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FINAL CONSTRUCTION REPORT PROJECT VI NH-70(9) Roadway improvements at the Sunshine Mall and Route 70 (Queen Mary Highway) INDEX PAGE I. PROJECT DESCRIPTION……………………….………..…… 1 II. PROJECT DATA……………………………………....……..… 1-4 III. CONSTRUCTION..………………………….………....….….... 4-13 IV. CONSTRUCTION ENGINEERING..……………….....…….... 13 V. APPENDIX: Title Sheet/Location Map…………………………………..….... 14 Typical Sections…………………………….…………………… 15-17 Tabulation of Bids……………………………………….……… 18-26 Final Voucher Assembly Final Voucher and Claims Release……………..…..…… 27-28 Letter of Acceptance from Client……………….….…… 29 Letter of Acceptance from FHWA……………….…...… 30 Materials Certification………….…….……...………….. 31 Final Estimate…………….……..….…….……………… 32-39 Project Photos………………………………….…….…….……. 40-47 FINAL CONSTRUCTION REPORT Project VI-NH 70(9) SUNSHINE MALL I. PROJECT DESCRIPTION A. Project Number - Project VI NH – 70(9) was located in Frederiksted, St. Croix, U.S. Virgin Islands. B. Description of Work – Reconstruction of the roadway; relocation of the existing mall entrance; the installation of a new signalization system; curb and gutter; and drainage improvements at the intersection of the Sunshine Mall and Route 70 (Queen Mary Highway). C. Environmental Considerations – National Environmental Policy Act (NEPA): In accordance with 23 CFR Chapter 1 Part 771.117(d) (1&3) a Categorical Exclusion was prepared and signed by the Federal Highway Administration (FHWA) on July 21, 2003. SHPO – 106 Concurrence: By letter dated January 3, 2007, the U. S. Virgin Islands determined that there were no known cultural resources within the proposed project area protected under the requirements of Section 106 of the National Historic Preservation Act. FWS Section 7 Concurrence (Endangered Species): By stamp dated July 25, 2003, the U. S. Virgin Islands and Virgin Islands Department of Public Works concurred that there were no known adverse effects anticipated on resources protected by the Endangered Species Act of 1973. Department of Planning and Natural Resources, Division of Permits (DPNR) – Permit No. STX 360-03 and 355-03 approved and issued on July 11, 2003, expired on January 2004, extended by DPNR by letter dated April 8, 2005, from April 8, 2005, to October 8, 2005. II. PROJECT DATA A. Specifications – Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-96 (English) 1 B. Termini – Station 13+00 to Station 24+00 C. Length – Queen Mary Highway/Route 70 1100 feet Sunshine Mall Entrance 140 feet Total length 1240 feet (0.237 miles) D. Width – Route 70 Queen Mary Highway - The predominant width of paved roadway and shoulder were as follows: • From Station 13+00 to 17+60 - two 11.5-foot lanes (one each way) and one 10.17-foot lane, plus widening of two-way right turn lane transitions between 0 and 11.5 feet • From Station 11+00 to 11+50 and from Station 25+00 to 26+00 - two 11.5-foot lanes (one each way) and one 10.17-foot plus a 2-foot shoulder • From Station 18+00 to 19+60 - one 10.4-foot (travel lane, east bound), one, 11.25-foot (turn lane), one, 11.5-foot (travel lane, west bound), and one, 10.17-foot (turn lane) Sunshine Mall Entrance: From Station 0+00 to 2+73, with two 23-foot lanes (two each way). E. Pavement Structure – The proposed asphalt pavement was as follows: 2-inch depth Hot Asphalt Concrete Pavement (HACP), Class B, Grading E, Asphalt Tack Coat; 4-inch depth HACP, Class B, Grading C and 8-inch depth Aggregate Base, Grading C or D. F. Structures – Contract Modification Work (24-inch Pipe Culvert) Existing field condition required the removal and replacement of an existing culvert at Station 14+72. The existing culvert caved in during pavement removal operations, and was later found to be structurally insufficient. The contract modification included the installation of forty feet of new 24-inch reinforced concrete pipe culvert to replace the original structure. G. Contract Number and Date – DTFH71-05-C-00019 – August 2, 2005 2 H. Contracting Officers – Melisa L. Ridenour Division Engineer Donald W. Miller Director, Project Delivery Wanda A. Peffer Contracting Officer Eduardo A. Calderon Construction Engineer James M. Mathews Construction Operation Engineer I. Contract Bid Amount – $1,909,111.00 J. Engineer’s Estimate – $1,550,000.00 K. Final Contract Amount – $1,870,213.91 L. Contract Time – Award Date: August 2, 2005 Notice to Proceed: September 12, 2005 Original Completion Date: June 18, 2006 Authorized Extensions: -20 Days Revised Completion Date: May 29, 2006 Date Substantially Complete: May 26, 2006 Date All Work Complete: June 28, 2007 Liquidated Damages Assessed: None M. Contractor – Virgin Islands Paving, Inc. Small Business Concern (SBC) 13-GA Estate Bethlehem Kingshill, VI 00851 N. Subcontractors – Tip Top Construction SBC P.O. Box 24933 GBS Disadvantaged Business Enterprise (DBE) Christiansted, VI 00824 Install Inlets and Culverts $430,790.00 Instrument & Control Systems SBC, DBE, P.O. Box 1860, Kingshill Woman Business Enterprise (WBE) St. Croix, VI 00851 Signal and Light Installation $189,004.46 3 Lake’s Trucking SBC, DBE P.O. Box 465, Kingshill Christiansted, VI 00851 Pavement Markings $15,483.80 Cruzan Gardens SBC 7000 RR-1000 Kingshill St. Croix, VI 00850 Landscaping $15,048.96 O. Construction Engineering Costs – EFLHD PE Costs: $195,403.09 EFLHD CE Costs: $338,729.14 Total Costs: $534,132.23 Percent of the Final Contract Amount – 29.03 P. Maintaining Agency - Government of the United States Virgin Islands Department of Public Works (VI-DPW) 6002 Estate Anna’s Hope Christiansted, VI 00820 III. CONSTRUCTION A. Materials – Item No. 30101Z: Aggregate Base, Grading C or D Supplier: Heavy Materials 6 Estate Mariendahl St. Croix, Virgin Islands Material: Crusher Run #1 4 Approved Job Mix Design: Allowable Target Value Deviation Specification Sieves (Percent Passing) (Percent) (Percent Passing) 50.0 mm 100 - 100 25 mm 94 ±6 88-100 19.0 mm 86 ±6 80-92 9.5 mm 69 ±6 63-75 4.75 mm 51 ±6 45-57 75 µm 13.4 ±3.0 10.4-16.4 Maximum Dry Density: 139.7 pounds per cubic foot (pcf) Optimum Moisture Content: 6.4 percent Bulk Specific Gravity (Sp/Gr): 2.76 Sodium Sulfate Soundness: 0.35 percent LA Abrasion: 10.4 percent wear Fractured Faces: 90 percent Liquid Limit: 2.0 Plasticity Index: 0.8 California Bearing Ratio: 150 percent Item No. 41801BC: Hot Asphalt Concrete Pavement, Class B, Grading C Supplier: Virgin Islands Paving, Inc. – St. Croix Plant 13-GA Estate Bethlehem Kingshill, VI 00851 Aggregates: Stone #67 15 percent Heavy Materials 6 Estate Mariendahl St. Croix, Virgin Islands Bulk Sp/Gr: 2.755 Absorption: 0.4 percent LA Abrasion: 11 percent Sodium Sulfate Soundness: 0.9 percent Stone #4 25 percent Heavy Materials 6 Estate Mariendahl St. Croix, Virgin Islands 5 Bulk Sp/Gr: 2.788 Absorption: 0.5 percent LA Abrasion: 11 percent Sodium Sulfate Soundness: 0.9 percent Stone #5 60 percent Heavy Materials 6 Estate Mariendahl St. Croix, Virgin Islands Bulk Sp/Gr: 2.663 Absorption: 0.9 percent Sodium Sulfate Soundness: 0.7 percent Asphalt Binder Grade and Source: Asphalt Cement (60 - 70) Port of Bajo Grande, Bajo Grande, Venezuela Antistripping Additive: None Job Mix Design Properties: Allowable Target Value Deviation Specification Sieves (Percent Passing) (Percent) (Percent Passing) 1-inch 100 - 100 3/4-inch 100 - 100 1/2-inch 97 ±5 92-100 3/8-inch 92 ±6 86 - 98 #4 62 ±7 55 - 69 #8 37 ±5 32 - 42 #30 19 ±4 15 - 23 #50 14 ±3 11 - 17 #200 8.8 ±2 6.8 – 10.8 Asphalt Content – 6.1 (± 0.5) percent of total mix Maximum Theoretical Specific Gravity: 2.484 Dust/Asphalt Ratio: 0.70 Voids in Mineral Aggregate (VMA): 16.0 percent Voids Filled with Asphalt (VFA): 74.0 percent Item No. 41801BAD: Hot Asphalt Concrete Pavement, Class B, Grading E Supplier: Virgin Islands Paving, Inc. – St. Croix Plant 13-GA Estate Bethlehem Kingshill, VI 00851 6 Aggregates: Stone #67 15 percent Heavy Materials 6 Estate Mariendahl St. Croix, Virgin Islands Bulk Sp/Gr: 2.755 Absorption: 0.4 percent LA Abrasion: 11 percent Sodium Sulfate Soundness: 0.9 percent Stone #4 25 percent Heavy Materials 6 Estate Mariendahl St. Croix, Virgin Islands Bulk Sp/Gr: 2.788 Absorption: 0.5 percent LA Abrasion: 11 percent Sodium Sulfate Soundness: 0.9 percent Stone #5 60 percent Heavy Materials 6 Estate Mariendahl St. Croix, Virgin Islands Bulk Sp/Gr: 2.663 Absorption: 0.9 percent Sodium Sulfate Soundness: 0.7 percent Asphalt Binder Grade and Source: Asphalt Cement (60 - 70) Port of Bajo Grande, Bajo Grande, Venezuela Antistripping Additive: None required 7 Job Mix Design Properties: Allowable Target Value Deviation Specification Sieves (Percent Passing) (Percent) (Percent Passing) 1-inch 100 - 100 3/4-inch 100 - 100 1/2-inch 97 - 97-100 3/8-inch 92 ±5 87 - 97 #4 62 ±6 56- 68 #8 37 ±6 31 - 43 #30 19 ±4 15 - 23 #50 14 ±3 11 - 17 #200 8.8 ±2 0.6 - 10 Asphalt Content: 6.1 (± 0.5) percent of total mix Maximum Theoretical Specific Gravity: 2.484 Dust/Asphalt Ratio: 0.70 Voids in Mineral Aggregate (VMA): 16 percent Voids Filled with Asphalt (VFA): 74 percent Item No. 60902V: Portland Cement Concrete Curb And Gutter, 13-Inch Depth Item No. 60909A: Wheelstop (Concrete) Item No. 61501B: Portland Cement Concrete Sidewalk Item No. 61601: Portland Cement Concrete Wheelchair Ramp Item No. 64912: Bus Shelter (Concrete Slab) Item No. 63308A: Removing and Resetting Sign (Sunshine Mall Entrance Foundations) Supplier: Heavy Materials L.L.C. 6 Estate Mariendahl Frederiksted, St. Croix, VI 00841 Mix Requirements: Minimum Strength- 4000 (psi) in 28 days Minimum Cement Content- 614 (pcy) Maximum Water/Cement Ratio- 0.48 Maximum Slump- 3-1/2 or 4-1/2 inches Minimum Air Content- 1.5 percent 8 Portland Cement: AASHTO M85, TYPE I/II 620 lbs. Cementos Caribe, Puerto Cumarebo, Venezuela Course Gravel: No. 57 475 lbs. (ASTM C33 #57) Springfield Quarry, St. Croix Clay lumps and/or friable particles- 0.7 percent SSD Bulk Sp/Gr- 2.76 Coal and lignite- 0.0 percent LA Abrasion, #57- 10.4 percent Sodium Sulfate Soundness- 0.35 percent Coarse Sand: Manufactured Sand 2,200 lbs. (ASTM C33) Springfield Quarry, St. Croix Clay lumps and/or friable particles- 0.0 percent Passing 75 µm sieve- 2.8 percent Fineness Modulus- 2.64 Bulk Sp/Gr at (SSD)- 2.75 Sodium Sulfate Soundness- 0.35 percent Absorption- 1.60 percent Fine Sand: Barbuda Sand 425 lbs. (ASTM C33) Barbuda Clay lumps and/or friable particles- 0.0 percent Coal and lignite- 0.0 percent SSD Bulk Sp/Gr- 2.65 Sodium Sulfate Soundness- 0.0 percent Water: Springfield Quarry, St. Croix (well water) 250 lbs. Air Entertainment: Conplast PA 21 10.0 ounces per (ASTM C260 and C494 type A) cubic yard Fosroc Limited Coleshill Road Staffordshire B783TL Average Test Results: Slump- 3.0 inches Air content- 0.0 percent Temperature- 83°F 9 5-day cylinder breaks- 3978 psi B. Experimental or New Features – None C. Changes and Problems – 1. Changes Contract Modification (CM) No. 001: deleted Contract Items 60209H - Elbow, 12-inch and 61102QD - 12-inch Waterline, Polyvinyl Chloride (PVC) (C-900). These items were associated with the relocation of an existing 12-inch waterline. During the initial staking and layout of contract work, the waterline was found north of the location shown in the contract plans. Since the existing waterline was not in conflict with new installations performed under the contract, it wasn’t necessary to perform the relocation work. Net contract decrease = $23,000.00 No change in contract time. CM No. 002: was issued to modify the contract Traffic Control Plan to incorporate the construction of a permanent traffic detour to Queen Mary Highway (Route 70) between Station 14+00 and Station 20+00. The contractor’s proposal included the leasing of the necessary right-of-way from the adjacent Sunshine Mall parking, the development of a legal document to release the Government from all liability associated with the implementation of the detour, and all other work necessary to implement and maintain this detour. This included the removal and replacement of curb and gutter and landscaping, and additional paving, as well as installation of traffic control signs, cones and type III barricades. The contractor’s proposal only affected 600 linear feet out of the 1100 linear feet of the project. The remaining 500 linear feet (Station 13+00 to 14+00 and 20+00 to 24+00) was constructed following the traffic control plan shown in the contract. As a result, implementing the proposed detour had a negligible effect on contract cost, and was accepted as a no-cost modification. No change in amount. Contract time decreased 20 days to May 29, 2006 CM No. 003: adjusted final quantities to match existing field conditions or that otherwise varied from the Original Engineer’s Estimate, as well as added five new pay items that were necessary to meet existing field conditions. Net contract decrease = $26,397.09 No change in contract time. 10 Significant Overruns and Underruns Item 15716C, Inlet Protection, Type C: The implementation of the alternate traffic control plan and detour through CM No. 002 changed the sequence of construction and the need for additional inlet protections. The final quantity for this item was 12, an underrun of 5 each or 29 percent. Item 20302H, Removal of Pipe Culverts: The original contract quantity was overestimated. The project required the removal of only thirty linear feet of culvert at Station 14+72. The final quantity for this item reflects an underrun of 30 linear feet or 50 percent. Item 20303AB, Removal of Concrete (Bus Stop Pads and Shelter): The original contract quantity was overestimated. The project required the removal of only 65 square yards to complete the contract work. The contract quantity underran by 75 square yards or 54 percent. Item 20401, Roadway Excavation: The original contract quantity was overestimated. The project required the excavation of only 2654 cubic yards. The contract quantity underran by 540.96 cubic yards or 17 percent. Item 40101BC, Hot Asphalt Concrete Pavement, Class B, Grading C: The contractor’s poor grade controls on the paving operation resulted in a thinner than required base lift. Since the contractor was approved to use the same mix for base and surface lifts, they were able to place the required 6-inch pavement structural section by thickening the surface lift. As a result, the contract quantity for base asphalt underran by 613.89 tons or 26 percent. Item 61102QD, 2-inch Waterline, Polyvinyl Chloride (PVC) (Sprinkler System): The original contract quantity was overestimated. The project required the installation of 328 linear feet of sprinkler system to the relocated Sunshine Mall sign and entrance. The contract quantity underran by 72 linear feet or 18 percent. Item 63401HB, Pavement Markings, Type H, Broken: The new striping plans as per CM. No. 002 resulted in an underrun of 1072 linear feet or 82 percent. Item 63615, Traffic Detector Wire Loop (6' x 6’): The Virgin Islands Department of Public Works requested longer wire loops (from 6’x6’ to 6’x30") at the exit of the mall. The two new loops cost more than the original contract requirement. In order to account for the increased price, this contract action deleted two loops from the existing item and incorporated a new contract item for the negotiated price for the new traffic loops. As a result, the existing contract item underran by 2 each or 22 percent. 11 Item 63615, Traffic Detector Wire Loop (6’x 30”): The Virgin Islands Department of Public Works requested more sensitive loops (Quadruple type) on the right turn lanes on Route 70. The two new loops are pricier than the original contract requirement. In order to account for the increased price, two loops were deleted from the existing item and a new contract item was created with a negotiated price for the new traffic loops. As a result, the existing contract item underran by 2 each or 22 percent. Item 40101BED, Hot Asphalt Concrete Pavement, Class B, Grading E: The contractor’s poor grade controls on the paving operation required a thicker surface lift in order to compensate for the thinner base lift placed. Since the contractor was approved to use the same mix for base and surface lifts, they were able to place the required 6-inch pavement section. As a result, the contract quantities for surface asphalt overran by 323.5 tons or 27 percent. Item 61501B, Portland Cement Concrete Sidewalk: The original contract quantity was underestimated. The project required an additional 80 square yards to fit field conditions. This represented an overrun of 27 percent. Item 61505B, Portland Cement Wheelchair Ramp: The original contract quantity was underestimated. The project required the construction of 73.08 square yards of new wheelchair ramps. This represented an overrun of 25.08 square yards or 34 percent. Item 63304CC, Signs Aluminum Panels, Type 3 Sheeting: The contract required the installation of overhead mounted signs for lane guidance through the intersection. These signs did not conform to local intersection control standards and were not included in the permanent sign quantity schedule. The final installation included two directional and two signal identification signs, an overrun of 21.75 square yards or 27percent. Item 63401HA, Pavement Markings, Type H, Solid: The contract striping plan was not adequate. The plans showed a shared right-turn lane that did not conform to local pavement marking standards. New striping plans were developed by the field office under the supervision of the EFLHD Design and Traffic Operations office, as well as the VI DPW. The new striping plans overran 3964 linear feet or 44 percent. Item 63402, Pavement Markings, Type H: The new striping plans resulted in an overrun of pavement marking symbols of 263.01 square yards or a 17 percent. 2. Problems None 12 D. Recommendations – None E. Claims – None IV. CONSTRUCTION ENGINEERING A. Project Personnel – Daniel Camacho, Project Engineer/COR Thomas Jones, Asst. Project Engineer B. Contract Inspection – No contract inspectors were assigned to this project. C. Other Contacts – None D. Partnering – Informal partnering was successfully implemented on this project and a good relationship was maintained between all partners. 13 14 15 16 17 18 T A B U L A T I O N O F B I D S Project No.: Project Name: NH-70(9) ROUTE 70, QUEEN MARY HIGHWAY, INTERSECTION IMPROVEMENTS Date: 06/09/05 Item Item Item No. Unit Description Quantity Unit Price Amount Schedule: A 15101 LPSM MOBILIZATION Virgin Islands Paving, Inc. ALL 150,627.20 150,627.20 Tip Top Construction 413,000.00 413,000.00 ENGINEER'S ESTIMATE 159,669.50 159,669.50 15201 LPSM CONSTRUCTION SURVEY AND STAKING Virgin Islands Paving, Inc. ALL 35,000.00 35,000.00 Tip Top Construction 13,500.00 13,500.00 ENGINEER'S ESTIMATE 24,500.00 24,500.00 15401 LPSM CONTRACTOR TESTING Virgin Islands Paving, Inc. ALL 25,000.00 25,000.00 Tip Top Construction 11,750.00 11,750.00 ENGINEER'S ESTIMATE 18,500.00 18,500.00 15716C EACH INLET PROTECTION, TYPE C Virgin Islands Paving, Inc. 17 2,000.00 34,000.00 Tip Top Construction 150.00 2,550.00 ENGINEER'S ESTIMATE 550.00 9,350.00 20207 EACH PRUNING TREES Virgin Islands Paving, Inc. 5 1,000.00 5,000.00 Tip Top Construction 1,200.00 6,000.00 ENGINEER'S ESTIMATE 450.00 2,250.00 20211 EACH REMOVAL OF INDIVIDUAL TREES (MAHOGANY) Virgin Islands Paving, Inc. 7 3,500.00 24,500.00 Tip Top Construction 4,800.00 33,600.00 ENGINEER'S ESTIMATE 425.00 2,975.00 20301AD EACH REMOVAL OF LIGHT POLE (with luminaire) Virgin Islands Paving, Inc. 1 2,500.00 2,500.00 Tip Top Construction 1,500.00 1,500.00 ENGINEER'S ESTIMATE 2,500.00 2,500.00 20301F EACH REMOVAL OF INLETS Virgin Islands Paving, Inc. 3 1,000.00 3,000.00 Tip Top Construction 750.00 2,250.00 ENGINEER'S ESTIMATE 1,250.00 3,750.00 19 T A B U L A T I O N O F B I D S Project No.: Project Name: NH-70(9) ROUTE 70, QUEEN MARY HIGHWAY, INTERSECTION IMPROVEMENTS Date: 06/09/05 Item Item Item No. Unit Description Quantity Unit Price Amount Schedule: A 20302AD LNFT REMOVAL OF WATERLINE Virgin Islands Paving, Inc. 330 20.00 6,600.00 Tip Top Construction 25.00 8,250.00 ENGINEER'S ESTIMATE 20.00 6,600.00 20302H LNFT REMOVAL OF PIPE CULVERTS Virgin Islands Paving, Inc. 60 100.00 6,000.00 Tip Top Construction 45.00 2,700.00 ENGINEER'S ESTIMATE 20.00 1,200.00 20302SB LNFT REMOVAL OF PORTLAND CEMENT CONCRETE CURB AND GUTTER Virgin Islands Paving, Inc. 1,600 6.50 10,400.00 Tip Top Construction 7.50 12,000.00 ENGINEER'S ESTIMATE 12.00 19,200.00 20303AB SQYD REMOVAL OF CONCRETE (BUS STOP PADS AND SHELTER) Virgin Islands Paving, Inc. 140 40.00 5,600.00 Tip Top Construction 25.00 3,500.00 ENGINEER'S ESTIMATE 35.00 4,900.00 20304AR LPSM REMOVAL OF WATERLINE (sprinkler system) Virgin Islands Paving, Inc. ALL 2,500.00 2,500.00 Tip Top Construction 2,500.00 2,500.00 ENGINEER'S ESTIMATE 500.00 500.00 20307 LNFT SAWCUTTING PAVEMENT Virgin Islands Paving, Inc. 1,240 3.00 3,720.00 Tip Top Construction 4.00 4,960.00 ENGINEER'S ESTIMATE 4.00 4,960.00 20401 CUYD ROADWAY EXCAVATION Virgin Islands Paving, Inc. 3,200 15.00 48,000.00 Tip Top Construction 25.00 80,000.00 ENGINEER'S ESTIMATE 14.00 44,800.00 30101Z TON AGGREGATE BASE, GRADING C OR D Virgin Islands Paving, Inc. 4,200 50.00 210,000.00 Tip Top Construction 60.00 252,000.00 ENGINEER'S ESTIMATE 30.00 126,000.00 20 T A B U L A T I O N O F B I D S Project No.: Project Name: NH-70(9) ROUTE 70, QUEEN MARY HIGHWAY, INTERSECTION IMPROVEMENTS Date: 06/09/05 Item Item Item No. Unit Description Quantity Unit Price Amount Schedule: A 40101BC TON HOT ASPHALT CONCRETE PAVEMENT, CLASS B, GRADING C Virgin Islands Paving, Inc. 2,350 115.00 270,250.00 Tip Top Construction 135.00 317,250.00 ENGINEER'S ESTIMATE 120.00 282,000.00 40101BED TON HOT ASPHALT CONCRETE PAVEMENT, CLASS B, GRADING E, TYPE 4 PAVEMENT SMOOTHNESS Virgin Islands Paving, Inc. 1,200 115.00 138,000.00 Tip Top Construction 135.00 162,000.00 ENGINEER'S ESTIMATE 120.00 144,000.00 41202 GAL TACK COAT Virgin Islands Paving, Inc. 1,200 4.00 4,800.00 Tip Top Construction 5.00 6,000.00 ENGINEER'S ESTIMATE 2.85 3,420.00 60201P LNFT 36-INCH PIPE CULVERT Virgin Islands Paving, Inc. 850 180.00 153,000.00 Tip Top Construction 115.00 97,750.00 ENGINEER'S ESTIMATE 165.00 140,250.00 60209H EACH ELBOW, 12-INCH Virgin Islands Paving, Inc. 4 500.00 2,000.00 Tip Top Construction 500.00 2,000.00 ENGINEER'S ESTIMATE 400.00 1,600.00 60403FA EACH INLET, TYPE 6A -6 Virgin Islands Paving, Inc. 12 5,400.00 64,800.00 Tip Top Construction 3,500.00 42,000.00 ENGINEER'S ESTIMATE 3,850.00 46,200.00 60405 EACH MANHOLE ADJUSTMENT Virgin Islands Paving, Inc. 1 3,000.00 3,000.00 Tip Top Construction 500.00 500.00 ENGINEER'S ESTIMATE 975.00 975.00 60902V LNFT PORTLAND CEMENT CONCRETE CURB AND GUTTER, 13-INCH DEPTH Virgin Islands Paving, Inc. 2,800 63.00 176,400.00 Tip Top Construction 51.00 142,800.00 ENGINEER'S ESTIMATE 55.00 154,000.00 21 T A B U L A T I O N O F B I D S Project No.: Project Name: NH-70(9) ROUTE 70, QUEEN MARY HIGHWAY, INTERSECTION IMPROVEMENTS Date: 06/09/05 Item Item Item No. Unit Description Quantity Unit Price Amount Schedule: A 60909A EACH WHEELSTOP (CONCRETE) Virgin Islands Paving, Inc. 12 50.00 600.00 Tip Top Construction 250.00 3,000.00 ENGINEER'S ESTIMATE 80.00 960.00 61102GD LNFT 2-INCH WATERLINE, POLYVINYL CHLORIDE (PVC) (Sprinkler system) Virgin Islands Paving, Inc. 400 16.00 6,400.00 Tip Top Construction 35.00 14,000.00 ENGINEER'S ESTIMATE 5.00 2,000.00 61102QD LNFT 12-INCH WATERLINE, POLYVINYL CHLORIDE (PVC) (C-900) Virgin Islands Paving, Inc. 350 60.00 21,000.00 Tip Top Construction 175.00 61,250.00 ENGINEER'S ESTIMATE 75.00 26,250.00 61109B EACH ADJUST WATER VALVE Virgin Islands Paving, Inc. 2 500.00 1,000.00 Tip Top Construction 3,500.00 7,000.00 ENGINEER'S ESTIMATE 450.00 900.00 61109E EACH ADJUST WATER METER Virgin Islands Paving, Inc. 1 500.00 500.00 Tip Top Construction 1,000.00 1,000.00 ENGINEER'S ESTIMATE 400.00 400.00 61501B SQYD PORTLAND CEMENT CONCRETE SIDEWALK Virgin Islands Paving, Inc. 220 65.50 14,410.00 Tip Top Construction 115.00 25,300.00 ENGINEER'S ESTIMATE 60.00 13,200.00 61505B SQYD PORTLAND CEMENT CONCRETE WHEELCHAIR RAMP Virgin Islands Paving, Inc. 48 115.00 5,520.00 Tip Top Construction 1,500.00 72,000.00 ENGINEER'S ESTIMATE 60.00 2,880.00 62518 SQYD TURF ESTABLISHMENT Virgin Islands Paving, Inc. 1,000 13.00 13,000.00 Tip Top Construction 9.00 9,000.00 ENGINEER'S ESTIMATE 11.00 11,000.00 22 T A B U L A T I O N O F B I D S Project No.: Project Name: NH-70(9) ROUTE 70, QUEEN MARY HIGHWAY, INTERSECTION IMPROVEMENTS Date: 06/09/05 Item Item Item No. Unit Description Quantity Unit Price Amount Schedule: A 62601MADB EACH MISCELLANEOUS TREE, 2 1/2" - 3" CALIPER, BALLED AND BURLAPPED (SMALL LEAF WEST INDIAN MAHOGANY) Virgin Islands Paving, Inc. 8 2,000.00 16,000.00 Tip Top Construction 2,500.00 20,000.00 ENGINEER'S ESTIMATE 1,500.00 12,000.00 62606 LPSM LANDSCAPING (SUNSHINE MALL ENTRANCE) Virgin Islands Paving, Inc. ALL 25,000.00 25,000.00 Tip Top Construction 18,500.00 18,500.00 ENGINEER'S ESTIMATE 10,000.00 10,000.00 63304CC SQFT SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING Virgin Islands Paving, Inc. 60 180.00 10,800.00 Tip Top Construction 105.00 6,300.00 ENGINEER'S ESTIMATE 50.00 3,000.00 63308A EACH REMOVING AND RESETTING SIGN Virgin Islands Paving, Inc. 1 500.00 500.00 Tip Top Construction 1,500.00 1,500.00 ENGINEER'S ESTIMATE 175.00 175.00 63308A EACH REMOVING AND RESETTING SIGN (SUNSHINE MALL ENTRANCE SIGN) Virgin Islands Paving, Inc. 1 18,000.00 18,000.00 Tip Top Construction 32,150.00 32,150.00 ENGINEER'S ESTIMATE 16,000.00 16,000.00 63401HA LNFT PAVEMENT MARKINGS, TYPE H, SOLID Virgin Islands Paving, Inc. 5,110 1.18 6,029.80 Tip Top Construction 4.50 22,995.00 ENGINEER'S ESTIMATE 1.05 5,365.50 63401HB LNFT PAVEMENT MARKINGS, TYPE H, BROKEN Virgin Islands Paving, Inc. 1,300 1.18 1,534.00 Tip Top Construction 3.50 4,550.00 ENGINEER'S ESTIMATE 0.80 1,040.00 63402 SQFT PAVEMENT MARKINGS Virgin Islands Paving, Inc. 1,320 6.00 7,920.00 Tip Top Construction 15.00 19,800.00 ENGINEER'S ESTIMATE 6.50 8,580.00 23 T A B U L A T I O N O F B I D S Project No.: Project Name: NH-70(9) ROUTE 70, QUEEN MARY HIGHWAY, INTERSECTION IMPROVEMENTS Date: 06/09/05 Item Item Item No. Unit Description Quantity Unit Price Amount Schedule: A 63501 LPSM TEMPORARY TRAFFIC CONTROL Virgin Islands Paving, Inc. ALL 40,000.00 40,000.00 Tip Top Construction 35,000.00 35,000.00 ENGINEER'S ESTIMATE 24,000.00 24,000.00 63611A EACH RELOCATE LUMINAIRE Virgin Islands Paving, Inc. 7 3,500.00 24,500.00 Tip Top Construction 1,100.00 7,700.00 ENGINEER'S ESTIMATE 2,400.00 16,800.00 63615 EACH TRAFFIC DETECTOR WIRE LOOP Virgin Islands Paving, Inc. 9 2,300.00 20,700.00 Tip Top Construction 1,095.00 9,855.00 ENGINEER'S ESTIMATE 4,250.00 38,250.00 63641A EACH SIGNAL SYSTEM Virgin Islands Paving, Inc. 1 210,000.00 210,000.00 Tip Top Construction 83,555.00 83,555.00 ENGINEER'S ESTIMATE 80,000.00 80,000.00 63701 EACH FIELD OFFICE Virgin Islands Paving, Inc. 1 25,000.00 25,000.00 Tip Top Construction 18,500.00 18,500.00 ENGINEER'S ESTIMATE 20,000.00 20,000.00 63801 EACH LOCATE UTILITIES Virgin Islands Paving, Inc. 12 500.00 6,000.00 Tip Top Construction 4,500.00 54,000.00 ENGINEER'S ESTIMATE 1,425.00 17,100.00 64912 EACH BUS SHELTER Virgin Islands Paving, Inc. 2 25,000.00 50,000.00 Tip Top Construction 14,500.00 29,000.00 ENGINEER'S ESTIMATE 18,000.00 36,000.00 24 T A B U L A T I O N O F B I D S Project No.: Project Name: A NH-70(9) ROUTE 70, QUEEN MARY HIGHWAY, INTERSECTION IMPROVEMENTS Date: 06/09/05 B I D I T E M C H E C K P A S S Item No. Schedule: Computed Bidder's Extension Extension Bidder No extension errors in this Schedule. 25 T A B U L A T I O N O F B I D S Project No.: Project Name: A NH-70(9) ROUTE 70, QUEEN MARY HIGHWAY, INTERSECTION IMPROVEMENTS Date: 06/09/05 Schedule: 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 Virgin Islands Paving, Inc. 1,909,111.00 1,909,111.00 Tip Top Construction 2,176,315.00 2,176,315.00 The apparent low bidder is 23 % above the engineer's estimate. 26 27 28 29 30 31 32 33 34 35 36 37 38 39 Queen Mary Highway, Proposed Island at Station 15+50 Lt. (East Bound) – Before Queen Mary Highway, Island at Station 15+50 Lt. (East Bound) - After 40 Queen Mary Highway, Proposed Island at Station 16+25 Lt. (West Bound) - Before Queen Mary Highway, Island at Station 16+25 Lt. (West Bound) - After 41 Queen Mary Highway, Sunshine Mall Entrance Sign at Station 18+00 Rt. (Looking North – Before Queen Mary Highway, Sunshine Mall Entrance Sign at Station 18+00 Rt. (Looking North) - After 42 Queen Mary Highway, Existing Culvert at Station 14+75 Rt. (West Bound) – Before Queen Mary Highway, New 24” Pipe Culvert and End Section at Station 18+00 Rt. (West Bound) - After 43 Queen Mary Highway, Proposed Island at Station 18+75 Lt. (East Bound) – Before Queen Mary Highway, Island at Station 18+75 Lt. (East Bound) - After 44 Queen Mary Highway, Proposed Island at Station 17+65 Lt. (West Bound) – Before Queen Mary Highway, Sidewalk and Bus Stop at Station 17+45 Lt. (West Bound) - After 45 Queen Mary Highway, Station 19+50 Rt. (West Bound) – After Queen Mary Highway, Station 19+50 Rt. (West Bound) - After 46 Queen Mary Highway, Sprinkler System, Station: 16+00 Rt. Queen Mary Highway, Sprinkler System, (Pop-up Spray Head) Station: 17+50 Rt. 47