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U.S. Department of Transportation Federal Highway Administration Eastern Federal Lands Highway Division Final Construction Report Project No.: VI 0A30(035) CONTRACT 3 Location: DTFH71-09-C-00027 GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES Description: Widening and reconstruction of Long Bay Road (Route 30), relocation of utilities and other work Submitted by: Recommended by: Approved by: Digitally signed by JOSE L JOSE L DAVID E:::F01808.23 12:21:06 Jose L. David Project Engineer -04'00' 08/23/2018 Date • 1 . d d , , d t Digitally signed by jameel .siddiqi@dot .gov Jamee .SI 1q1@ O .gov DN:cn=jameel.siddiqi@dot.gov Date: 2018.08.23 12:31 :41 ·04'00' Jameel Siddiqi Construction Operations Engineer Thomas J. Sc6'tt, Jr. Construction Engineer Date Date FINAL CONSTRUCTION REPORT PROJECT VI A030(035) CONTRACT 3 GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES INDEX PAGE I. PROJECT DESCRIPTION……………………….………..…… 1 II. PROJECT DATA……………………………………....……..… 1-4 III. CONSTRUCTION..………………………….………....….….... 4-16 IV. CONSTRUCTION ENGINEERING…………………………… 17 V. APPENDIX: Title Sheet/Location Map………………………………....…….. 18-19 Schematic Plan/Typical Sections………………………………… 20-22 Tabulation of Bids……………………………………….……… 23-37 Final Voucher Assembly Final Voucher and Claims Release…………………..… 38-39 Letter of Acceptance from Client……………….….…… 40 Letter of Acceptance from FHWA……………….…...… 41 Materials Certification………….…….……...………….. 42 Final Estimate…………….……..….…….……………… 43-52 Project Photos………………………………….…….…….…….. 53-73 FINAL CONSTRUCTION REPORT PROJECT CT VI- 0A30 (035), CONTRACT 3 ST. THOMAS, U.S. VIRGIN ISLANDS I. PROJECT DESCRIPTION A. Project Number - Project CT VI-0A30(035), Contract 3, was located on Long Bay Road (Route 30), St. Thomas, U.S. Virgin Islands. B. Description of Work – Widen and reconstruct Long Bay Road (Route 30) with asphalt pavement, relocation of utilities, drainage, signal system, concrete curb and gutter sidewalk, street lights and other miscellaneous works. C. Permits – Building Permit - United States Virgin Island Department of Planning and Natural Resources (VIDPNR) issued an extension of Permit No. STT 512-04 with effective date of July 1, 2004, and an expiration date of November 30, 2007. The new expiration date is October 23, 2007. CZM Permit -United States Virgin Island Department of Planning and Natural Resources (VIDPNR) issued a modification of CZM Land Permit No. CZT-12- 03(L) with an application date of June 10, 2003. II. PROJECT DATA A. Specifications – Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-03 (US Customary units) B. Termini – Long Bay Road (Route 30) Construction began at Station 17+00 at intersection with Veteran’s Drive, DeBeltjen Road and Lover’s Lane and continued east to Station 31+50 C. Length – Long Bay Road 0.28 miles Total length 0.28 miles 1 D. Width – Long Bay Road: Consisted of: Two 11-foot lanes on each direction from Station 17+00 to Station 31+50: a total width of 55 feet There are medians located between Station 20+00 and Station 21+85 with a width of 11 feet Station 23+12 to Station 23+87.15: width of 11 feet Station 26+38 to Station 29+40: variable width between 5 and 11 feet Station 30+00 to Station 30+50: width of 5 feet, with turning lanes in all of the other areas. E. Pavement Structure – Long Bay Road received new pavement structures from Station 17+00 to Station 31+50. The pavement structures consisted of roll proofed sub-grade with 8 inches of aggregate base grading C, 6-inch base course of Marshal Hot Asphalt Concrete pavement, Class B, Grading A, and as a surface course, 2 inches of Marshall Hot asphalt concrete pavement class B Grading D. F. Structures – An extension of 91 feet of an 8 feet span, 3 feet rise precast reinforced concrete box culvert was constructed at Station 20+50. G. Contract Number and Date – DTFH71-09-C00027 – September 22, 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 – $5,537,155.00 J. Engineer’s Estimate – $ 6,400,000.00 K. Final Contract Amount – $ 6,116,137.67 2 L. Contract Time – Award Date: September 22, 2009 Notice to Proceed: November 16, 2009 Original Completion date: September 11, 2010 Authorized Extension Granted: CM 0002 120 Days CM 0003 220 Days Revised Completion Date: August 17, 2011 Date Substantially Complete: August, 15, 2011 Date All Work Complete: February, 15, 2012 Liquidated Damages Accessed: None M. Contractor – Island Road Corporation Small Business Concern (SBC) 6501 Red Hook Plaza, Suite 201 Charlotte Amalie, VI 00802-1306 N. Subcontractors – A-9 Trucking P.O. Box 2356 St. Thomas, VI 00803 Concrete removal $247,337.00 Fleming Trucking 148-141 Estate Tutu St. Thomas, VI 00802 $114,555.00 Huggins Trucking P.O. Box 11341 St. Thomas, VI 00801 $121,813.00 Ri-Tech Construction 148-30 Estate Tutu P.O. Box 307056 St. Thomas, VI 00803 Sidewalk, curb and gutter $507,051.00 Precise Builders P.O. Box 6828 St. Thomas, VI 00804-1306 Pavement markings $205,581.00 3 O. Construction Engineering Costs – EFLHD PE Costs: $ 174,168.33 PE/AE $ 23,548.67 EFLHD CE Costs: $ 871,331.71 CI Cost $ 117,071.40 Total Costs: $ 1,186,120.11 Percent of the Final Contract Amount – 19.4 P. Maintaining Agency - Virgin Island Department of Public Works 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) 50.0 mm 100 - 100 25.4 mm 80-100 6 91-100 19.0 mm 64-94 6 88-100 9.5 mm 40-69 6 63-75 4.75 mm 31-54 6 37-49 75 µm 6.0-12.0 3.0 6.8-12.8 (Per MPD) 4 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 Item No. 40201-0800: Hot Asphalt Concrete Pavement, Class B, Grading A. Supplier: Island Road Corporation 6501 Red Hook Plaza, Suite 201 Charlotte Amalie, USVI 00802-1306 Aggregates: Heavy Materials – St. Thomas Quarry 7865 Estate Mariendahl St. Thomas USVI 00802 Bulk Sp/Gr: 2.372 Apparent Sp/Gr: 2.619 Absorption: 0.43 percent LA Abrasion: 13 percent Sodium Sulfate Soundness: .4 percent Asphalt Binder Grade and Source: PG 64-22 Valero Energy Corporation Baltimore, MD Antistripping Additive: Ar Maz Winter Haven, FL Product Name: Adhere LOF 65-00 Antistrip addition Rate (% of total Binder): 0.50 percent 5 Job Mix Design Properties: Allowable Target Value Deviation Specification Sieves (Percent Passing) (Percent) (Percent Passing) 37.5 mm (1 ½”) 100 - 100 25.0 mm (1”) 100 - 97-100 9.5 mm (3/8”) 64 6 58-70 4.75 mm (#4) 52 6 46-58 2.36 mm (#8) 36 4 32-40 600 µm (#30) 18 4 14-22 300 µm (#50) 11 3 8-14 75 µm (#200) 6.0 2.0 4.0-8.0 Asphalt Content – 5.1 (± 0.5) percent of total mix Maximum Theoretical Specific Gravity: 2.456 Dust/Asphalt Ratio: 1.1 Voids in Mineral Aggregate (VMA): 15.3 percent Voids Filled with Asphalt (VFA): 65.0 percent Item No. 40201-1400: Hot Asphalt Concrete Pavement, Class B, Grading D Supplier: Island Road Corporation 6501 Red Hook Plaza, Suite 201 Charlotte Amalie, USVI 00802-1306 Aggregates: Heavy Materials – St. Thomas Quarry 7865 Estate Mariendahl St. Thomas USVI, 00802 Bulk Sp/Gr: 2.619 Apparent Specific Gravity: 2.652 Absorption: 0.8 percent Sodium Soundness: 1.8 percent Sand Equivalent: 60 Asphalt Binder Grade and Source: Pen 60/70 Binder Specific Gravity: 1.034 PDVA Bajo Grande, Venezuela. Antistripping Additive: Ar Maz Winter Haven, FL Product Name: Adhere LOF 65-00 Antistrip addition Rate (% of total Binder): 0.50 percent 6 Job Mix Design Properties: Allowable Target Value Deviation Specification Sieves (Percent Passing) (Percent) (Percent Passing) 19.0 mm (3/4”) 100 - 100 12.5 mm (1/2”) 99 - 97-100 4.75 mm (#4) 65 6 59-71 2.36 mm (#8) 42 6 36-48 600 µm (#30) 19 4 15-23 300 µm (#50) 13 3 10-16 75 µm (#200) 6.0 2.0 4.0-7.0 Asphalt Content – 5.3 (± 0.5) percent of total mix Maximum Theoretical Specific Gravity: 2.451 Dust/Asphalt Ratio: 1.1 VMA: 14.5 percent VFA: 63.5 percent Item No. 55201-0200: Structural Concrete Class A (A/E) – for headwall 8 x 3 feet headwall and utility Supplier: Heavy Materials – St. Thomas Quarry 7865 Estate Mariendahl St. Thomas USVI, 00802 Mix Requirements: Minimum Strength – 5200 pounds per square inch (psi) in 28 days Minimum Cement Content – 611 pounds per cubic yard (pcy) Maximum Water/Cement Ratio – 0.44 Maximum Slump – 4.0 inch Max Minimum Air Content – 5.0 percent Portland cement: AASHTO C150 Type I Caricement 650 pcy Holcim Cement ± 1 % Puerto Cumarebo, Venzuela. 644 – 657 Fine Aggregate: Fine Sand (ASTM C33) 600 pcy Argos, Colombia ± 2 % 588 – 612 Coarse Sand 1,050 pcy Brookman Quarry, STT ± 2 % 1,029 – 1,071 7 Course Aggregate: Crushed Stone (AASHTO C33 No. 56) 1,200 pcy Brookman Quarry, STT ± 2 % 1,176 – 1,224 Crushed Stone (ASTM C33 No. 8) 100 pcy Brookman Quarry, STT ± 2 % 98 – 102 Water: Brookman Quarry, STT 281 pcy ± 1 % 278 – 284 Air Entrainment: (ASTM C260) 1.0 oz/cwt BASF Masterbuilders AE 90 ± 3 % Cleveland, OH 0.97 – 1.03 Water Reducer: Polyheed 774R 6.0 oz/cwt BASF Masterbuilders ± 3 % Cleveland, OH 5.82 – 6.18 Water Reducer, Glenium 30303N S 10.0 oz/cwt High Range: BASF Masterbuilders ± 3 % Cleveland, OH 9.70 – 10.30 Item No. 60201-0400: 12-inch Pipe Culvert. Item No. 60201-0500: 15-inch Pipe Culvert. Item No. 60201-0600: 18-inch Pipe Culvert. Item No. 60201-0800: 24-inch Pipe Culvert. Supplier: Atlantic Pipe Corp. Carr 14 Street 2 Juana Diaz, PR, 00795 Item No. 60901-1700: Curb, Concrete, 18-inch depth Item No. 60902-1300: Curb and Gutter, Concrete, 15-inch depth Item No. 61501-0100: Sidewalk, Concrete. Item No. 61504-1000: Accessibility Ramp, Concrete Are from the same mix as item No. 55201-0200 structural concrete class A (A/E) with added synthetic structural fiber reinforcement Supplier: Grace Construction Products Whithermore Avenue Cambridge, MA 02140 8 Fiber reinforcement: Strux 90/40 4.0 pcy Specific Gravity: 0.92 pcy Modulus of elasticity 1,378 Ksi Tensile Strength 78 Ksi B. Experimental or New Features – None C. Changes and Problems – 1. Changes Contract Modification (CM) No. 0001 This contract modification was issued as a unilateral contract modification to incorporate the subsection 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. 0002 was issued to address three issues that arose during the performance of the contract work. The first issue concerned the existing overhead utilities and electrical cables along the north side of Long Bay Road (LBR). These overhead utilities were in direct conflict with the installation of proposed street lighting along the north side and with the traffic signal system at the entrance to Yacht Heaven Grande. In addition, overhead cables were also in direct conflict with the proposed palm trees along north side as part of landscape and irrigation work on Contract 4. The conflicting overhead cables could not be removed unless underground utility grid was installed first. However, contract plans for the LBR project did not have provision for the installation of underground electrical and communication grids (power, phone, cable, internet, etc.). On previous projects, (Veteran’s Drive and Centerline Road & Extension), the underground utility grid work was included as part of the contract in order to remove existing overhead cables and poles in the area. For Contract 3, underground utility grid work was not included in the project work. To resolve this problem, several meetings were held between EFLHD, Virgin Islands’ Department of Public Works (VIDPW), and local utility companies. As a result, it was clear that local utility companies were unable to execute this work. In order to remove existing overhead utility cables and install proposed street lights and signals, VIDPW verbally requested EFLHD to include the underground utility work as part of Contract 3. This verbal request was followed by a letter dated May 4, 2010, from the Commissioner of VIDPW requesting EFLHD to execute a contract modification in order to install underground utility conduits as part of VI 0A30 (35) Contract 3. This CM created several new pay items for the installation of underground electrical and communication conduits with concrete encasement, manholes, and connection units including concrete encasement, rigid conduits at the risers according to the USVI code. 9 The second issue concerned adjustment, increase, of the quantity of three existing items (reinforcing steel, curb& gutter, and sidewalk). The final issue concerned contract time. This contract action increased the total dollar amount for the project and changed the completion date from September 11, 2010, to January 9, 2011. Net contract increase = $985,016.40 Contract time increase = 120 calendar days. CM No. 0003 was issued as a bilateral contract modification to address several issues that arose during the performance of the contract. The first issue concerned redesign of traffic signals and street lighting system. Original contract called for 110 mph design winds for traffic signals and street lights but USVI required 145 mph winds to withstand hurricane winds, as per AASHTO. This CM equitably compensated the contractor to submit wind design changes for the traffic signals and street lights. The second issue concerned construction of a new reinforced block wall in front of the Yacht Haven Grande (YHG) property. DPW requested that a new wall similar to the wall on the left side be built in front of the YHG property. The third issue concerned FHWA field office. The original contract time was 300 days but due to time extensions granted by the Government (due to issues beyond the control of the contractor), contractor incurred additional expenses beyond the 300-day bid price. This CM equitably compensated the contractor for the additional costs associated with the FHWA field office. The fourth issue concerned reduction of the quantity of an existing item (removal of pavement, concrete). The fifth issue concerned contract time. Contractor requested 220-day extension and this CM changed the completion date from January 9, 2011, to August 16, 2011. The underrun for pavement removal item compensated for the new items and overall there was a net reduction in the contract amount. Net contract decrease = $21,116.28 Contract time increase = 220 days. CM No. 0004 (Final): This contract modification was issued to adjust the quantities of existing items. The contractor did not request an equitable adjustment of the unit price of those items with significant (+ 15%) changes. Net contract change $(384,917.45) No change in contract time Significant Overruns and Underruns Schedule A Item 15705-0100: Soil Erosion Control, Silt Fence (Wire Backed) underran by 100 percent due to adjustments made to match existing field conditions. 10 Item 15706-1100: Soil Erosion Control, Inlet protection underran by 100 percent due adjustments made to match existing field conditions. Item 20220-1000 Removal of Individual Tree overran by 15 percent due to adjustments made to match existing field conditions. Item 20301-2400 Removal of Sign overran by 75 percent. DPW requested reconfiguration of through and turning lanes to ease traffic at the Lovers Lane, Long Bay Road, and Veterans Drive intersection. Turn lane lengths were increased to provide more storage area for the turning traffic and ease congestion for the through traffic. Item 20302-0100 Removal of Box Culvert overran by 17 percent due to adjustments made to match existing field conditions. Item 20302-0200 Removal of Curb, Concrete (and Gutter) overran by 154 percent due to changes made to the alignment of the previously constructed intersection of Lover’s Lane, Veterans Drive and Long Bay Road and due to adjustments made to match existing field conditions. Item 20302-0900 Removal of Fence, Chain Link underran by 100 percent due to the fact that no chain link was found within the project limits. Item 20302-2100 Removal of Pipe Culvert underran by 74 percent due to adjustments made to match existing field conditions. Item 20302-2300 Removal of Waterline (Salt Water) underran by 86 percent due to adjustments made to match existing field conditions. Item 20303-2300 Removal of Pavement, Concrete underran by 91 percent due to adjustments made to match existing field conditions. Item 20302-3200 Removal of Sidewalk, Concrete overran by 45 percent due to changes to the intersection of Lover’s Lane and damages inflicted by Utility companies. Item 20303-3600 Removal of Wall underran by 26 percent due to adjustments made to match existing field conditions. Item 20315-0000: Sawcutting Pavement overran by 301 percent to address the construction of the median islands and temporary traffic control issues throughout the project. Item 20401-0000 Roadway Excavation underran by 37 percent due to adjustments made to match existing field conditions. 11 Item 20701-1200 Earthwork Geotextile, Type IV-A overran by 172 percent due to adjustments made to match existing field conditions. Item 25101-3000 Placed Riprap, Class 3 overran by 16 percent due to adjustments made to match existing field conditions. Item 40201-0800 Hot Asphalt Concrete Pavement, Marshall Test, Class B, Grading C underran by 18 percent; this quantity was overestimated Item 30101-4000 Aggregate Base Grading C or D overran by 52 percent due to adjustments made to match existing field conditions Item 40201-1300 Hot Asphalt Concrete Pavement, Marshall Test, Class A, Grading E Type 3 Pavement Smoothness overran by 32 percent due to adjustments made to match existing field conditions. Item 50102-0100 Plain Rigid Pavement, 6-inch Depth, Type A Smoothness overran by 215 percent due to adjustments made to match existing field conditions. Item 55201-0200 Structural Concrete, Class A (AE) (For Headwall for 8 Foot by3 Foot Box Culvert) overran by 22 percent due to adjustments made to match existing field conditions. 55201-0200 Structural Concrete, Class A (AE) (Utility) underran by 70 percent due to adjustments made to match existing field conditions. 55401-1000 Reinforcing Steel overran by 81 percent due to changes made to install underground utility systems manholes. 60102-0000 Concrete, Reinforced Block Wall overran by 22 percent due to changes made to match existing field conditions. Item 60201-0400 12-inch Pipe Culvert underran by 38 percent due to adjustments made to match existing field conditions. Item 60201-0500 15-inch Pipe Culvert underran by 46 percent due to adjustments made to match existing field conditions. Item 60201-0600 18-inch Pipe Culvert overran by 28 percent due to adjustments made to match existing field conditions. Item 60201-0800 24-inch Pipe Culvert underran by 50 percent due to adjustments made to match existing field conditions. 12 Item 60401-1000 Manhole, Type 1 underran by 100 percent due to adjustments made to match existing field conditions. Item 60401-3000 Manhole, Type 3 underran by 100 percent due to adjustments made to match existing field conditions. Item 60404-3000 Catch Basin, Type 3 overran by 63 percent due to adjustments made to match existing field conditions. Item 60405-0000 Manhole Adjustment (Reconstruct) overran by 60 percent due to adjustments made to match existing field conditions. Item 60405-0000 Manhole adjustment underran by 15 percent due to adjustments made to match existing field conditions. Item 60901-1700 Curb, Concrete, 18-inch Depth overran by 17 percent due to adjustments made to match existing field conditions. Item 61102-0450 3/4-inch Waterline, Polyvinyl Chloride (PVC) Schedule 80 (Utility) underran by 100 percent; Item was not needed in the project. Item 61102-0700 1-inch Waterline, Polyvinyl Chloride (PVC) Schedule 80 (Utility) overran by 226 percent due to adjustments made to match existing field conditions. Item 61102-2750 4-inch Waterline, Ductile Iron (Utility) underran by 100 percent; Item was not needed in the project. Item 61102-3000 6-inch Waterline, Ductile Iron (Utility) underran by 100 percent; Item was not needed in the project. Item 61102-3250 8-inch Waterline, Ductile Iron (Utility) overran by 66 percent due to adjustments made to match existing field conditions. Item 61104-0400 Valve, Gate W/Curb Strop (Utility) overran by 100 percent due to adjustments made to match existing field conditions. Item 61104-0700 Valve, Gate, 4-inch (Utility) underran by 100 percent; Item was not used in the project. Item 61107-0000 Water Meter (Utility) underran by 25 percent due to adjustments made to match existing field conditions. Item 61108-1000 Adjust Water Valve (Utility) overran by 200 percent due to adjustments made to match existing field conditions. 13 Item 61202-4000 21-inch Sewer Line, Plastic underran by 50 percent due to adjustments made to match existing field conditions. Item 61504-1000 Accessibility Ramp, Concrete, overran by 53 percent due to changes requested by the client VI DPW to include extra Accessibility ramps within the project. Item 61921-1000 Remove and Reset Fence (Chain Link) underran by 100 percent, item was not used in the project. Item 61921-1000 Remove and Reset Fence (Decorative W/Pillars) underran by 51 percent, due to adjustments made to match existing field conditions. Item 62405-0100 Placing conserved topsoil, 2-inch depth underran by 82 percent due to Landscape and Irrigation projects 4 and 5 covering most of this work. Item 62502-0000 Turf Establishment underran by 100 percent due to Landscape and Irrigation projects 4 and 5 covering this work. Item 62630-0200 Plantings, Seedlings, Balled and Burlapped underran by 100 percent due to Landscape and Irrigation projects 4 and 5 covering this work. Item 63304-0900 Signs, aluminum Panels, Type 3 Sheeting overran by 58 percent due to changes made to the intersection of Lover’s Lane, Veterans Drive and Long Bay Road as well as extra signs requested by the client the VI DPW throughout the project. Item 63401-1500 Pavement Markings, Type H Solid overran by 109 percent due to adjustments made to match existing field conditions. Item 63401-1600 Pavement Markings, Type H Broken overran by 22 percent due to quantities underestimated. Item 63403-0800 Pavement Markings, Type H (Arrow/Word) overran by 127 percent due to changes made to the intersection of Lover’s Lane, Veterans Drive and Long Bay Road. Item 63502-1300 Temporary Traffic Control, Drum underran by 100 percent, item was not used in the project. Item 63502-1700 Temporary Traffic Control, Warning Light Type C underran by 100 percent as item was not used in the project. Item 63503-0550 Temporary Traffic Control, Moving Water-Filled Barrier overran by 66 percent due to adjustments made to match existing field conditions. 14 Item 63503-0700 Temporary Traffic Control, Pavement Markings underran by 17 percent due to adjustments made to match existing field conditions. Item 63503-0800 Temporary Traffic Control, Pavement Markings Removal underran by 91 percent due to adjustments made to match existing field conditions. Item 63504-1000 Temporary Traffic Control Construction Sign underran by 55 percent due to adjustments made to match existing field conditions. Item 63506-0400 Temporary Traffic Control, Police Officer underran by 100 percent as item was not used in the project. Item 63506-0500 Temporary Traffic Control, Flagger underran by 13 percent due to adjustments made to match existing field conditions. Item 63606G CM#002, 09/07/10; Conduit, 3-inch (Schedule 40) complete with trenching concrete encasement, warning tape and backfill overran by 192 percent due to adjustments made to match existing field conditions. Item 63607 CM #002, 09/07/10; JN 4 AWG Copper Stranded XLP Conductor underran by 48 percent; quantity was overestimated by the Utility companies. Item 63610-2200 Conduit, 3-inch PVC (Schedule 80) underran by 86 percent as Item was substituted by the more economical Item 63606G. Item 63610-2800 Conduit, 4-inch PVC (Schedule 80) (Utility) Item was not used on the project as it was substituted by the more economical Item 63606G as requested by the Utilities companies WAPA and Innovative Communications. Item 63610-2800 Conduit, 4-inch, PVC (Schedule 40) overran by 60 percent due to adjustments made to match existing field conditions. Item 63610-2800 CM#002-2800, Conduit 4-inch PVC (Schedule 40) Complete with Trenching, Concrete Encasement, Warning Tape and Backfill, underran by 18 percent, Item was overestimated by Utility companies. Item 63610-3200 Conduit, 6-inch, PVC (Schedule 40) overran by 254 percent item was underestimated. Item 63610-3200 Conduit, 6-inch, PVC (Schedule 80) underran by 100 percent; Item was not used on the project. Item 63610-3200 CM#002 09/09/10; Conduit, 6-inch PVC (Schedule 40) complete with Trenching, Concrete Encasement, Warning Tape and Backfill 15 underran by 21 percent; Item was overestimated by utility companies WAPA and Innovative Communications. Item 63621-1000 Utility Pull Box overran by 86 percent as no utility pull boxes were included into the Landscape and Irrigation Projects Contracts 4 and 5 and contractor was requested to install Pull Boxes for those projects. Item 63623-1000 Manhole, Electrical (Relocate) (Utility), underran by 100 percent as new Electrical Manholes were installed as part of CM#002. Item 63610-3200 CM#002, 09/07/10 Contract Modification Work (Conduit 3- inch Rigid) Underran by 100 percent as Item was not used on the project, Included by mistake of Utility Companies Innovative and WAPA. 2. Problems One of the problem was the existing overhead utilities and electrical cables along the north side of Long Bay Road (LBR). These overhead utilities were in direct conflict with the installation of proposed street lighting along the north side and with the traffic signal system at the entrance to Yacht Heaven Grande. In addition, overhead cables were also in direct conflict with the proposed palm trees along north side as part of landscape and irrigation work on Contract 4. These conflicting overhead cables could not be removed unless underground utility grid was installed first. However, contract did not have provision for the installation of underground electrical and communication grids (power, phone, cable, internet, etc.). To resolve this problem, EFLHD received a written request from the Commissioner of VIDPW to execute a contract modification to install needed underground utility conduits. DPW requested reconfiguration of through and turning lanes to ease traffic at the Lovers Lane, Long Bay Road, and Veterans Drive intersection. Turn lane lengths were increased to provide more storage area for the turning traffic and ease congestion for the through traffic. This reconfiguration helped ease traffic flow through the intersection, which has many movements in several different directions. The problem of traffic management through the intersection was satisfactorily resolved through close field coordination between DPW, Contractor, and EFLHD project engineer. D. Recommendations – None E Claims – None 16 IV. CONSTRUCTION ENGINEERING A. Project Personnel – Jose David, Project Engineer/ COTR Juan Vazquez-Santos, CI (November 2009- September 2010) Helson Roman, Project Engineer assistant /COTR (December 2010-September 2011) B. Contract Inspection – PBS&J Corporation 5665 New Northside drive Suite 400 Atlanta GA, 30328-4617 Rohadfox Construction Control Service Corporation (Sub to PBS&J) 434 Marietta Street, Unit 101 Atlanta GA 30313 C. Other Contacts – Department of Public Works: Wystan Benjamin, DPW Highway program engineer. Jomo L. McClean, DPW/OHE Designs project manager. Marilyn Holmes, DPW/OHE Construction project manager. D. Partnering – Informal partnering was successfully implemented on this project, and a good relationship was maintained between all shareholders. 17 18 19 20 21 22 T A B U L A T I O N O F B I D S Project No.: Project Name: CT VI 0A30(035) C3 LONG BAY ROAD - CONTRACT 3 Contractor Responsive Bid Amount State: County: Opened at: By: Date: VI ST THOMAS VIRGIN ISLANDS DEPARTMENT OF PUBLIC St. Thomas, USVI P. Schaad 08/11/09 Signed: PEGGY SCHAAD Title: CONTRACT SPECIALIST Date: 08/11/09 Contract Awarded to: Island Roads Corporation Date: 09/22/09 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 Suite 201 St. Thomas, VI 00802 5,537,155.00 Tip Top Construction 5064 Mt. Welcome Christiansted, St. C, VI 00820-467 5,825,930.00 Engineer's Estimate 6,400,000.00 23 T A B U L A T I O N O F B I D S Project No.: Project Name: CT VI 0A30(035) C3 LONG BAY ROAD - CONTRACT 3 Date: 08/12/09 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule A 15101-0000 LPSM MOBILIZATION Island Roads Corporation ALL 550,000.00 550,000.00 Tip Top Construction 685,000.00 685,000.00 ENGINEER'S ESTIMATE 759,629.00 759,629.00 15201-0000 LPSM CONSTRUCTION SURVEY AND STAKING Island Roads Corporation ALL 27,500.00 27,500.00 Tip Top Construction 65,000.00 65,000.00 ENGINEER'S ESTIMATE 60,000.00 60,000.00 15401-0000 LPSM CONTRACTOR TESTING Island Roads Corporation ALL 30,000.00 30,000.00 Tip Top Construction 45,000.00 45,000.00 ENGINEER'S ESTIMATE 60,000.00 60,000.00 15705-0100 LNFT SOIL EROSION CONTROL, SILT FENCE (WIRE BACKED) Island Roads Corporation 1,300 6.00 7,800.00 Tip Top Construction 20.00 26,000.00 ENGINEER'S ESTIMATE 7.00 9,100.00 15706-1100 EACH SOIL EROSION CONTROL, INLET PROTECTION TYPE A Island Roads Corporation 12 550.00 6,600.00 Tip Top Construction 1,200.00 14,400.00 ENGINEER'S ESTIMATE 2,415.00 28,980.00 15801-0000 MGAL WATERING FOR DUST CONTROL (1000 gal per mgal) Island Roads Corporation 120 100.00 12,000.00 Tip Top Construction 300.00 36,000.00 ENGINEER'S ESTIMATE 80.00 9,600.00 20102-0000 LPSM CLEARING AND GRUBBING Island Roads Corporation ALL 1,100.00 1,100.00 Tip Top Construction 12,000.00 12,000.00 ENGINEER'S ESTIMATE 6,300.00 6,300.00 20220-1000 EACH REMOVAL, INDIVIDUAL TREE Island Roads Corporation 40 1,650.00 66,000.00 Tip Top Construction 1,000.00 40,000.00 ENGINEER'S ESTIMATE 1,650.00 66,000.00 24 T A B U L A T I O N O F B I D S Project No.: Project Name: CT VI 0A30(035) C3 LONG BAY ROAD - CONTRACT 3 Date: 08/12/09 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule A 20301-0900 EACH REMOVAL OF FIRE HYDRANT (UTILITY) Island Roads Corporation 2 1,100.00 2,200.00 Tip Top Construction 1,200.00 2,400.00 ENGINEER'S ESTIMATE 1,740.00 3,480.00 20301-1400 EACH REMOVAL OF INLET Island Roads Corporation 7 1,100.00 7,700.00 Tip Top Construction 750.00 5,250.00 ENGINEER'S ESTIMATE 630.00 4,410.00 20301-2400 EACH REMOVAL OF SIGN Island Roads Corporation 4 110.00 440.00 Tip Top Construction 450.00 1,800.00 ENGINEER'S ESTIMATE 300.00 1,200.00 20301-2700 EACH REMOVAL OF STRUCTURE , BUS SHELTER Island Roads Corporation 1 2,200.00 2,200.00 Tip Top Construction 6,000.00 6,000.00 ENGINEER'S ESTIMATE 5,000.00 5,000.00 20302-0100 LNFT REMOVAL OF BOX CULVERT Island Roads Corporation 52 165.00 8,580.00 Tip Top Construction 1,200.00 62,400.00 ENGINEER'S ESTIMATE 55.00 2,860.00 20302-0200 LNFT REMOVAL OF CURB , CONCRETE (AND GUTTER) Island Roads Corporation 500 22.00 11,000.00 Tip Top Construction 45.00 22,500.00 ENGINEER'S ESTIMATE 16.00 8,000.00 20302-0900 LNFT REMOVAL OF FENCE, CHAIN LINK Island Roads Corporation 1,000 5.00 5,000.00 Tip Top Construction 10.00 10,000.00 ENGINEER'S ESTIMATE 10.50 10,500.00 20302-2100 LNFT REMOVAL OF PIPE CULVERT Island Roads Corporation 100 55.00 5,500.00 Tip Top Construction 25.00 2,500.00 ENGINEER'S ESTIMATE 27.50 2,750.00 25 T A B U L A T I O N O F B I D S Project No.: Project Name: CT VI 0A30(035) C3 LONG BAY ROAD - CONTRACT 3 Date: 08/12/09 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule A 20302-2300 LNFT REMOVAL OF WATERLINE (SALT WATER) Island Roads Corporation 1,225 33.00 40,425.00 Tip Top Construction 25.00 30,625.00 ENGINEER'S ESTIMATE 30.00 36,750.00 20303-1600 SQYD REMOVAL OF PAVEMENT, ASPHALT Island Roads Corporation 4,500 30.00 135,000.00 Tip Top Construction 20.00 90,000.00 ENGINEER'S ESTIMATE 16.00 72,000.00 20303-2300 SQYD REMOVAL OF PAVEMENT, CONCRETE Island Roads Corporation 4,500 35.00 157,500.00 Tip Top Construction 25.00 112,500.00 ENGINEER'S ESTIMATE 21.00 94,500.00 20303-3200 SQYD REMOVAL OF SIDEWALK, CONCRETE Island Roads Corporation 1,400 20.00 28,000.00 Tip Top Construction 20.00 28,000.00 ENGINEER'S ESTIMATE 16.00 22,400.00 20303-3600 SQYD REMOVAL OF WALL Island Roads Corporation 780 27.50 21,450.00 Tip Top Construction 85.00 66,300.00 ENGINEER'S ESTIMATE 190.00 148,200.00 20315-0000 LNFT SAWCUTTING PAVEMENT Island Roads Corporation 200 11.00 2,200.00 Tip Top Construction 18.00 3,600.00 ENGINEER'S ESTIMATE 7.00 1,400.00 20401-0000 CUYD ROADWAY EXCAVATION Island Roads Corporation 3,750 75.00 281,250.00 Tip Top Construction 85.00 318,750.00 ENGINEER'S ESTIMATE 84.00 315,000.00 20701-1200 SQYD EARTHWORK GEOTEXTILE, TYPE IV-A Island Roads Corporation 55 30.00 1,650.00 Tip Top Construction 45.00 2,475.00 ENGINEER'S ESTIMATE 7.50 412.50 26 T A B U L A T I O N O F B I D S Project No.: Project Name: CT VI 0A30(035) C3 LONG BAY ROAD - CONTRACT 3 Date: 08/12/09 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule A 25101-3000 CUYD PLACED RIPRAP, CLASS 3 Island Roads Corporation 40 275.00 11,000.00 Tip Top Construction 300.00 12,000.00 ENGINEER'S ESTIMATE 263.00 10,520.00 30101-4000 TON AGGREGATE BASE GRADING C OR D Island Roads Corporation 3,300 75.00 247,500.00 Tip Top Construction 95.00 313,500.00 ENGINEER'S ESTIMATE 60.00 198,000.00 40201-0800 TON HOT ASPHALT CONCRETE PAVEMENT, MARSHALL TEST, CLASS B, GRADING C Island Roads Corporation 2,950 275.00 811,250.00 Tip Top Construction 255.00 752,250.00 ENGINEER'S ESTIMATE 325.00 958,750.00 40201-1300 TON HOT ASPHALT CONCRETE PAVEMENT, MARSHALL TEST, CLASS A, GRADING E , TYPE 3 PAVEMENT SMOOTHNESS Island Roads Corporation 1,000 275.00 275,000.00 Tip Top Construction 255.00 255,000.00 ENGINEER'S ESTIMATE 325.00 325,000.00 50102-0100 SQYD PLAIN RIGID PAVEMENT, 6-INCH DEPTH, TYPE A SMOOTHNESS Island Roads Corporation 40 132.00 5,280.00 Tip Top Construction 250.00 10,000.00 ENGINEER'S ESTIMATE 230.00 9,200.00 55201-0200 CUYD STRUCTURAL CONCRETE, CLASS A (AE) (FOR HEADWALL FOR 8 FOOT X 3 FOOT BOX CULVERT) Island Roads Corporation 5 1,320.00 6,600.00 Tip Top Construction 1,500.00 7,500.00 ENGINEER'S ESTIMATE 1,260.00 6,300.00 55201-0200 CUYD STRUCTURAL CONCRETE, CLASS A (AE) (UTILITY) Island Roads Corporation 6 1,320.00 7,920.00 Tip Top Construction 1,300.00 7,800.00 ENGINEER'S ESTIMATE 1,260.00 7,560.00 55401-1000 LB REINFORCING STEEL Island Roads Corporation 300 11.00 3,300.00 Tip Top Construction 10.00 3,000.00 ENGINEER'S ESTIMATE 10.50 3,150.00 27 T A B U L A T I O N O F B I D S Project No.: Project Name: CT VI 0A30(035) C3 LONG BAY ROAD - CONTRACT 3 Date: 08/12/09 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule A 60102-0000 SQYD CONCRETE , REINFORCED BLOCK WALL Island Roads Corporation 500 75.00 37,500.00 Tip Top Construction 350.00 175,000.00 ENGINEER'S ESTIMATE 230.00 115,000.00 60201-0400 LNFT 12-INCH PIPE CULVERT Island Roads Corporation 200 220.00 44,000.00 Tip Top Construction 215.00 43,000.00 ENGINEER'S ESTIMATE 210.00 42,000.00 60201-0500 LNFT 15-INCH PIPE CULVERT Island Roads Corporation 224 275.00 61,600.00 Tip Top Construction 235.00 52,640.00 ENGINEER'S ESTIMATE 263.00 58,912.00 60201-0600 LNFT 18-INCH PIPE CULVERT Island Roads Corporation 300 330.00 99,000.00 Tip Top Construction 265.00 79,500.00 ENGINEER'S ESTIMATE 315.00 94,500.00 60201-0800 LNFT 24-INCH PIPE CULVERT Island Roads Corporation 90 550.00 49,500.00 Tip Top Construction 355.00 31,950.00 ENGINEER'S ESTIMATE 525.00 47,250.00 60220-1750 LNFT 8 FEET SPAN, 3 FEET RISE PRECAST REINFORCED CONCRETE BOX CULVERT Island Roads Corporation 80 1,540.00 123,200.00 Tip Top Construction 1,250.00 100,000.00 ENGINEER'S ESTIMATE 1,470.00 117,600.00 60401-1000 EACH MANHOLE, TYPE 1 Island Roads Corporation 3 6,600.00 19,800.00 Tip Top Construction 10,500.00 31,500.00 ENGINEER'S ESTIMATE 7,600.00 22,800.00 60401-3000 EACH MANHOLE, TYPE 3 Island Roads Corporation 4 6,600.00 26,400.00 Tip Top Construction 10,500.00 42,000.00 ENGINEER'S ESTIMATE 6,300.00 25,200.00 28 T A B U L A T I O N O F B I D S Project No.: Project Name: CT VI 0A30(035) C3 LONG BAY ROAD - CONTRACT 3 Date: 08/12/09 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule A 60404-0000 EACH CATCH BASIN (TYPE 2-2B) Island Roads Corporation 1 6,600.00 6,600.00 Tip Top Construction 9,000.00 9,000.00 ENGINEER'S ESTIMATE 4,200.00 4,200.00 60404-0000 EACH CATCH BASIN (TYPE 5) Island Roads Corporation 1 4,400.00 4,400.00 Tip Top Construction 9,000.00 9,000.00 ENGINEER'S ESTIMATE 4,200.00 4,200.00 60404-3000 EACH CATCH BASIN, TYPE 3 Island Roads Corporation 8 4,400.00 35,200.00 Tip Top Construction 7,500.00 60,000.00 ENGINEER'S ESTIMATE 4,200.00 33,600.00 60405-0000 EACH MANHOLE ADJUSTMENT (RECONSTRUCT) Island Roads Corporation 5 550.00 2,750.00 Tip Top Construction 2,500.00 12,500.00 ENGINEER'S ESTIMATE 5,700.00 28,500.00 60405-0000 EACH MANHOLE ADJUSTMENT Island Roads Corporation 20 550.00 11,000.00 Tip Top Construction 1,000.00 20,000.00 ENGINEER'S ESTIMATE 525.00 10,500.00 60407-0000 EACH CAPPING INLETS AND MANHOLES (UTILITY) Island Roads Corporation 1 2,200.00 2,200.00 Tip Top Construction 5,000.00 5,000.00 ENGINEER'S ESTIMATE 3,150.00 3,150.00 60413-0000 LNFT TRENCH DRAIN Island Roads Corporation 35 715.00 25,025.00 Tip Top Construction 200.00 7,000.00 ENGINEER'S ESTIMATE 715.00 25,025.00 60901-1700 LNFT CURB, CONCRETE, 18-INCH DEPTH Island Roads Corporation 1,300 80.00 104,000.00 Tip Top Construction 100.00 130,000.00 ENGINEER'S ESTIMATE 165.00 214,500.00 29 T A B U L A T I O N O F B I D S Project No.: Project Name: CT VI 0A30(035) C3 LONG BAY ROAD - CONTRACT 3 Date: 08/12/09 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule A 60902-1300 LNFT CURB AND GUTTER, CONCRETE, 15-INCH DEPTH Island Roads Corporation 2,450 80.00 196,000.00 Tip Top Construction 135.00 330,750.00 ENGINEER'S ESTIMATE 80.00 196,000.00 61102-0450 LNFT 3/4-INCH WATERLINE, POLYVINYL CHLORIDE (PVC) SCHEDULE 80 (UTILITY) Island Roads Corporation 10 80.00 800.00 Tip Top Construction 100.00 1,000.00 ENGINEER'S ESTIMATE 49.50 495.00 61102-0700 LNFT 1-INCH WATERLINE, POLYVINYL CHLORIDE (PVC) SCHEDULE 80 (UTILITY) Island Roads Corporation 35 110.00 3,850.00 Tip Top Construction 125.00 4,375.00 ENGINEER'S ESTIMATE 55.00 1,925.00 61102-2750 LNFT 4-INCH WATERLINE, DUCTILE IRON (UTILITY) Island Roads Corporation 30 220.00 6,600.00 Tip Top Construction 225.00 6,750.00 ENGINEER'S ESTIMATE 160.00 4,800.00 61102-3000 LNFT 6-INCH WATERLINE, DUCTILE IRON (UTILITY) Island Roads Corporation 20 330.00 6,600.00 Tip Top Construction 235.00 4,700.00 ENGINEER'S ESTIMATE 210.00 4,200.00 61102-3250 LNFT 8-INCH WATERLINE, DUCTILE IRON (UTILITY) Island Roads Corporation 150 440.00 66,000.00 Tip Top Construction 265.00 39,750.00 ENGINEER'S ESTIMATE 275.00 41,250.00 61104-0400 EACH VALVE, GATE W/ CURB STOP (UTILITY) Island Roads Corporation 1 1,100.00 1,100.00 Tip Top Construction 1,450.00 1,450.00 ENGINEER'S ESTIMATE 500.00 500.00 61104-0700 EACH VALVE, GATE, 4-INCH (UTILITY) Island Roads Corporation 1 1,100.00 1,100.00 Tip Top Construction 3,500.00 3,500.00 ENGINEER'S ESTIMATE 840.00 840.00 30 T A B U L A T I O N O F B I D S Project No.: Project Name: CT VI 0A30(035) C3 LONG BAY ROAD - CONTRACT 3 Date: 08/12/09 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule A 61107-0000 EACH WATER METER (UTILITY) Island Roads Corporation 4 2,200.00 8,800.00 Tip Top Construction 2,000.00 8,000.00 ENGINEER'S ESTIMATE 3,750.00 15,000.00 61108-1000 EACH ADJUST WATER VALVE (UTILITY) Island Roads Corporation 2 385.00 770.00 Tip Top Construction 1,550.00 3,100.00 ENGINEER'S ESTIMATE 3,500.00 7,000.00 61109-4000 EACH RELOCATE FIRE HYDRANT Island Roads Corporation 1 3,300.00 3,300.00 Tip Top Construction 6,000.00 6,000.00 ENGINEER'S ESTIMATE 2,200.00 2,200.00 61202-4000 LNFT 21-INCH SEWER LINE, PLASTIC Island Roads Corporation 30 550.00 16,500.00 Tip Top Construction 500.00 15,000.00 ENGINEER'S ESTIMATE 700.00 21,000.00 61501-0100 SQYD SIDEWALK, CONCRETE Island Roads Corporation 1,900 85.00 161,500.00 Tip Top Construction 100.00 190,000.00 ENGINEER'S ESTIMATE 100.00 190,000.00 61504-1000 SQYD ACCESSIBILITY RAMP, CONCRETE Island Roads Corporation 40 200.00 8,000.00 Tip Top Construction 250.00 10,000.00 ENGINEER'S ESTIMATE 300.00 12,000.00 61921-1000 LNFT REMOVE AND RESET FENCE (CHAIN LINK) Island Roads Corporation 22 150.00 3,300.00 Tip Top Construction 20.00 440.00 ENGINEER'S ESTIMATE 25.00 550.00 61921-1000 LNFT REMOVE AND RESET FENCE (DECORATIVE W/ PILLARS) Island Roads Corporation 200 165.00 33,000.00 Tip Top Construction 150.00 30,000.00 ENGINEER'S ESTIMATE 105.00 21,000.00 31 T A B U L A T I O N O F B I D S Project No.: Project Name: CT VI 0A30(035) C3 LONG BAY ROAD - CONTRACT 3 Date: 08/12/09 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule A 62405-0100 SQYD PLACING CONSERVED TOPSOIL, 2-INCH DEPTH Island Roads Corporation 1,700 16.00 27,200.00 Tip Top Construction 19.00 32,300.00 ENGINEER'S ESTIMATE 30.00 51,000.00 62502-0000 SQYD TURF ESTABLISHMENT Island Roads Corporation 1,700 16.00 27,200.00 Tip Top Construction 6.00 10,200.00 ENGINEER'S ESTIMATE 5.00 8,500.00 62630-0200 EACH PLANTINGS, SEEDLINGS, BALLED AND BURLAPPED Island Roads Corporation 6 440.00 2,640.00 Tip Top Construction 2,500.00 15,000.00 ENGINEER'S ESTIMATE 300.00 1,800.00 63304-0900 SQFT SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING Island Roads Corporation 130 85.00 11,050.00 Tip Top Construction 150.00 19,500.00 ENGINEER'S ESTIMATE 145.00 18,850.00 63401-1500 LNFT PAVEMENT MARKINGS, TYPE H, SOLID Island Roads Corporation 2,000 4.00 8,000.00 Tip Top Construction 7.00 14,000.00 ENGINEER'S ESTIMATE 3.50 7,000.00 63401-1600 LNFT PAVEMENT MARKINGS, TYPE H, BROKEN Island Roads Corporation 2,300 4.00 9,200.00 Tip Top Construction 8.50 19,550.00 ENGINEER'S ESTIMATE 3.50 8,050.00 63403-0800 SQFT PAVEMENT MARKINGS, TYPE H (ARROW / WORD) Island Roads Corporation 360 25.00 9,000.00 Tip Top Construction 75.00 27,000.00 ENGINEER'S ESTIMATE 21.00 7,560.00 63502-1300 EACH TEMPORARY TRAFFIC CONTROL, DRUM Island Roads Corporation 20 165.00 3,300.00 Tip Top Construction 250.00 5,000.00 ENGINEER'S ESTIMATE 220.00 4,400.00 32 T A B U L A T I O N O F B I D S Project No.: Project Name: CT VI 0A30(035) C3 LONG BAY ROAD - CONTRACT 3 Date: 08/12/09 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule A 63502-1700 EACH TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C Island Roads Corporation 18 220.00 3,960.00 Tip Top Construction 300.00 5,400.00 ENGINEER'S ESTIMATE 200.00 3,600.00 63502-2000 EACH TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN Island Roads Corporation 2 33,000.00 66,000.00 Tip Top Construction 22,000.00 44,000.00 ENGINEER'S ESTIMATE 66,000.00 132,000.00 63503-0450 LNFT TEMPORARY TRAFFIC CONTROL, WATER-FILLED BARRIER Island Roads Corporation 2,800 55.00 154,000.00 Tip Top Construction 75.00 210,000.00 ENGINEER'S ESTIMATE 150.00 420,000.00 63503-0550 LNFT TEMPORARY TRAFFIC CONTROL, MOVING WATER-FILLED BARRIER Island Roads Corporation 3,300 22.00 72,600.00 Tip Top Construction 50.00 165,000.00 ENGINEER'S ESTIMATE 25.00 82,500.00 63503-0700 LNFT TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS Island Roads Corporation 17,000 2.00 34,000.00 Tip Top Construction 2.00 34,000.00 ENGINEER'S ESTIMATE 3.00 51,000.00 63503-0800 LNFT TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKING REMOVAL Island Roads Corporation 17,000 5.00 85,000.00 Tip Top Construction 2.00 34,000.00 ENGINEER'S ESTIMATE 5.25 89,250.00 63504-1000 SQFT TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN Island Roads Corporation 110 55.00 6,050.00 Tip Top Construction 100.00 11,000.00 ENGINEER'S ESTIMATE 80.00 8,800.00 63506-0400 HOUR TEMPORARY TRAFFIC CONTROL, POLICE OFFICER Island Roads Corporation 670 66.00 44,220.00 Tip Top Construction 40.00 26,800.00 ENGINEER'S ESTIMATE 66.00 44,220.00 33 T A B U L A T I O N O F B I D S Project No.: Project Name: CT VI 0A30(035) C3 LONG BAY ROAD - CONTRACT 3 Date: 08/12/09 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule A 63506-0500 HOUR TEMPORARY TRAFFIC CONTROL, FLAGGER Island Roads Corporation 950 13.40 12,730.00 Tip Top Construction 13.40 12,730.00 ENGINEER'S ESTIMATE 13.40 12,730.00 63601-1000 LPSM SYSTEM INSTALLATION, TRAFFIC SIGNAL (DESIGN \ BUILD) Island Roads Corporation ALL 200,000.00 200,000.00 Tip Top Construction 195,000.00 195,000.00 ENGINEER'S ESTIMATE 450,000.00 450,000.00 63601-2000 LPSM SYSTEM INSTALLATION, LIGHTING Island Roads Corporation ALL 200,000.00 200,000.00 Tip Top Construction 205,000.00 205,000.00 ENGINEER'S ESTIMATE 100,000.00 100,000.00 63610-1600 LNFT CONDUIT, 2-INCH, PVC Island Roads Corporation 2,543 80.00 203,440.00 Tip Top Construction 15.00 38,145.00 ENGINEER'S ESTIMATE 21.00 53,403.00 63610-2200 LNFT CONDUIT, 3-INCH, PVC (SCHEDULE 80) Island Roads Corporation 575 90.00 51,750.00 Tip Top Construction 20.00 11,500.00 ENGINEER'S ESTIMATE 27.50 15,812.50 63610-2800 LNFT CONDUIT, 4-INCH, PVC (SCHEDULE 80) (UTILITY) Island Roads Corporation 1,490 100.00 149,000.00 Tip Top Construction 30.00 44,700.00 ENGINEER'S ESTIMATE 31.50 46,935.00 63610-2800 LNFT CONDUIT, 4-INCH, PVC (SCHEDULE 40) Island Roads Corporation 70 100.00 7,000.00 Tip Top Construction 50.00 3,500.00 ENGINEER'S ESTIMATE 31.50 2,205.00 63610-3200 LNFT CONDUIT, 6-INCH, PVC (SCHEDULE 40) Island Roads Corporation 70 130.00 9,100.00 Tip Top Construction 75.00 5,250.00 ENGINEER'S ESTIMATE 40.00 2,800.00 34 T A B U L A T I O N O F B I D S Project No.: Project Name: CT VI 0A30(035) C3 LONG BAY ROAD - CONTRACT 3 Date: 08/12/09 Item Item Item No. Unit Description Quantity Unit Price Amount Bid Schedule A 63610-3200 LNFT CONDUIT, 6-INCH, PVC (SCHEDULE 80) Island Roads Corporation 70 130.00 9,100.00 Tip Top Construction 150.00 10,500.00 ENGINEER'S ESTIMATE 40.00 2,800.00 63621-1000 EACH UTILITY BOX, PULLBOX Island Roads Corporation 7 825.00 5,775.00 Tip Top Construction 2,200.00 15,400.00 ENGINEER'S ESTIMATE 788.00 5,516.00 63621-3000 EACH UTILITY BOX, JUNCTION BOX (HANDHOLE) (UTILITY) Island Roads Corporation 2 20,000.00 40,000.00 Tip Top Construction 2,000.00 4,000.00 ENGINEER'S ESTIMATE 2,320.00 4,640.00 63623-1000 EACH MANHOLE, ELECTRICAL (RELOCATE) (UTILITY) Island Roads Corporation 1 27,500.00 27,500.00 Tip Top Construction 15,000.00 15,000.00 ENGINEER'S ESTIMATE 6,980.00 6,980.00 63701-0000 EACH FIELD OFFICE Island Roads Corporation 1 44,000.00 44,000.00 Tip Top Construction 25,000.00 25,000.00 ENGINEER'S ESTIMATE 75,000.00 75,000.00 64501-0000 LPSM LOCATE UTILITIES Island Roads Corporation ALL 11,000.00 11,000.00 Tip Top Construction 35,000.00 35,000.00 ENGINEER'S ESTIMATE 20,000.00 20,000.00 64602-2000 LPSM BUILDING, SUPPORT BUILDING (Bus Shelter) Island Roads Corporation ALL 55,000.00 55,000.00 Tip Top Construction 20,000.00 20,000.00 ENGINEER'S ESTIMATE 50,000.00 50,000.00 35 T A B U L A T I O N O F B I D S Project No.: Project Name: CT VI 0A30(035) C3 LONG BAY ROAD - CONTRACT 3 Date: 08/12/09 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 5,537,155.00 5,537,155.00 Tip Top Construction 5,825,930.00 5,825,930.00 The apparent low bidder is 13 % below the engineer's estimate. 36 T A B U L A T I O N O F B I D S Project No.: Project Name: CT VI 0A30(035) C3 LONG BAY ROAD - CONTRACT 3 Date: 08/12/09 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. 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 PROJECT CT VI–0A30(035): LONG BAY ROAD (ROUTE 30) Before After Pictures for final Construction Report Picture 1. Project official sign, Project Funded by the American Recovery and Reinvestement Act. Picture 2. Contractor, Island Roads Corporation (IRC) begins project construction with roadway excavation on South side of Long Bay Road (LBR) in front of Yacht Heaven Grande (YHG). Two new paved lanes (on South side of existing roadway), re-route traffic through new lanes, removal and reconstruction of two existing lanes, curb and sidewalk on North side, new concrete curb, sidewalk, bus shelters, landscaped median, underground drainage system, underground utilities relocation, concrete box culvert, traffic signal and street lights systems are to be constructed as part of the Long Bay Road Improvements Project. 53 PROJECT CT VI–0A30(035): LONG BAY ROAD (ROUTE 30) Before After Pictures for final Construction Report Picture 3. Contractor, IRC, begins project construction with roadway excavation on South side of LBR in front of YHG. View from station 20+50R looking West Picture 4. Contractor, IRC, begins project construction with roadway excavation on South side of LBR in front of YHG. View from station 27+70R looking East 54 PROJECT CT VI–0A30(035): LONG BAY ROAD (ROUTE 30) Before After Pictures for final Construction Report Picture 5. Contractor, IRC, begins project construction with roadway excavation on South side of LBR in front of YHG. View from about station 28+00R looking West Picture 6. Subcontractor, Rinstalling reinforced concrete pipe culverts along the South side of LBR in front of YHG. View from about station 27+70R looking East 55 PROJECT CT VI–0A30(035): LONG BAY ROAD (ROUTE 30) Before After Pictures for final Construction Report Picture 7. Station 20+50R (South side of LBR) Contractor, IRC, after removing existing concrete box culvert proceeded to install new precast 8’x3’ reinforced concrete box culvert on the South side of LBR Picture 8. Station 20+50R (South side of LBR) Contractor, IRC, after removing existing concrete box culvert proceeded to install new precast 8’x3’ reinforced concrete box culvert on the South side of LBR 56 PROJECT CT VI–0A30(035): LONG BAY ROAD (ROUTE 30) Before After Pictures for final Construction Report Picture 9. Station 20+50R (South side of LBR), Contractor, IRC, after removing existing concrete box culvert proceeded to install new precast 8’x3’ reinforced concrete box culvert on the South side of LBR with new reinforced concrete wing walls on the outfall (South) side and will be attached to existing 8’x3’ RC Box Culvert on the North side Picture 10. Station 20+50R (South side of LBR), Contractor, IRC, after removing existing concrete box culvert proceeded to install new precast 8’x3’ reinforced concrete box culvert on the South side of LBR with new reinforced concrete wing walls on the outfall (South) side and will be attached to existing 8’x3’ RC Box Culvert on the North side 57 PROJECT CT VI–0A30(035): LONG BAY ROAD (ROUTE 30) Before After Pictures for final Construction Report Picture 11. Subcontractor. Ri-Tech Inc works on underground drainage and Utiltity systems along the South side of LBR. Picture 12, Utility Owners work on underground utitlites connecting cables, Swith boxes, risers, service, manholes, etc. 58 PROJECT CT VI–0A30(035): LONG BAY ROAD (ROUTE 30) Before After Pictures for final Construction Report Picture 13. Contractor, IRC, seeing installing new underground communications ductbank below ductile iron waterline and electrical ductbank. Picture 14. Contractor seeing installing underground conduits for installation of new traffic signal at the main entrance to YHG 59 PROJECT CT VI–0A30(035): LONG BAY ROAD (ROUTE 30) Before After Pictures for final Construction Report Picture 15. Contractor, IRC seeing installing precast reinforced concrete utilitites manholes Picture 16. Subcontractor, Ri-Tech completed curb and gutter along the Right (South) side of LBR in front of YHG. View from about station 27+00 looking East 60 PROJECT CT VI–0A30(035): LONG BAY ROAD (ROUTE 30) Before After Pictures for final Construction Report Picture 17. Subcontractor, Ri-Tech Seeing pouring new type 3 catch basin along the Right (South) side of LBR in front of YHG. View from about station 24+00 looking West Picture 18. Sucontractor Ri-Tech completed concrete sidewalk, curb and gutter along the South side of LBR and A9 Trucking is seeing placing and compacting aggregate base. 61 PROJECT CT VI–0A30(035): LONG BAY ROAD (ROUTE 30) Before After Pictures for final Construction Report Picture 19. Contractor, IRC seeing placing base asphalt pavement along the Right (South) two lanes of LBR in order to relocate traffic to the two new lanes and begin work on the median and Left (North) side of LBR Picture 20. After relocating traffic to the Right (South) two lanes, Contractor proceeded to remove asphalt pavement, sidewalk, curb and gutter along the Left (North) side of LBRin front of YHG. View from about station 23+00L looking East 62 PROJECT CT VI–0A30(035): LONG BAY ROAD (ROUTE 30) Before After Pictures for final Construction Report Picture 21. After relocating traffic to the Right (South) two lanes, Contractor proceeded to remove asphalt pavement, sidewalk, curb and gutter along the Left (North) side of LBR in front of Pearson Gardens Housing Authority Property. View from about station 25+00L looking West Picture 22. Contractor, IRC seeing removing existing reinforced concrete box culvert on the Left (North) side of LBR at about station 20+50L 63 PROJECT CT VI–0A30(035): LONG BAY ROAD (ROUTE 30) Before After Pictures for final Construction Report Picture 23. IRC works on underground drainage and Utiltity systems along the North side of LBR. View from station 20+20L looking East Picture 24. Subcontractor Ri-Tech seeing building concrete curb for middle island on LBR. View from station 26+35 looking East 64 PROJECT CT VI–0A30(035): LONG BAY ROAD (ROUTE 30) Before After Pictures for final Construction Report Picture 25. Subcontractor Ri-tech seeing relocating the concrete fence for the US VI Police Department Impounding Lot. Picture 26. Contractor working on the Left (North) side of LBR on construction underground utilitites, drainage, Street light and Traffic signal System, concrete curb and gutter, sidewalk, etc. 65 PROJECT CT VI–0A30(035): LONG BAY ROAD (ROUTE 30) Before After Pictures for final Construction Report Picture 27. Subcontractor Ri-Tech seeing building reinforced concrete block wall along the Left (North) side of LBR in front of thein front of Pearson Gardens Housing Authority Property Figure 28. Contractor, IRC, seeing placing Hot Asphalt Concrete Pavement, Marshall Test, Class B, Grading A, (HACP) Binder Course, first 3-inch layer (total 6-inch), on the north lanes (eastbound) of LBR. View from station 24+50L looking West 66 PROJECT CT VI–0A30(035): LONG BAY ROAD (ROUTE 30) Before After Pictures for final Construction Report Picture 29. Contractor, IRC, after completion of sidewalk, curb and gutter and new concrete wall proceeded to pave VIPD impounding lot driveway on the Right (South) side of LBR between stations 18+00R and 19+50R Picture 30. Contractor completed bus shelters along the Right (South) side of LBR view at station 21+50R 67 PROJECT CT VI–0A30(035): LONG BAY ROAD (ROUTE 30) Before After Pictures for final Construction Report Picture 31. Completed project. View from the Right (South) side of LBR at station 25+00R looking West Picture 32. Completed project. View from the Left (North) side of LBR at station 23+00L looking West 68 PROJECT CT VI–0A30(035): LONG BAY ROAD (ROUTE 30) Before After Pictures for final Construction Report ` Picture 33. Completed project. View from the Left (North) side of LBR at station 25+00L looking West Picture 34. Completed projet at the intersection of LBR-Lovers-Lane-Veterans Drive-De Beltjem Rd. View from Lover’s Lane looking South to Veterans Drive. 69 PROJECT CT VI–0A30(035): LONG BAY ROAD (ROUTE 30) Before After Pictures for final Construction Report Picture 35. Completed projet at the intersection of LBR-Lovers-Lane-Veterans Drive-De Beltjem Rd. View from De Beltjem Rd looking East to LBR. Picture 36. New Crosswalk requested by the VI Department of Public Works (DPW) at the exit of Pearson Gardens Housing Project station 29+50 and placed by subcontractor Precise Builders 70 PROJECT CT VI–0A30(035): LONG BAY ROAD (ROUTE 30) Before After Pictures for final Construction Report Picture 37. View of completed project at the Lovers Lane intersection of LBR, Veterans Drive, Lovers Lane and De Beltjem Rd. View from the Right (South) side of LBR station 20+20R looking West Picture 38. View of completed project East end (Mandela Circle Intersection of Centerline Rd. (CLR), CLR extension, Frenchman Bay Road and LBR) from up the hill above Frenchmans Bay Road looking West 71 PROJECT CT VI–0A30(035): LONG BAY ROAD (ROUTE 30) Before After Pictures for final Construction Report Picture 39. View of completed project West end (Lovers Lane Intersection of Veterans Dr, Lovers Lane, De Beltjem Rd and LBR) from up the hill above Frenchmans Bay Road looking West Picture 40. View of completed project West end (Lovers Lane Intersection of Veterans Dr, Lovers Lane, De Beltjem Rd and LBR) from up the hill above Frenchmans Bay Road looking West 72 PROJECT CT VI–0A30(035): LONG BAY ROAD (ROUTE 30) Before After Pictures for final Construction Report Picture 41. View of completed project West end (Lovers Lane Intersection of Veterans Dr, Lovers Lane, De Beltjem Rd and LBR) from up the hill above De Beltjem Rd looking East 73