WORK (Additional Work at Jumbie Beach Parking Lot, Mary Creek and Annanberg Roads, and NPS Parking Lot extension); quantity per CM #0005, 12/27/10 0.000 0.000 EACH $369,887.50 $0.00 0.00000 0.000 0.000 $0.00 0.000 $0.00 0 66603-0000 CM #0003, 08/16/10; CONTRACT MODIFICATION WORK (Furnish and Install One Set of Solar Power Traffic Lights for temporary traffic control) 1.000 1.000 EACH $27,627.80 $27,627.80 0.000 1.000 1.000 $27,627.80 1.000 $27,627.80 0 Schedule B (Option 1 ) added by CM#1, 09/03/09 15705-0100 CM #0001, 09/03/09; SOIL EROSION CONTROL, SILT FENCE (2124 LNFT); quantity per CM #008, 01/24/12 0.000 0.000 LNFT $10.00 $0.00 0.000 0.000 0.000 $0.00 0.000 $0.00 0 20101-0000 CM #0001, 09/03/09; CLEARING AND GRUBBING (.05 ACRE) 0.050 0.050 ACRE $14,000.00 $700.00 0.000 0.050 0.050 $700.00 0.050 $700.00 0 20315-0000 CM #0001, 09/03/09; SAWCUTTING PAVEMENT (2178 LNFT); quantity decrease 486 per CM #008, 01/24/12 1692.000 1692.000 LNFT $7.00 $11,844.00 0.000 1692.000 1692.000 $11,844.00 1692.000 $11,844.00 0 20401-0000 CM #0001, 09/03/09; ROADWAY EXCAVATION (1325 CUYD); quantity increase 16 per CM #0005, 12/27/10 (1341 CUYD); quantity decrease 719.66 per CM #008, 01/24/12 621.340 621.340 CUYD $90.00 $55,920.60 0.000 621.340 621.340 $55,920.60 621.340 $55,920.60 0 20701-1500 CM #0001, 09/03/09; EARTHWORK GEOTEXTILE, TYPE IV-D (708 SQYD); quantity per CM #008, 01/24/12 0.000 0.000 SQYD $17.50 $0.00 0.000 0.000 0.000 $0.00 0.000 $0.00 0 20703-0000 CM #0001, 09/03/09; GEOGRID (4012 SQYD); quantity decrease 2704 per CM #008, 01/24/12 1308.000 1308.000 SQYD $10.00 $13,080.00 0.000 1308.000 1308.000 $13,080.00 1308.000 $13,080.00 0 30101-1000 CM #0001, 09/03/09; AGGREGATE BASE GRADING C; quantity increase 20.46 per CM #0005, 12/27/10; quantity decrease 138.46 per CM #008, 01/24/12 752.000 752.000 TON $75.00 $56,400.00 0.000 752.000 752.000 $56,400.00 752.000 $56,400.00 0 76 U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION EASTERN FEDERAL LANDS HIGHWAY ADMINISTRATION itemno descr awd_qty QCM tot_qty unit unitcost con_amt cur_qty prv_qty td_qty td_amt prb_qty prb_amt QOR C O N T R A C T E D E S T I M A T E D P R O B A B L E S OVERRUN ITEM NO. 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QUANTITY CM AMENDED UNIT UNIT PRICE AMOUNT CURRENT PREVIOUS TO DATE AMOUNT QUANTITY AMOUNT QUANTITY VIIS 10(1), 901(1) - NORTH SHORE ROAD (ARRA) ESTIMATE # 19, final 30302-2000 CM #0001, 09/03/09; SHOULDER RECONDITIONING (1350 LNFT); quantity decrease 2 per CM #008, 01/24/12 1348.000 1348.000 LNFT $21.00 $28,308.00 0.000 1348.000 1348.000 $28,308.00 1348.000 $28,308.00 0 40201-0800 CM #0001, 09/03/09; HOT ASPHALT CONCRETE PAVEMENT, MARSHALL TEST, CLASS B, GRADING C (385 TON); quantity increase 16.58 per CM #008, 01/24/12 401.580 401.580 TON $350.00 $140,553.00 0.000 401.580 401.580 $140,553.00 401.580 $140,553.00 0 40201-1400 CM #0001, 09/03/09; HOT ASPHALT CONCRETE PAVEMENT, MARSHALL TEST, CLASS B, GRADING E (545 TON); quantity increase 15 per CM #0005, 12/27/10; quantity increase 73.63 per CM #008, 01/24/12 633.630 633.630 TON $350.00 $221,770.50 0.000 633.630 633.630 $221,770.50 633.630 $221,770.50 0 41202-0000 CM #0001, 09/03/09; TACK COAT (960 GAL) 960.000 960.000 GAL $14.00 $13,440.00 0.000 960.000 960.000 $13,440.00 960.000 $13,440.00 0 62901-0100 CM #0001, 09/03/09; ROLLED EROSION CONTROL PRODUCT, TYPE 1.A (150 SQYD); quantity per CM #008, 01/24/12 0.000 0.000 SQYD $17.50 $0.00 0.000 0.000 0.000 $0.00 0.000 $0.00 0 63401-1500 CM #0001, 09/01/09; PAVEMENT MARKINGS, TYPE H, SOLID (3680 LNFT); quantity increase 80 per CM #0005, 12/27/10 ; quantity decrease 80 per CM #008, 01/24/12 3680.000 3680.000 LNFT $2.80 $10,304.00 0.000 3680.000 3680.000 $10,304.00 3680.000 $10,304.00 0 Schedule C ARRA 15705-0100 SOIL EROSION CONTROL, SILT FENCE; quantity per CM #008, 01/24/12 341.000 -341.000 0.000 LNFT $10.00 $0.00 0.000 0.000 0.000 $0.00 0.000 $0.00 0 20101-0000 CLEARING AND GRUBBING 0.010 0.010 ACRE $14,000.00 $140.00 0.000 0.010 0.010 $140.00 0.010 $140.00 0 20315-0000 SAWCUTTING PAVEMENT; quantity per CM #008, 01/24/12 18.000 266.000 284.000 LNFT $7.00 $1,988.00 0.000 284.000 284.000 $1,988.00 284.000 $1,988.00 0 20401-0000 ROADWAY EXCAVATION; quantity per CM #008, 01/24/12 101.000 -48.740 52.260 CUYD $90.00 $4,703.40 0.000 52.260 52.260 $4,703.40 52.260 $4,703.40 0 30101-1000 AGGREGATE BASE GRADING C; quantity per CM #008, 01/24/12 127.000 -51.270 75.730 TON $75.00 $5,679.75 0.000 75.730 75.730 $5,679.75 75.730 $5,679.75 0 77 U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION EASTERN FEDERAL LANDS HIGHWAY ADMINISTRATION itemno descr awd_qty QCM tot_qty unit unitcost con_amt cur_qty prv_qty td_qty td_amt prb_qty prb_amt QOR C O N T R A C T E D E S T I M A T E D P R O B A B L E S OVERRUN ITEM NO. 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QUANTITY CM AMENDED UNIT UNIT PRICE AMOUNT CURRENT PREVIOUS TO DATE AMOUNT QUANTITY AMOUNT QUANTITY VIIS 10(1), 901(1) - NORTH SHORE ROAD (ARRA) ESTIMATE # 19, final 40201-0800 HOT ASPHALT CONCRETE PAVEMENT, MARSHALL TEST, CLASS B, GRADING C; quantity per CM #008, 01/24/12 48.000 37.110 85.110 TON $350.00 $29,788.50 0.000 85.110 85.110 $29,788.50 85.110 $29,788.50 0 40201-1400 HOT ASPHALT CONCRETE PAVEMENT, MARSHALL TEST, CLASS B, GRADING E; quantity increase 1102 per CM #0003, 08/16/10; quantity increase 920 per CM #0005, 12/27/10; quantity increase 30.61 per CM #008, 01/24/12 2205.000 2052.610 4257.610 TON $350.00 $1,490,163.50 0.000 4257.610 4257.610 $1,490,163.50 4257.610 $1,490,163.50 0 40910-0400 SURFACE TREATMENT, DESIGNATION 1D; quantity per CM #008, 01/24/12 300.000 -300.000 0.000 SQYD $50.00 $0.00 0.000 0.000 0.000 $0.00 0.000 $0.00 0 41202-0000 TACK COAT; quantity per CM #008, 01/24/12 1840.000 250.000 2090.000 GAL $14.00 $29,260.00 0.000 2090.000 2090.000 $29,260.00 2090.000 $29,260.00 0 61502-1000 DRIVE PAD, CONCRETE (FOR APRONS AND LOW WATER CROSSING); quantity per CM #008, 01/24/12 17.000 -17.000 0.000 SQYD $150.00 $0.00 0.000 0.000 0.000 $0.00 0.000 $0.00 0 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID; quantity increase 20064 per CM #0007, 05/25/11; (original quantity ARRA; CM #0007 non- ARRA); quantity increase 2897.8 per CM #008, 01/24/12 29517.000 22961.800 52478.800 LNFT $2.80 $146,940.64 0.000 52478.800 52478.800 $146,940.64 52478.800 $146,940.64 0 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM; quantity per CM #008, 01/24/12 70.000 -70.000 0.000 EACH $140.00 $0.00 0.000 0.000 0.000 $0.00 0.000 $0.00 0 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER ;quantity increase 320 per CM #0007, 05/25/11 (original quantity ARRA; CM #0007, non- ARRA); quantity decrease 36 per CM #008, 01/24/12 400.000 284.000 684.000 HOUR $13.43 $9,186.12 0.000 684.000 684.000 $9,186.12 684.000 $9,186.12 0 66607-0000 CM #0003, 08/16/10; CONTRACT MODIFICATION WORK (Extend Stone Wall at Maho Bay Overlook)(APPRO F170)(19.11 SQYD); quantity per CM #008, 01/24/12 0.000 0.000 SQYD $500.00 $0.00 0.000 0.000 0.000 $0.00 0.000 $0.00 0 78 U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION EASTERN FEDERAL LANDS HIGHWAY ADMINISTRATION itemno descr awd_qty QCM tot_qty unit unitcost con_amt cur_qty prv_qty td_qty td_amt prb_qty prb_amt QOR C O N T R A C T E D E S T I M A T E D P R O B A B L E S OVERRUN ITEM NO. 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QUANTITY CM AMENDED UNIT UNIT PRICE AMOUNT CURRENT PREVIOUS TO DATE AMOUNT QUANTITY AMOUNT QUANTITY VIIS 10(1), 901(1) - NORTH SHORE ROAD (ARRA) ESTIMATE # 19, final Schedule D ARRA 15705-0100 SOIL EROSION CONTROL, SILT FENCE; quantity per CM #008, 01/24/12 485.000 -485.000 0.000 LNFT $10.00 $0.00 0.000 0.000 0.000 $0.00 0.000 $0.00 0 15706-1400 SOIL EROSION CONTROL, INLET PROTECTION TYPE D; quantity per CM #008, 01/24/12 1.000 -1.000 0.000 EACH $10.00 $0.00 0.000 0.000 0.000 $0.00 0.000 $0.00 0 20101-0000 CLEARING AND GRUBBING 0.130 0.130 ACRE $14,000.00 $1,820.00 0.000 0.130 0.130 $1,820.00 0.130 $1,820.00 0 20301-3400 REMOVAL OF WHEELSTOP 20.000 20.000 EACH $65.00 $1,300.00 0.000 20.000 20.000 $1,300.00 20.000 $1,300.00 0 20315-0000 SAWCUTTING PAVEMENT; quantity per CM #008, 01/24/12 85.000 -40.000 45.000 LNFT $7.00 $315.00 0.000 45.000 45.000 $315.00 45.000 $315.00 0 20401-0000 CM #0005, 12/27/10; ROADWAY EXCAVATION, NPS PARKING LOT AREA EXTENSION (89 CUYD); quantity per CM #008, 01/24/12 0.000 0.000 CUYD $90.00 $0.00 0.000 0.000 0.000 $0.00 0.000 $0.00 0 20425-1000 DITCH, EXCAVATION; quantity per CM #008, 01/24/12 185.000 -45.000 140.000 LNFT $30.00 $4,200.00 0.000 140.000 140.000 $4,200.00 140.000 $4,200.00 0 30101-1000 CM #0005, 12/27/10; AGGREGATE BASE, GRADING C, NPS PARKING LOT AREA EXTENSION (109 CUYD); quantity per CM #008, 01/24/12 0.000 0.000 CUYD $75.00 $0.00 0.000 0.000 0.000 $0.00 0.000 $0.00 0 30302-1000 DITCH RECONDITIONING; quantity per CM #008, 01/24/12 300.000 -300.000 0.000 LNFT $21.00 $0.00 0.000 0.000 0.000 $0.00 0.000 $0.00 0 40201-1400 HOT ASPHALT CONCRETE PAVEMENT, MARSHALL TEST, CLASS B, GRADING E; quantity increase 65 per CM #0005, 12/27/10; quantity increase 87.82 per CM #008, 01/24/12 102.000 152.820 254.820 TON $350.00 $89,187.00 0.000 254.820 254.820 $89,187.00 254.820 $89,187.00 0 41202-0000 TACK COAT; quantity per CM #008, 01/24/12 734.000 -234.000 500.000 GAL $14.00 $7,000.00 0.000 500.000 500.000 $7,000.00 500.000 $7,000.00 0 41301-0700 ASPHALT PAVEMENT MILLING, 2 1/2-INCH DEPTH (NPS VISITORS CENTER); quantity per CM #008, 01/24/12 735.000 16.000 751.000 SQYD $25.00 $18,775.00 0.000 751.000 751.000 $18,775.00 751.000 $18,775.00 0 60405-0000 MANHOLE ADJUSTMENT; quantity per CM #008, 01/24/12 2.000 -2.000 0.000 EACH $700.00 $0.00 0.000 0.000 0.000 $0.00 0.000 $0.00 0 60920-0000 RESET WHEELSTOP 20.000 20.000 EACH $100.00 $2,000.00 0.000 20.000 20.000 $2,000.00 20.000 $2,000.00 0 61108-1000 ADJUST WATER VALVE; quantity per CM #008, 01/24/12 3.000 -1.000 2.000 EACH $250.00 $500.00 0.000 2.000 2.000 $500.00 2.000 $500.00 0 79 U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION EASTERN FEDERAL LANDS HIGHWAY ADMINISTRATION itemno descr awd_qty QCM tot_qty unit unitcost con_amt cur_qty prv_qty td_qty td_amt prb_qty prb_amt QOR C O N T R A C T E D E S T I M A T E D P R O B A B L E S OVERRUN ITEM NO. DESCR. QUANTITY CM AMENDED UNIT UNIT PRICE AMOUNT CURRENT PREVIOUS TO DATE AMOUNT QUANTITY AMOUNT QUANTITY VIIS 10(1), 901(1) - NORTH SHORE ROAD (ARRA) ESTIMATE # 19, final 61502-1000 DRIVE PAD, CONCRETE (FOR APRONS AND LOW WATER CROSSING); quantity per CM #008, 01/24/12 35.000 -35.000 0.000 SQYD $150.00 $0.00 0.000 0.000 0.000 $0.00 0.000 $0.00 0 61920-1000 REMOVE AND RESET BOLLARD POST; quantity per CM #008, 01/24/12 20.000 14.000 34.000 EACH $300.00 $10,200.00 0.000 34.000 34.000 $10,200.00 34.000 $10,200.00 0 62901-0100 ROLLED EROSION CONTROL PRODUCT, TYPE 1.A; quantity per CM #008, 01/24/12 280.000 -280.000 0.000 SQYD $17.50 $0.00 0.000 0.000 0.000 $0.00 0.000 $0.00 0 63316-1000 REMOVE AND RESET SIGN (NPS VISITORS CENTER); quantity per CM #008, 01/24/12 1.000 -1.000 0.000 EACH $500.00 $0.00 0.000 0.000 0.000 $0.00 0.000 $0.00 0 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID; quantity increase 180 per CM #0005, 12/27/10; quantity decrease 219.5 per CM #008, 01/24/12 536.000 -39.500 496.500 LNFT $2.80 $1,390.20 0.000 496.500 496.500 $1,390.20 496.500 $1,390.20 0 63405-3250 PAVEMENT MARKINGS, TYPE H, ACCESSIBILITY SYMBOL 1.000 1.000 EACH $750.00 $750.00 0.000 1.000 1.000 $750.00 1.000 $750.00 0 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3; quantity per CM #008, 01/24/12 2.000 -2.000 0.000 EACH $500.00 $0.00 0.000 0.000 0.000 $0.00 0.000 $0.00 0 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN; quantity per CM #008, 01/24/12 10.000 -10.000 0.000 SQFT $100.00 $0.00 0.000 0.000 0.000 $0.00 0.000 $0.00 0 Schedule E ARRA 15706-1300 SOIL EROSION CONTROL, INLET PROTECTION TYPE C; quantity per CM #008, 01/24/12 1.000 -1.000 0.000 EACH $1,000.00 $0.00 0.000 0.000 0.000 $0.00 0.000 $0.00 0 15706-2100 SOIL EROSION CONTROL, FILTER BERM; quantity per CM #008, 01/24/12 47.000 -47.000 0.000 EACH $200.00 $0.00 0.000 0.000 0.000 $0.00 0.000 $0.00 0 20101-0000 CLEARING AND GRUBBING 0.060 0.060 ACRE $14,000.00 $840.00 0.000 0.060 0.060 $840.00 0.060 $840.00 0 20301-1000 REMOVAL OF FRAME AND GRATE; quantity per Cm #008, 01/24/12 1.000 -1.000 0.000 EACH $350.00 $0.00 0.000 0.000 0.000 $0.00 0.000 $0.00 0 20301-1200 REMOVAL OF HEADWALL; quantity per CM #008, 01/24/12 2.000 -2.000 0.000 EACH $1,000.00 $0.00 0.000 0.000 0.000 $0.00 0.000 $0.00 0 20301-1300 REMOVAL OF INLET GRATE; quantity per CM #008, 01/24/12 1.000 -1.000 0.000 EACH $300.00 $0.00 0.000 0.000 0.000 $0.00 0.000 $0.00 0 80 U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION EASTERN FEDERAL LANDS HIGHWAY ADMINISTRATION itemno descr awd_qty QCM tot_qty unit unitcost con_amt cur_qty prv_qty td_qty td_amt prb_qty prb_amt QOR C O N T R A C T E D E S T I M A T E D P R O B A B L E S OVERRUN ITEM NO. DESCR. QUANTITY CM AMENDED UNIT UNIT PRICE AMOUNT CURRENT PREVIOUS TO DATE AMOUNT QUANTITY AMOUNT QUANTITY VIIS 10(1), 901(1) - NORTH SHORE ROAD (ARRA) ESTIMATE # 19, final 20302-1600 REMOVAL OF PAVED WATERWAY (RUBBLE); quantity per CM #008, 01/24/12 275.000 -275.000 0.000 LNFT $30.00 $0.00 0.000 0.000 0.000 $0.00 0.000 $0.00 0 20302-2100 REMOVAL OF PIPE CULVERT; quantity per CM #008, 01/24/12 30.000 -30.000 0.000 LNFT $30.00 $0.00 0.000 0.000 0.000 $0.00 0.000 $0.00 0 20302-2100 REMOVAL OF PIPE CULVERT (TRENCH DRAIN AND GRATE) 40.000 40.000 LNFT $50.00 $2,000.00 0.000 40.000 40.000 $2,000.00 40.000 $2,000.00 0 20315-0000 SAWCUTTING PAVEMENT; quantity per CM #008, 01/24/12 36.000 449.000 485.000 LNFT $7.00 $3,395.00 0.000 485.000 485.000 $3,395.00 485.000 $3,395.00 0 20401-0000 ROADWAY EXCAVATION; quantity per CM #008, 01/24/12 350.000 -222.690 127.310 CUYD $90.00 $11,457.90 0.000 127.310 127.310 $11,457.90 127.310 $11,457.90 0 25101-3000 PLACED RIPRAP, CLASS 3; quantity per CM #008, 01/24/12 15.000 68.000 83.000 CUYD $200.00 $16,600.00 0.000 83.000 83.000 $16,600.00 83.000 $16,600.00 0 30101-1000 AGGREGATE BASE GRADING C; quantity per CM #008, 01/24/12 440.000 -275.910 164.090 TON $75.00 $12,306.75 0.000 164.090 164.090 $12,306.75 164.090 $12,306.75 0 40201-0800 HOT ASPHALT CONCRETE PAVEMENT, MARSHALL TEST, CLASS B, GRADING C; quantity per CM #008, 01/24/12 170.000 -2.840 167.160 TON $350.00 $58,506.00 0.000 167.160 167.160 $58,506.00 167.160 $58,506.00 0 40201-1400 HOT ASPHALT CONCRETE PAVEMENT, MARSHALL TEST, CLASS B, GRADING E; quantity increase 431.41 per CM #0003, 08/16/10; quantity increase 272.36 per CM #008, 01/24/12 84.000 703.790 787.790 TON $350.00 $275,726.50 0.000 787.790 787.790 $275,726.50 787.790 $275,726.50 0 40910-0400 SURFACE TREATMENT, DESIGNATION 1D; quantity per CM #008, 01/24/12 300.000 -300.000 0.000 SQYD $50.00 $0.00 0.000 0.000 0.000 $0.00 0.000 $0.00 0 60103-0160 CONCRETE, HEADWALL FOR 30- INCH PIPE CULVERT; quantity per CM #008, 01/24/12 1.000 -1.000 0.000 EACH $3,000.00 $0.00 0.000 0.000 0.000 $0.00 0.000 $0.00 0 60201-0900 30-INCH PIPE CULVERT; quantity per CM #008, 01/24/12 30.000 -30.000 0.000 LNFT $300.00 $0.00 0.000 0.000 0.000 $0.00 0.000 $0.00 0 60409-0700 INLET TOP, METAL FRAME AND GRATE TYPE 6A; quantity per CM #008, 01/24/12 1.000 -1.000 0.000 EACH $1,000.00 $0.00 0.000 0.000 0.000 $0.00 0.000 $0.00 0 60409-1000 INLET TOP, CONCRETE; quantity per CM #008, 01/24/12 1.000 -1.000 0.000 EACH $1,000.00 $0.00 0.000 0.000 0.000 $0.00 0.000 $0.00 0 60801-0400 PAVED WATERWAY, TYPE 4; quantity per CM #008, 01/24/12 110.000 53.190 163.190 SQYD $125.00 $20,398.75 0.000 163.190 163.190 $20,398.75 163.190 $20,398.75 0 62901-0500 ROLLED EROSION CONTROL PRODUCT, TYPE 2.A; quantity per CM #008, 01/24/12 60.000 -60.000 0.000 SQYD $17.50 $0.00 0.000 0.000 0.000 $0.00 0.000 $0.00 0 81 U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION EASTERN FEDERAL LANDS HIGHWAY ADMINISTRATION itemno descr awd_qty QCM tot_qty unit unitcost con_amt cur_qty prv_qty td_qty td_amt prb_qty prb_amt QOR C O N T R A C T E D E S T I M A T E D P R O B A B L E S OVERRUN ITEM NO. DESCR. QUANTITY CM AMENDED UNIT UNIT PRICE AMOUNT CURRENT PREVIOUS TO DATE AMOUNT QUANTITY AMOUNT QUANTITY VIIS 10(1), 901(1) - NORTH SHORE ROAD (ARRA) ESTIMATE # 19, final 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID; quantity increase 2644.77 per CM #0003, 08/16/10 500.000 2644.770 3144.770 LNFT $2.80 $8,805.36 0.000 3144.770 3144.770 $8,805.36 3144.770 $8,805.36 0 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM; quantity per CM #008, 01/24/12 5.000 -5.000 0.000 EACH $140.00 $0.00 0.000 0.000 0.000 $0.00 0.000 $0.00 0 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER; quantity per CM #008, 01/24/12 100.000 -100.000 0.000 LNFT $50.00 $0.00 0.000 0.000 0.000 $0.00 0.000 $0.00 0 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER; quantity per CM #008, 01/24/12 400.000 -280.000 120.000 HOUR $13.43 $1,611.60 0.000 120.000 120.000 $1,611.60 120.000 $1,611.60 0 66607-0000 CM #0003, 08/16/10; CONTRACT MODIFICATION WORK (Remove Damaged Stone Wall at King's Hill)(APPRO F170) (38.06 SQYD); quantity increase 3.63 per CM #008, 01/24/12 31.690 31.690 SQYD $136.00 $4,309.84 0.000 31.690 31.690 $4,309.84 31.690 $4,309.84 0 66607-0000 CM #0003, 08/16/10; CONTRACT MODIFICATION WORK (Reconstruct Stone Wall at King's Hill)(APPRO F170) (28.06 SQYD); quantity increase 3.63 per CM #008, 01/23/12 31.690 31.690 SQYD $500.00 $15,845.00 0.000 31.690 31.690 $15,845.00 31.690 $15,845.00 0 Schedule F ARRA 61701-4000 GUARDRAIL SYSTEM SBTB; quantity per CM #008, 01/24/12 370.000 40.000 410.000 LNFT $100.00 $41,000.00 0.000 410.000 410.000 $41,000.00 410.000 $41,000.00 0 63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING 500.000 500.000 SQFT $60.00 $30,000.00 0.000 500.000 500.000 $30,000.00 500.000 $30,000.00 0 63312-0000 SPEED HUMP; quantity per CM #008, 01/24/12 6.000 -1.000 5.000 EACH $1,000.00 $5,000.00 0.000 5.000 5.000 $5,000.00 5.000 $5,000.00 0 63405-2950 PAVEMENT MARKINGS, TYPE H, STRAIGHT ARROW 16.000 16.000 EACH $700.00 $11,200.00 0.000 16.000 16.000 $11,200.00 16.000 $11,200.00 0 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER; quantity per CM #008, 01/24/12 1000.000 -752.000 248.000 HOUR $13.43 $3,330.64 0.000 248.000 248.000 $3,330.64 248.000 $3,330.64 0 66603-0001 CM #0007, 05/25/11; CONTRACT MODIFICATION WORK (Thermoplastic roadway rumble strip)(Schedule F, non-ARRA) (5 EACH); quantity decrease 1 per CM #008, 01/24/12 4.000 4.000 EACH $806.40 $3,225.60 0.000 4.000 4.000 $3,225.60 4.000 $3,225.60 0 82 U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION EASTERN FEDERAL LANDS HIGHWAY ADMINISTRATION itemno descr awd_qty QCM tot_qty unit unitcost con_amt cur_qty prv_qty td_qty td_amt prb_qty prb_amt QOR C O N T R A C T E D E S T I M A T E D P R O B A B L E S OVERRUN ITEM NO. DESCR. QUANTITY CM AMENDED UNIT UNIT PRICE AMOUNT CURRENT PREVIOUS TO DATE AMOUNT QUANTITY AMOUNT QUANTITY VIIS 10(1), 901(1) - NORTH SHORE ROAD (ARRA) ESTIMATE # 19, final 66603-0002 CM #0007, 05/25/11; CONTRACT MODIFICATION WORK (Temporary traffic control, delineators)(Schedule F, non-ARRA) (125 EACH); quantity decrease 75 per CM #008, 01/24/12 50.000 50.000 EACH $30.00 $1,500.00 0.000 50.000 50.000 $1,500.00 50.000 $1,500.00 0 83 U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION EASTERN FEDERAL LANDS HIGHWAY ADMINISTRATION VIIS 10(1), 901(1) - NORTH SHORE ROAD (ARRA) ESTIMATE # 19, final CONSTRUCTION BID TO DATE PROBABLE DATE TIME BEGAN: 09/28/09 CONTRACT $4,448,374.40 $6,215,621.14 $6,215,621.14 DATE CONTRACT COMPLETE: 09/27/10 DBE INCENTIVE $0.00 $0.00 $0.00 08/25/10 PR 117, F170 QUALITY INCENTIVE $0.00 $0.00 $0.00 09/15/10 CM #0004 F DAYS ALLOWED: 365 SMOOTHNESS INCENTIVE $0.00 $0.00 $0.00 EXTENSIONS GRANTED BY CM#0003 38 11/04/10 TOTAL $4,448,374.40 $6,215,621.14 $6,215,621.14 EXTENSIONS GRANTED BY CM#0005 30 12/04/10 EXTENSIONS GRANTED BY CM#0007 163 05/16/11 FUNDS AUTHORIZED UDO through 18 TOTAL DAYS ALLOWED 596 Proj Acct Proj 1515785360004; Org 1578001188; Task 540.00.F170.78 DAYS USED TO DATE 596 05/16/11 $3,050,983.00 $3,660,391.67 $3,660,391.67 $0.00 Proj 1515785360004; Org 1578001188; Task 540.00.D170.78 (ARRA, Sch. C, D, E, & F)) TIME USED 100.00% $1,397,391.40 $1,397,391.40 $1,397,391.40 $0.00 to date/allowed Proj 15A5785360004; Org 1578001188; Task R40.00.15F0.78 (CM#0001,option B) WORK COMPLETE 100.00% $1,024,302.50 $1,157,838.07 $0.02 to date/probable CONSTR FUNDS USED #DIV/0! TOTAL $4,448,374.40 $6,082,085.57 $6,215,621.14 $0.02 to date/allotted BALANCE OR DEFICIT $0.00 -$133,535.57 $0.00 CE FUNDS USED #DIV/0! to date/allotted CONSTRUCTION ENGINEERING AUTHORIZED TO DATE PROBABLE PROBABLE CE/CN CE BUDGET USED 99.11% TOTAL-ALL WORK CODES $0.00 $530,264.10 $535,000.00 8.61% TOTAL INCREASE DUE TO CMS $2,342,380.06 C E BREAKDOWN FUNCTION C FUNCTION I FUNCTION M FUNCTION E FUNCTION T TOTAL TOTAL DECREASE DUE TO CMS -$575,133.32 *TO DATE AUTHORIZED $0.00 EXPENDED $277,304.91 $231,768.61 $2,105.00 $19,085.58 $530,264.10 TOTAL INCREASE DUE TO OVERRUNS $0.00 PROBABLE $275,000.00 $231,768.61 $9,145.81 $19,085.58 $535,000.00 TOTAL DECREASE DUE TO OVERRUNS $0.00 CM #008= $0.00 EXPENDED PER DELPHI REPORTS AS OF 02/16/12 PP 03 CM #0001, 09/03/09 (Sched B); F150 $654,415.00 $654,415.00 *CE AUTH. PER DELPHI CM #0002, 09/30/09, ARRA report specs $0.00 $0.00 DELPHI CE ACCOUNT NUMBERS Proj 1515785360004; Org 1578001188; Task 520.C0.F170.78 CM #0003, 08/16/10; F170 $609,408.67 $609,408.67 ACCOUNT NUMBER FOR FY 09: Proj 1515785360004; Org 1578001188; Task 520.C0.F170.78 CM #0004, 09/15/10; now 15F0 unilateral un $369,887.50 $369,887.50 ACCOUNT NUMBER FOR FY 10: Proj 1515785360004; Org 1578001188; Task 520.C0.F17E.78 CM #0005, 12/27/10; incl. 30 days $0.00 $0.00 CM #0006, 01/06/11; corr.acct#CM5 $0.00 $0.00 CM #0007, 05/25/11; 15F0 $133,535.59 $133,535.59 CM #0008, 01/24/12; 15F0 -$0.02 -$0.02 CONTRACT AWARD AMOUNT $4,448,374.40 $4,448,374.40 $6,215,621.14 $6,215,621.14 84 85 86 AGGREGATE BASE PLACEMENT FOR EDGE STABILIZATION AT STATION 106+00 (SCHEDULE A) ROADWAY EXCAVATION AT STATION 107+00 (SCHEDULE A) 87 AFTER CONSTRUCTION AT STATION 106+00 (SCHEDULE A) NORTH SHORE ROAD AT STATION 253+62 (SCHEDULE B) 88 EDGE STABILIZATION AT STATION 253+62 (SCHEDULE B) STATION 253+62 AFTER CONSTRUCTION (SCHEDULE B) 89 NPS HEADQUARTERS PARKING LOT BEFORE CONSTRUCTION (SCHEDULE D) NPS HEADQUARTERS PARKING LOT PREPARATION (SCHEDULE D) 90 MILLING AT NPS HEADQUARTERS PARKING LOT (SCHEDULE D) NPS PARKING LOT RECONSTRUCTION AFTER TROPICAL STORM OTTO (SCHEDULE D) 91 PAVED NPS HEADQUARTERS PARKING LOT WITH PARKING EXTENSION NORTH SHORE ROAD (ROUTE 10A) TOWARDS NPS HEADQUARTERS PARKING LOT BEFORE CONSTRUCTION 92 NORTH SHORE ROAD (ROUTE 10A) TOWARDS NPS HEADQUARTERS PARKING LOT DURING CONSTRUCTION PAVED NORTH SHORE ROAD (ROUTE 10A) TOWARDS NPS HEADQUARTERS PARKING LOT AREA AFTER CONSTRUCTION 93 ADDITIONAL EDGE PAVEMENT MARKINGS AT STATION 119+00 THERMOPLASTIC RUMBLE STRIPS AT STATION 246+00 94