USVI Public Records

Document text

A Final w St trenacenation C O ra st ru Cc al O 4 pyle a a ministration R rt Eastern Federal Lands e p O Highway Division Project No.: VI Q-NH-73(2), 732(1) Location: Highway 73 and Mon Bijou/Glynn Road, St. Croix Description: Construction of new bridges along Highway 73 and Mon Bijou/Glynn Road over flood control channel. Other work includes road reconstruction, installation of guardrail, drainage, permanent signing and striping. Submitted by Mark L. Mullholand Project Engineer Recommended by: Sols Oe /ze0r! of see athéws Daté struction Operations Engineer Approved by: lait as f x: / 1 VA wil Thomas J. Scott Date’ Constructi6én Engineer a FINAL CONSTRUCTION REPORT PROJECT: VI Q-NH-73(2), 732(1) HIGHWAY 73 AND MON BIJOU/GLYNN ROAD BRIDGES INDEX PAGE PROJECT DESCRIPTION Pee eee eee eee eee rem ee Ree E OREO EE EEE THE OE HEH REE S EES ET TE HOES HHO SN GORE O EEO EE 1-4 PROJECT DATA Pee eRe e eee eee ee Ree ee EEO ET ETE EE RES RES EE PES ET SEE HHO HERES EERE SES SESEETEEESOSOHEF SESE AES CONSTRUCTION ........cccccccceecceseseeeeneetseneeessieeseceneseeneeessssesesiaeeeseeeeseeeeeneeeennnes 4-12 CONSTRUCTION ENGINEERING PPPeUeSTESOESEOTESPOTEOSSCCOSOECr see eee eee 1? ~ APPENDIX: Title Sheet/Location Map rrr rrr errr err ere ert ere eer ee ee eee Tere See tet eee eee eee eee ee 13-14 Typical Sections PET PPSTETTETTTSTRTTRT PET eee Tee eee eee eee eee eee Creer ere errr esses eee 15 16 - 22 Tabulation of Bids Pee nent eee ee eee eee Reena eee ee PEPE ERASE E REE RE SEES E SPEER EE AHE DESH EE EEE S HE SEE E THESES OHES Final Voucher Assembly Final Voucher and Claims Release... cccccccccccccccccecccccceceneeneasceeeaeeeeeeeeseeenaas 23-24 Final Estimate Peer errr rrr err err err errr rer errer rere rrr crete irri 25 - 33 Letter of Acceptance from Cooperating Agency Pree ePerer eee e rere see eer reer eerceercererrsy 34 35 - 36 Letter of Acceptance from FHWA PPUeUUSESOSSOSIOSESETeOOSOUSOSOCOS ESOS ese ee eee eee Materials Certification Pre re reer errr errr errr eee ere C CEC ESTEE CES cree) 37 Project Photographs rere rrr Tre rrr errr rrr rrr rrr rrr terre rrr rrr rr ster ter ere e cree e rc eer 37 - 47 1) 11) FINAL CONSTRUCTION REPORT PROJECT: VI Q-NH-73(2), 732(1) HIGHWAY 73 AND MON BIJOU/GLYNN ROAD BRIDGES PROJECT DESCRIPTION A) B) C) Project Number — Virgin Islands, Project VI Q-NH-73(2), 732(1) was located at Highway 83 and Mon Bijou/Glyn road in St. Croix, U.S. Virgin Islands. Description of Work — This project consisted of the following: Highway 73 — New bridge construction, roadway approaches, |2-inch waterline, guardrail, signing, striping, and other work. Mon Bijou/Glynn Road — New bridge construction, roadway approaches guardrail, signing, striping, and other work. Environmental Considerations — The Federal Highway Administration (FHWA) determined that the project met the requirements of a Class II Action (Categorical Exclusion) under the National Environmental Policy Act (NEPA) of 1969 by letter dated June 23, 2005. PROJECT DATA A) B) C) Specifications — Standard Spccifications for Construction of Roads and Bridges on Federal Highway Projects, FP-96. Termini — Highway 73 — Station 201+11 to 207+59 Mon Bijou/Glynn Road — Station 95+25 to 111+65 Length — Highway 73 - 648 fect Mon Bijou/Glynn Road — 1,640 feet Total length: 2,288 feet D) E) G) H) LY) Width — Highway 73 — two 12-foot lanes Mon Bijou/Glynn Road — two 12-foot lanes Pavement Structure — Highway 73 — 8 inches of aggregate base grading C or D 2.5 inches of hot asphalt concrete pavement, Class B, Grading D 1.5 inches of hot asphalt concrete pavement, Class B, Grading E Mon Bijou/Glynn Road — 8 inches of aggregate base grading C or D 2.5 inches of hot asphalt concrete pavement, Class B, Grading D 1.5 inches of hot asphalt concrete pavement, Class B, Grading E Structures — Highway 73 Bridge — 145.81 feet long 38 feet — 11 inches wide Concrete deck/slab bridge consisting of 4 spans cast in place Abutments and piers on spread footings. Mon Bijou/Glynn Road Bridge — 320.00 feet long 40 feet — 4 inches wide Concrete beam bridge consisting of 5 spans cast in place Contract Number and Date — DTFH71-05-C-00030 - September 13, 2005 Contracting Officers — Melisa L. Ridenour Division Engineer Donald W. Miller Director, Project Delivery Wanda A. Peffer Contracting Officer Thomas J. Scott, Jr. Construction Engineer James M. Mathews Construction Operations Engineer Contract Bid Amount — $4,069,200.00 J) K) L) M) N) Engineer’s Estimate — $3,650,000.00 Final Contract Amount — $4,696,929.19 Contract Time — Date of Award: September 13, 2005 Notice to Proceed: October 31, 2005 Original Completion Date: September 4, 2007 Extensions Granted: 388 calendar days Revised Completion Date: September 26, 2008 Substantial Completion Date: September 26, 2008 Date of Final Completion: September 26, 2008 Contractor — Virgin Islands Paving, Inc. 13-GA Estate Bethlchem, Kingshill St. Croix, VI 00851 Subcontractors ~ Addison Construction & Maintenance, Inc. — Structural concrete for bridge foundations Concrete bridge railing (with steel handrail) 30-inch pipe culvert Guardrail Barbed wire fence and gate Chain link fence and gate Sign installation Clearing and grubbing Original contract amount - $480,325.70 Final contract amount - $530,473.52 Lake’s Trucking/Equipment Rental & Road Striping — Thermoplastic pavement markings Original contract amount - $8,466.00 Final contract amount - $15,891.18 A & J Fencing — Chain link fencing Original contract amount - $8,500.00 Final contract amount - $12,990.18 SBC SBC/DBE LBC LBC II] O) Construction Engineering Costs — EFLHD PE Costs: $ 255,479.50 EFLHD CE Costs: _$1,561,754.98 Total Costs: $1,817,234.48 Percent of Final Contract Amount: 38.7 percent P) Maintaining Agency — Virgin Islands Department of Public Works — St. Croix CONSTRUCTION A) Materials ~ Item 30101Z, Aggregate Base, Grading C or D Supplied by Heavy Materials from their St. Croix, Virgin Islands quarry Maximum Dry Density = 139.7 pounds per cubic foot Optimum Moisture = 6.4 percent Target Value Target Range Value Allowable Specification (Percent (Percent Deviation (Percent Sieves Passing) Passing) (Percent) Passing) 50.0 mm (2”) 100 100 - 100 25 mm (1) 80-100 94 +46 88-100 19. mm (3/4”) 64-94 86 +6 80-92 9.5 mm (3/8) 40-69 69 +6 63-75 4.75 mm (#4) 31-54 51 +6 45-57 75 uw (#200) 4.0-7.0 13.4 +3 16.4 Item 40101BD, Hot Asphalt Concrete Pavement, Class B, Grading D and Item 40101BED, Hot Asphalt Concrete Pavement, Class B, Grading E Supplied by Virgin Islands Paving, Inc., from their St. Croix, Virgin Islands plant Design Asphalt Content = 4.8 percent Theoretical Maximum Density = 156.2 pounds per cubic foot Liquid AC ~ Grade Pen 60/70 Supplied by PVDSA Petroleo, S.A. Bajo Grande Port, Venezuela Coarse Aggregate (467-10 stone) supplied by Heavy Materials St. Croix, VI Specific Gravity = 2.726 grams per cubic centimeter Fine Aggregate (#10 stone dust) supplied by Heavy Materials St. Croix, V1 Specific Gravity = 2.809 grams per cubic centimeter Medium Aggregate (#8 stone) supplied by Heavy Materials St. Croix, VI — Specific Gravity = 2.748 grams per cubic centimeter Item 55201F, Structural Concrete, Class A Supplied by Heavy Materials from their St. Croix, Virgin Islands plant Design Strength = 4,000 psi Actual Average Concrete Strength = 4,408 psi Cement (Cemento Caribe Type 1) Supplied by Holcim Cement Puerto Cumarebo, Venezuela Fine Aggregate #1 (Barbuda Sand) from Barbuda Fine Aggregate #2 (Manufactured Coarse Sand) Supplied by Heavy Materials St. Croix, Virgin Islands Coarse Aggregate #1 (#57 Crushed Stone) Supplied by Heavy Materials St. Croix, Virgin Islands Coarse Aggregate #2 (#8 Crushed Stone) Supplied by Heavy Materials St. Croix, Virgin Islands Water supplied from Springfield Quarry in St. Croix, Virgin Islands Air Entrainment (Conplast PA 21) supplied by Fosroc Water Reducer (Conplast RP 264) supplied by Fosroc Water Reducer, High Range (Conplast SP 430) supplied by Fosroc Hydration Stabilizer (Delvco ESC) Supplied by Master Builders Cleveland, Ohio B) C) Target Value Allowable (Percent Deviation Specification Sieves Passing) (Percent) (Percent Passing) 19.0 mm (3/4”) 100 100 12.5 mm (1/2”) 97 97-100 9.5 mm (3/8”) 92 4.75 mm (#4) 62 +6 56-68 2.36mm (#8) 4] +6 35-47 1.18 mm (#16) 28 +6 600 um (#30) 22 +4 18-26 300 um (#50) 17 +3 14-20 75 um (#200) 10.9 +2 8.9-12.9 Item 55401, Reinforcing Steel Supplied by Gerdau Ameristeel Jacksonville, Florida Experimental or New Features — None Changes and Problems — ) Changes Contract Modification (CM) No. 001 addressed the reduction of the scope of the archeological monitoring required during excavation for the bridge footings; the placement of 3,000 psi concrete below both Highway 73 bridge abutment footings to provide for adequate bearing capacity; and the placement of 3,000 psi concrete below all bridge pier footings for both bridges to provide for scour protection. The contract amount increased by$91,459.39. This CM has no affect on contract time. CM No. 002 increased the contract time by 13 calendar days because of the work added under CM No. 001, thus changing the contract completion date to September 17, 2007. This CM had no affect on contract amount. CM No. 003 changed the typical pavement structure for both the permanent roadways and the temporary detour road because the structure specified in the original plans was inadequate. This CM also changed the detail of the barbed wire fence in the contract to meet the local USDA standards and increased the contract time by 35 working days due to a worldwide cement shortage that delayed the construction of the new bridges. As a result of this time extension, the contract completion date changed from September 17, 2007, to October 22, 2007. This CM increased the contract amount by $495.00. 6 CM No. 004 compensated the Contractor for the labor, materials, and time lost because the pier caps for all 4 piers for the Mon Bijou/Glynn Road Bridge had to be redesigned. The contract amount increased by $8,001.34. This CM also added 20 calendar days to the contract, changing the compiction date to November | 1, 2007. CM No. 005 addressed the following issues: 1) The Contractor’s approved falsework drawings did not indicate where the falsework would be staged; therefore, FHWA assumed 100 percent of the falsework would be installed prior to placing the concrete for the superstructure. With assistance from EFLHD’s Bridge Engineer, a staging sequence was developed and approved. 2) The original contract assumed that 100 percent of the flood control channel work performed by the Army Corps of Engineers would be completed prior to the construction of the bridges. The projects overlapped and were done by the same contractor. The drop structures and other miscellaneous items of work in the vicinity of the bridges were deleted from the Army Corps of Engineer’s project and added to the bridge project. 3) A class 3 riprap was placed to line the floor of the flood control channel directly under and immediately upstream of the Highway 73 Bridge. As a result of these changes, the contract amount increased by $388,673.98. This CM also added 166 calendar days to the contract, changing the completion date to April 25, 2008. CM No. 006 increased the quantities of various existing contract items that had overrun, thus adding $53,430.80 to the contract amount. This CM had no affect on contract time. CM No. 007 added the construction of a new 12-inch waterline onto the new Highway 73 Bridge. The plans erroneously stated “Future Waterline to be installed by Others.” This new item increased the contract amount by $64,560.00. CM No. 007 also extended the contract by 91 calendar days, thus changing the completion date to July 25, 2008. CM No. 008 added tie-backs and a gabion basket slope stabilization system to stabilize the steep slope at the northwest corner of the Mon Bijou/Glynn Road Bridge and increased the quantities of various existing contract items that had overrun. These changes resulted in an increase of $78,561.78 to the contract. This CM also increased contract time by 21 calendar days, for a new completion date of August 15, 2008. 7 CM No. 009 adjusted, increased or decreased, the quantities of several existing contract items that had overrun or underrun and assessed a pay factor of 96 percent to the following three pay items because of failing test results: [tem 30101Z, Aggregate Base, Grading C or D Item 40101BD, Hot Asphalt Concrete Pavement, Class B, Grading D Item 40101BED, Hot Asphalt Concrete Pavement, Class B, Grading E, Type 4 Pavement Smoothness This CM decreased the contract amount by $57,453.10 and extended contract time by 42 calendar days, changing the contract completion date to September 26, 2008. Summary of Significant Overruns and Underruns Item 20101, Clearing and Grubbing - Significant clearing and grubbing at the Mon Bijou/Glynn Road site was anticipated during design, but none was required, This item underran by 1.25 acres, or 83.3 percent of the original contract amount. Item 20303PA, Removal of Asphalt Pavement - It was anticipated that all existing asphalt pavement would be removed. However, the only pavement that was removed was where the height of embankment placed was less than 2 feet. This resulted in a decrease of 2,691.28 square yards, or 67.3 percent. Item 20409, Embankment Construction - Due to an error in the contract plans, the original contract quantity was increased from 3,700 to 4,900 cubic yards on CM No. 003 to provide for an increase in asphalt thickness for the permanent roadway and the temporary detour roadway. CM No. 006 further increased the quantity from 4,900 to 5,400 cubic yards to meet the plan finished grades as existing survey information was in error. The quantity was again (incorrectly) increased on CM No. 008 from 2,100 to 2,400 cubic yards (actual increase was from 5,400 to 5,700 cubic yards — see last paragraph of this section) for additional slope stabilization at the Mon Bijou/Glynn Road bridge. Final quantity of 7,272 cubic yards included the 1,571 cubic yards from Item 20409, Embankment Construction (For Levee Construction). Total overrun was 3,572 cubic yards, or 96.5 percent of the original contract amount. Item 20409, Embankment Construction (For Levee Construction) - When the Contractor took cross sections to determine the final quantity of embankment for payment, they included the quantity for the levee. Most of the levee quantity was included in the roadway embankment quantity (see above item). Total underrun was 1,571 cubic yards, or 74.8 percent. Item 20409, Embankment Construction (Levee Fill) - CM No. 005 added this item, with a quantity of 414.81 cubic yards, to the contract to perform work transferred from the Army Corps of Engineers flood control channel project. When the Contractor took cross sections to determine the final quantity of embankment for payment, they included the quantity for the levee. The quantity for this item underran by 414.81 cubic yards, or 100 percent of the original CM amount. Item 20701DA, Earthwork Geotextile, Type IV-A - CM No. 005 added this item, with a quantity of 3,889 square yards, to the contract to perform work transferred from the Army Corps of Engineers flood control channel project. CM No. 008 further increased the quantity from 3,889 to 4,270 cubic yards for additional slope stabilization at the Mon Bijou/Glynn Road Bridge. Actual quantity necessary for project completion was 4,785 square yards. The quantity for this item overran by 896 square yards, or 23 percent of the original CM amount. [tem 20801, Structure Excavation - The original contract quantity was increased from 1,748 to 2,081.7 cubic yards on CM No. 001 for placement of concrete below bent footings for increased bearing capacity. CM No. 008 further (incorrectly) increased the quantity from 1,748 to 2,048 cubic yards (actual increase was from 2,081.7 to 2,381.7 cubic yards — sec last paragraph of this section) for additional slope stabilization at the Mon Bijou/Glynn Road bridge. Final quantity was 2,369.62 cubic yards, an overrun of 621.62 cubic yards, or 35.5 percent of the original contract amount. Item 21101, Roadway Obliteration - Due to right-of-way problems, the temporary detour road as depicted in the original plans was shortened, resulting in less of it to remove. The original contract quantity of 4,250 square yards underran by 2,315 square yards, or 54.47 percent. {tem 25101B, Placed Riprap, Class 2 - The original contract quantity of 15 cubic yards was increased to 59 cubic yards on CM No. 008 to prevent erosion of the ditch line by runoff water from Station 98+65 to Station 102+50 left, Mon Bijou/Glynn Road Bridge. Final quantity was 53.67 cubic yards, an overrun of 38.67 cubic yards, or 257.8 percent. Item 25101C, Placed Riprap, Class 3 (Under Bridge Deck) - CM No. 005 added this item, with a quantity of 197 cubic yards, to the contract to line the floor of the flood control channel to protect the bridge piers from scour. This item underran by 37 cubic yards, or 18.8 percent of the original CM amount. Item 25303, Gabions, Galvanized or Aluminized Coated - CM No. 005 added this item, with a quantity of 1,366.22 cubic yards, to the contract to perform work transferred from the Army Corps of Engineers flood control 9 channel project. CM No. 008 further increased the quantity from 1,366.22 to 1,493.22 cubic yards for additional slope stabilization at the Mon Bijou/Glynn Road Bridge. Actual quantity necessary for project completion was 1,519.11 cubic yards. The quantity for this item overran by 152.89 cubic yards, only 11.2 percent of the original CM amount, but a net increase of $27,650.15. Item 30101Z, Aggregate Base, Grading C or D - The original contract quantity was increased from 1,910 tons to 2,030 tons on CM No. 003 to correct an error in the plans. The plans provided for 4 inches subbase for the temporary detour road at the Highway 73 site, but should have actually been 6 inches thick. The CM No. 009 increase of 571.65 tons was due to additional aggregate base needed to extend the limit of work at both ends of the Mon Bijou/Glynn Road where pavement had to be replaced. The final quantity of 2,601.65 tons overran by 691.65 tons, or 36.2 percent of the original contract amount. Item 40101BD, Hot Asphalt Concrete Pavement, Class B, Grading D - This item, with a quantity of 700 tons, was added to the contract by CM No. 003. It had a significant underrun because Item 40101BED was used to pay for the temporary asphalt for the detour road. The temporary asphalt should have been paid under this item, but it did not exist at the time. This item underran by 294.94 tons, or 42.13 percent of the original CM amount. Item 40101BED, Hot Asphalt Concrete Pavement, Class B, Grading E, Type 4 Pavement Smoothness - The original contract quantity was decreased from 550 to 490 tons on CM No. 003 due to a change in the roadway pavement structure. The Mon Bijou/Glynn Road surface course thickness was revised from 2 inches to 1.5 inches. The quantity was increased from 490 to 600 tons on CM No. 006 to repair potholes from Station 96+00 to Station 100+00, Mon Bijou/Glynn Road. This item also had a significant overrun because it was used to pay for the temporary asphalt for the detour road. The temporary asphalt should have been paid under Item 40101BD, but it did not exist at the time. The final quantity was 845.78 tons, an overrun of 295.8 tons, or 53.8 percent. Item 61701DAAB, Guardrail System G4, Type 1, Class A (Wood Posts) - Additional guardrail was required because the location of the roadway relative to the flood control channel at the Mon Bijou/Glynn Road site (Station 101+00 to Station 102+50 left) was too close. A vehicle could leave the roadway and fall down the steep embankment into the flood control channel. The quantity for this item overran by 131.25 linear feet, or 75 percent. 10 IV) Item 61901BC, Fence, Barbed Wire Type, 4 Strand (new unit price) - This item, with a quantity of 550 linear feet, was added to the contract by CM No. 003. Actual quantity required for project completion was 880 linear feet. Total overrun was 330 linear feet, or 60 percent of the original CM quantity. Item 61901CJ, Fence, Chain Link Type, 84-Inch Height - The original contract quantity of 580 linear feet was overestimated. The quantity for this item underran by 481 linear feet, or 83 percent. Item 61902BG, Gate, Metal Type, 14-Foot Width (Barbed Wire Type, 4 Strand, Single Leaf Opening) - The original contract quantity was increased from | each to 3 each on CM No. 008. The Army Corps of Engineers flood control channel plans identified two gates located on the four corners of the Mon Bijou/Glynn Road Bridge. These gates were not included in the FHWA Bridges plans and were required to eliminate pedestrian access to the channel. However, the gate located at the northwest end of the Mon Bijou/Glynn Road Bridge was eliminated because the guardrail was extended by 137.5 feet. There was no room for access to the channel. The final quantity was 2 each, an overrun of 1 each, or 100 percent of the original contract amount. Item 63401HA, Pavement Markings, Type H, Solid - The original estimated contract quantity was 5,100 linear feet. The final quantity was 10,375 linear feet, an overrun of 5,275 linear feet, or 103.4 percent. The original quantity was increased to meet actual field requirements. 2) Problems None D) Recommendations — None E) Claims — None CONSTRUCTION ENGINEERING A) Project Personnel — Mark Mullholand, Project Engineer/COTR Tom Jones, Project Engineer B) Contract Inspection — None C) Other Contacts — Wenty Nielsen — Virgin Islands Department of Public Works 11 D) Partnering — Informal partnering mectings were held weckly throughout the project’s duration. During the construction of the bridges, however, formal partnering meetings were held monthly for about 6 months in order to resolve the issues the Contractor had with the staging of the falsework. 12 — rec | state proect =| SMSET 1512) | THE GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES OF AMERICA INDEX TO SHEETS al time — az Location Map, Sur’ ion, c ESTATE MON BIJOU BRIDGES Sap aeeae as Guardrail Schedule, Fence Schedule Ab Permanent Sign Schedule ~~ HIGHMAY 73 BRIDGE PLANS CARIMBEAN 6 Pion, Profile, and T. Sections sxe Bi. Briage Plan end Elevation PLANS FOR PROPOSED 85-6 End bent cred tvlermeciote Pier Detoils ture Reinforcement ond Detolis — “1 FEDERAL AID PROJECT Q-NH-73(2)+ 732(1) | & Sew‘ Fonte, 7 MON BIJOU / GLYNN ROAD BRIDGE PLANS Ay ar OF CONSTRUCTION OF BRIDGES OVER FLOOD CONTROL CHANNEL Ch, Plan Profile, ond Typical Sections WRG GLANDS Br Plan and Elevation tS cS a ST. CROIX. U.S. VIRGIN ISLANDS aH gna bart and trermediote Pler Detoiis <2 TRAFFIC CONTROL PLANS Construction Sign Schedule and General Notes ' aa Wa esa es"ee'w 620" 02 Highway 73 Phase 1 1 03-4 Hi T3 Phase |! and Detour Signing Pion 05 Route 132 Glynn Road Phasing STANDARD DRAWINGS AND DETAILS ~~, DESCRIPTION OF PROJECT Wi 157: Erosion ond Sediment Control Detolts 4 =e pag Detail IMPROVEMENT: ARIBBEAN ‘ ls Loose Riprap Chonnel Cp Construction of new bridges along Highway 73 ond € eA a fon oan eee Sewonce ond Revetment Detaits Mon Bijou/Giynn Rood over flood contro! channel. “6 50i: Low Water Crossing Otner work inciudes rood reconstruction, Project O-wH-T7312). T3214) Buck istond w-10 602: Culvert Details installation of guardrail, drainage, permanent Co 1-18 BIT: Guardroil Details signing and striping. WI9-21 61%: Fence and Gate Details w2 633: Sign Structure Detoiis ROADWAY WIDTH SURFACE BASE ¥23-25 635 Traffic Control Detolis Hignwoy 73 24 FT, HACP Aggreg. Mon Bijou/Glynn Rood 24 FT. HACP Agor eg. LENG THs BRIDGE SPAN PROJ LENCTH Highwoy 73: 148 FT. 750 FT. Mon Bijou/Glynn Rood: 320 FT. 900 FT. DESIGN DESIGNATION: ADT(2005).....N/A ADT(2025).... N/A PLANS PREPARED BY DEPARTMENT OF THE ARMY : HV annnann= N/A Frecerms JACKSONVILLE DISTRICT, CORPS OF ENGINEERS P Trucks.....- <5% JACKSONVILLE, FLORIDA § etmax)...---- 0.04 PROJECT ADMINISTERED BY eee _ U.S. DEPARTMENT OF TRANSPORTATION es FEDERAL HIGHWAY ADMINISTRATION “Standard Specifications for Construction of Roods and Bridges on Federal Highwoy Projects", FP-96 fish Units and jal EASTERN FEDERAL LANDS HIGHWAY DIVISION 3] Contract Requirement ST. CROIX ISLAND Src, acon 3 NOTE: Unless otherwise noted, all dimensions NOT TO SCALE § shown without units ore feet. JULY 2005 | Procct wanacen | snoce Tea LEER | WOmAY ENGREER [STRUCTURAL DONEER 2 | ‘STEVE ARNOLD GARY JAKOWICH MARK HOOVER anve® PATEL mec | stave PROACT = CONTROL MONUMENTS DESIGNATION EASTING (Xx) WORTHING (Y)| ELEV. sep om | OMAR | ae MONBIJOU 04 1.076.221.453 14.807.676 | 116.661 MONS 1J0U 05 1.074.927.5588 74,354.942 | 180.323 MONS 1J0U 06 1.074, 169.595 74.140.823 | 184.115 MONE {JOU OT 1,073.176.447 73.744.619 | 157.138 N wOTES: A Rafer to survey umber 89-192, aed —N\ 2. Elevations ere in feet ond tenths and refer to Virgin isionds USGS meon sea MAC, - Wot in Contract jevel datum of 1927 tabeled a3 GYD), —--- - Rig OF Woy % Pie ceeretnates of0 based on the Lambert Prejestten fer the Virgin tetonde ——- ~ Flood Controt Chenne! 4 The entating conditions exploted on these srowings represent ihe reais of A ~ Control Point tno general conditions eating af tech tian = z 6 Rafer to flekd books *90 St, Croke USV.L 26 through 33°, —— ESTATE MON BU0U BRIDGES i Fo eee eee Meee na a Gke Gegeset eres end eneses are ehown en the LOCATION wap & Refer to Traffic Contre! Pian for mare information on read ciasures ond construction phasing, SURVEY INFORMATION a ROAD CLOSURES enc amen tte nensseneretmneengresenecenemansssene~otenemeananennenensnstsiinenepsinlévanenmenitiweevcthseemmsitentgrnseee a € REG | STATE proect wo, | SHEET st vw O-Ht-734 21. ~_~ 73201) c.t ~~ = aes Saree TT eee ESTATE se BiWOU BRIDGES ww Aporeximate locetion. STA 00-00 er ————— 2 Proce sign per MUTCD UNPAVED oF os directed by CO. (SHE NOTED > tec (SEE NOTED — GUVE NO 2 “or Sta aed ECT # DOUBLE Ds “yoo NN) —» \ F ——_ re arr / ——— =—— ——— ——, et ee es ces —_ ons rises te ASMP fe MEO meu rmraninnensmsnl 7 =~ s a a — Tega “SPAY Late wn — Y CLOSED L. © AGGREGATE BASE, GRADE C GRO Efvanon tran | —Sef he & B/ zo ROADBAT CLOSED (2 SUBBASE, GRADNG § JS 200' SUPER ELEVATION TRAN —_ is N MON BIJOU ROAD / GLYNN ROAD + QOADwAY CLOSED | pe STA, 000 TO 109+00 ~~ fe — NOTE: —————es | KeLrs or 1. 7 UNPAVED SHOULDER WIDENS FROM 4-FT oso ve TO 6-FT FROM STA. 101+50 TO 106+50 S0GN PROJECT 2. REFER TO DETAIL E617-A FOR TYPICAL STA @0-00 SECTION AT GUARDRAIL SECTIONS ie E HORIZONTAL CURVE DATA 140 CURVE NO 2 130 PC STA 0r00.35 Be |PROeCT PT STA 06ri5.68 PC STA OT-68> PT STA S+29.74 PASTA 103+0.09 PISTA 06+50.0 (20 4* s08‘40* & =16°03' 11" = 003° 00° O= 10°00°00" + oa. Te 308.7396 tT Rm eesg.8s9 t+ 60.551 e+ oor Re 572.9578 a NO SCALE WZLESS NOTED OTHERWISE So ‘$1. CROX, US. YRC Dues PISTA ©4+75.0 & 60 fe * al AN_ AND 10 prcfrr joi Yc - 5 MER 5-58, Saad cana Servo ee resent mare rnennonnorenconeowesom even sewennnnmnewaneecensnaweeqeesguewsbrjectessesiciesssiecessescasseseivsineestscbsceSUSSSSSSESSSESSBS SSNS LSS UICC ETL aaa ce TABULATION OF BIDS Schedule: A Project No.: Q-NH-73(2), 732(1) Project Name: ESTATE MON BIJOU BRIDGES State: VI County: ST. CROIX, USVI Opened at: St. Croix, USVI By: P. Schaad Date: 08/25/05 I certify that this Bid Tabulation accurately reflects the bids received and publicly opened for this solicitation. Signed: Peggy L. Schaad Title: Contract Specialist Date: 8/29/05 Contract Awarded to: Virgin Islands Paving, Inc. Date: Contractor Bid Amount Responsive Virgin Islands Paving, Inc. 4,069,200.00 P.O. Box 4720 Kingshill, VI 00851 Tip Top Construction ( 4,900,561.00 ) No P.O. Box 24933 GBS Christiansted, VI 00824 Engineer's Estimate 3,650,000.00 IY TABULATION OF BIDS Date: 08/29/05 Schedule: A tow Project No.: Q-NH-73(2), 732 (1) Project Name: ESTATE MON BIJOU BRIDGES Item Item Item Quanti Unit No. Unit Description tity Price Amount 15101 LPSM MOBILIZATION Virgin Islands Paving, Inc. ALL 364,917.50 364,917.50 Tip Top Construction 796,631.00 796,631.00 ENGINEER'S ESTIMATE 241,490.00 241,490.00 15201 LPSM CONSTRUCTION SURVEY AND STAKING Virgin Islands Paving, Inc. ALL 50,000.00 50,000.00 Tip Top Construction 30,000.00 30,000.00 ENGINEER'S ESTIMATE ‘ 15,000,00 15,000.00 15401 LPSM CONTRACTOR TESTING Virgin Islands Paving, Inc. ALL 30,000.00 30,000.00 Tip Top Construction 25,000.00 25,000.00 ENGINEER'S ESTIMATE \ 7 79,000.00 79,000.00 15401 LPSM CONTRACTOR TESTING (ARCHAEOLOGICAL MONITORING AND PROTECTION) Virgin Islands Paving, Inc. ALL 15,000.00 15,000.00 eo Tip Top Construction 52,000.00 52,000.00 ENGINEER'S ESTIMATE 10,000.00 10,000.00 15740 LPSM EROSION AND SEDIMENT CONTROL Virgin Islands Paving, Inc. ALL 25,000.00 25,000.00 Tip Top Construction 38,500.00 38,500.00 ENGINEER'S ESTIMATE 8,500.00 8,500.00 20101 ACRE CLEARING AND GRUBBING Virgin Islands Paving, Inc. 1.5 2,500.00 3,750.00 Tip Top Construction 5,000.00 7,500.00 ENGINEER'S ESTIMATE 6,500.00 9,750.00 20303PA SQYD REMOVAL OF ASPHALT PAVEMENT Virgin Islands Paving, Inc. 4,000 11.00 44,000.00 Tip Top Construction 15.00 60,000.00 ENGINEER'S ESTIMATE 13.50 54,000.00 20409 CUYD EMBANKMENT CONSTRUCTION Virgin Islands Paving, Inc. 3,700 28.00 103,600.00 Tip Top Construction 37.80 139,860.00 ENGINEER'S ESTIMATE 24.00 88,800.00 TABULATION OF BIDS Date: 08/29/05 Schedule: A Project No.: Q-NH-73(2), 732 (1) Project Name: ESTATE MON BIJOU BRIDGES Item Item Item Unit No. Unit Description Goamniity Price Amount 20409 CUYD EMBANKMENT CONSTRUCTION (FOR LEVEE CONSTRUCTION) Virgin Islands Paving, Inc. 2,100 28.00 58,800.00 Tip Top Construction 45.00 94,500.00 ENGINEER'S ESTIMATE 24.00 50,400.00 20801 CUYD STRUCTURE EXCAVATION Virgin Islands Paving, Inc. 1,748 35.00 61,180.00 Tip Top Construction 65.00 113,620.00 ENGINEER'S ESTIMATE 40.00 69,920.00 21101 SQYD ROADWAY OBLITERATION Virgin Islands Paving, Inc. 4,250 7.00 29,750.00 Tip Top Construction 10.00 42,500.00 ENGINEER'S ESTIMATE 16.00 68,000.00 25101B CUYD PLACED RIPRAP, CLASS 2 Virgin Islands Paving, Inc. 15.0 300.00 4,500.00 Tip Top Construction 500.00 7,500.00 ENGINEER'S ESTIMATE 210.00 3,150.00 25303 CUYD GABIONS, GALVANIZED OR ALUMINIZED COATED (REMOVE AND RESET) Virgin Islands Paving, Inc. 108 350.00 37,800.00 Tip Top Construction 350.00 37,800.00 ENGINEER'S ESTIMATE - \ 210.00 22,680.00 30101Z TON AGGREGATE BASE, GRADING C OR D Virgin Islands Paving, Inc. 1,910 65.00 124,150.00 Tip Top Construction 87.00 166,170.00 ENGINEER'S ESTIMATE "4 50.00 95,500.00 :. 30104B TON SUBBASE, GRADING B Virgin Islands Paving, Inc. 3,700 37.00 136,900.00 Tip Top Construction 0.00 0.00 ENGINEER'S ESTIMATE 40.00 148,000.00 °- 40101BED TON HOT ASPHALT CONCRETE PAVEMENT, CLASS B, GRADING E, TYPE 4 PAVEMENT SMOOTHNESS Virgin Islands Paving, Inc. 550 148.00 81,400.00 Tip Top Construction 250.00 137,500.00 ENGINEER'S ESTIMATE 160.00 88,000.00 TABULATION OF BIDS Schedule: A , Project No.: Q-NH-73(2), 732 (1) Project Name: ESTATE MON BIJOU BRIDGES Date: 08/29/05 Item Item Item ‘ Unit No. Unit Description Quantty Price —— 55201F CUYD STRUCTURAL CONCRETE, CLASS A Virgin Islands Paving, Inc. 1,766 1,030.00 1,818,980.00 ““Tip Top Construction 1,100.00 1,942,600.00 "ENGINEER'S ESTIMATE 1,000.00 1,766,000.00 55401 LB REINFORCING STEEL » ““ “Mirgin Islands Paving, Inc. 341,870 1.25 427,337.50 “Tip Top Construction 1.50 512,805.00 ” .<“ENGINEER'S ESTIMATE 1.50 512,805.00 55601A LNFT CONCRETE BRIDGE RAILING (WITH STEEL HANDRAIL) "Virgin Islands Paving, Inc. 320 271.00 86,720.00 ~ “Tip Top Construction 200.00 64,000.00 "- ‘“ ENGINEER'S ESTIMATE \ ‘ 180.00 57,600.00 55601AC LNFT CONCRETE BRIDGE RAILING, NEW JERSEY SAFETY SHAPE Virgin Islands Paving, Inc. 612 330,00 201,960.00 Tip Top Construction 175.00 107,100.00 ENGINEER'S ESTIMATE 100.00 61,200.00 56401A EACH ELASTOMERIC BEARING DEVICE Virgin Islands Paving, Inc. 30 300.00 9,000.00 Tip Top Construction 3,750.00 112,500.00 ENGINEER'S ESTIMATE 150.00 4,500.00 60201N LNFT 30-INCH PIPE CULVERT (REINFORCED CONCRETE PIPE) Virgin Islands Paving, Inc. 130 180.00 23,400.00 Tip Top Construction 300.00 39,000.00 ENGINEER'S ESTIMATE 160.00 20,800.00 60206N EACH END SECTION FOR 30-INCH PIPE CULVERT Virgin Islands Paving, Inc. 2 1,200.00 2,400.00 Tip Top Construction 1,800.00 3,600.00 ENGINEER'S ESTIMATE _ 3,800.00 7,600.00 61701DAAB LNFT GUARDRAIL SYSTEM G4, TYPE 1, CLASS A (WOOD POSTS) Virgin Islands Paving, Inc. 175.0 37.00 6,475.00 Tip Top Construction 225.00 39,375.00 ENGINEER'S ESTIMATE 47.00 8,225.00 TABULATION OF BIDS Schedule: A Project No.: Q-NH-73(2), 732 (1) Project Name: ESTATE MON BIJOU BRIDGES Date: 08/29/05 ot vat weeetiee Quantity bl Arnie 61702B EACH TERMINAL SECTION, TYPE ROUND END SECTION Virgin Islands Paving, Inc. 4 2,800.00 11,200.00 Tip Top Construction 1,000.00 4,000.00 ENGINEER'S ESTIMATE 370.00 1,480.00 61702E EACH TERMINAL SECTION, TYPE CRT Virgin Islands Paving, Inc. 2 3,200.00 6,400.00 Tip Top Construction 2,500.00 5,000.00 ENGINEER'S ESTIMATE 1,600.00 3,200.00 61702T EACH TERMINAL SECTION, TYPE TANGENT TERMINAL Virgin Islands Paving, Inc. 4 3,600.00 14,400.00 Tip Top Construction 350.00 1,400.00 ENGINEER'S ESTIMATE 1,800.00 7,200.00 61706 EACH CONNECTION TO STRUCTURE Virgin Islands Paving, Inc. 6 6,000.00 36,000.00 Tip Top Construction 1,000.00 6,000.00 ENGINEER'S ESTIMATE 1,400.00 8,400.00 61901BC LNFT FENCE, BARBED WIRE TYPE, 4 STRAND Virgin Islands Paving, Inc. 550 20.00 11,000.00 Tip Top Construction 10.00 5,500.00 ENGINEER'S ESTIMATE - \ 5.20 2,860.00 61901CJ LNFT FENCE, CHAIN LINK TYPE, 84-INCH HEIGHT Virgin Islands Paving, Inc. 580 31.00 17,980.00 Tip Top Construction 30.00 17,400.00 ENGINEER'S ESTIMATE ; 23.00 13,340.00 61902BG EACH GATE, METAL TYPE, 14-FOOT WIDTH (BARBED WIRE TYPE, 4 STRAND, SINGLE LEAF OPENING) Virgin Islands Paving, Inc. | 3,000.00 3,000.00 Tip Top Construction 5,000.00 5,000.00 ENGINEER'S ESTIMATE 1,000.00 1,000.00 61902CH EACH GATE, CHAIN LINK TYPE, 16-FOOT WIDTH (DOUBLE LEAF OPENING) Virgin Islands Paving, Inc. ] 4,000.00 4,000.00 Tip Top Construction 6,500.00 6,500.00 ENGINEER'S ESTIMATE 1,250.00 1,250.00 TABULATION OF BIDS Schedule: A Project No.: Q-NH-73(2), 732 (1) Project Name: ESTATE MON BIJOU BRIDGES Date: 08/29/05 Item Item Item , Unit No. Unit Description Quantity Price Amount 62403 CUYD FURNISHING AND PLACING TOPSOIL Virgin Islands Paving, Inc. 520 155.00 80,600.00 “=TL°TSE7Tip Top Construction = § : 200.00 104,000.00 “25° °° —NGINEER'S ESTIMATE 60.00 31,200.00 62518 SQYD TURF ESTABLISHMENT “ ’ 5UVirgin Islands Paving, Inc. 9,400 5.00 47,000.00 »t2.50° "UTip Top Construction 7.50 70,500.00 ~ii.0> JUENGINEER'S ESTIMATE 5.00 47,000.00 63301 EACH SIGN INSTALLATION «) UOVirgin Islands Paving, Inc. 6 400.00 2,400.00 oo" =Tip Top Construction 1,200.00 7,200.00 sti. ENGINEER'S ESTIMATE : \ 250.00 1,500.00 63401HA LNFT PAVEMENT MARKINGS, TYPE H, SOLID Virgin Islands Paving, Inc. 5,100 2.00 10,200.00 Tip Top Construction 5.00 25,500.00 tw ENGINEER'S ESTIMATE 1.50 7,650.00 63501 LPSM TEMPORARY TRAFFIC CONTROL Virgin Islands Paving, Inc. ALL 38,000.00 38,000.00 Tip Top Construction 37,500.00 37,500.00 ENGINEER'S ESTIMATE 18,000.00 18,000.00 63701 EACH FIELD OFFICE Virgin Islands Paving, Inc. ] 40,000.00 40,000.00 Tip Top Construction 35,000.00 35,000.00 ENGINEER'S ESTIMATE 15,000.00 15,000.00 2 | Schedule: A TABULATION OF Project No.: Q-NH-73(2), 732(1) Project Name: ESTATE MON BIJOU BRIDGES BIDS Date: 08/29/05 BID TOTAL CHECK PASS Bidder's Computed Bidder Bid Amount Bid Amount Error Virgin Islands Paving, Inc. 4,069,200.00 4,069,200.00 Tip Top Construction 4,900,561.00 4,900,561.00 The apparent low bidder is 11 % above the engineer's estimate. ar Revoed Octobe’ 1967 PUBLIC VOUCHER FOR PURCHASES AND |“"""© it reasury Tetra 42000 SERVICES OTHER THAN PERSONAL US. DEPARTMENT, BUREAU, ON ESTABLISHMENT AND LOCATION DATE VOUCHER PREPARED SCHEDULE NO U. S. Department of Transportation May 24, 2010 Federal Highway Administration CONTRACT NUMBER AND DATE PAD BY Eastern Federal Lands Highway Division DTFH71-05-C-00030 09/13/2005 21400 Ridgetop Circle REQUISITION NUMBER AND DATE Ist terling, Virginia 20166-6511 PAYEE'S Virgin Islands Paving, Inc. SAE NVGIGE REED — 13-GA Estate Bethlehem | _| PAYEE'S ACCOUNT NUMBER: [SHIPPED FROM _ TO WEIGHT GOVERNMENT B/. NUMBER NUMBER DATE OF ARTICLES OR SERVICES QUAN- UNIT PRICE AMOUNT AND DATE OELIVERY ree eae TiTy OF ORDER OR SEAVICE and other COST PER (1) Completed Estimate No. 32 - Final Payment of Contract. This is final settlement for the construction of Project VI Q-NH-73(2), 732(1), Estate Mon Bijou Bridges, and final closeout is specifically conditioned upon the execution of the Contractor's Release attached hereto and JUN - 7 2010 incorporated herein. 7 by: PE Title: P=: zr Date: Shien rt (Use sheet(s) if 7 (Payee must NOT use the space below) TOTAL $10,000.00 PAYMENT APPROVED FOR EXCHANGE RATE PROVISIONAL =$ 10, 000. 00 =$1.00 DIFFERENCES COMPLETE =o 0.) Wed Ye fro sininaill Donald W. Miller _ Arnourk vertied, correct for payment TITLE (Signature or initials) sition An Director, Project Delivery Financial Manager 7 {( TEGEENTING CLASSIFICATION Proj 15A578STXBRJ1 Task R40.00.6320-78 Org 1578000000 [CHECK NUMBER EASURER OF THE UNITED STATES | CHECK NUMBER ON (Name of bank) 1 ° TASH DATE PAYEE 3 ¥ |s 1 When stated in foreign currency, insert name ol currency. 2 I the ability to certity and to are in one person, one sigr Only is y the approwng officer will sign in the space provided, over hus 3 When a voucher is receipted in the name of a company or | company oF corporate TITLE name, as well as the capacity in which he signs, must app) y". or nid Treasurer’, as the case may be. iy Previous edition usable uy 7 S00- PRIVACY ACT STATE The information requested on fis form paca faerie paras Sher ol Federal The qu is B identity Fhe ‘adure JO tumish of the payment objigation -7 10 “Rae! | | DEPT ew DEPARTMENT OF TRANSPORATION CONTRACT NO. CONTRACTOR'S RELEASE DTFH71-05-C-00030 CONTRACTOR (Name and address) SUM OF —— a Virgin Islands Paving, Inc. Ten thousand dollars and zero cents 13-GA Estate Bethlehem Kingshill, VI 00851 In consideration of the sum stated above, which has been paid or is to be paid to the Contractor, or his assignees, the Contractor, upon payment of the said sum by the UNITED STATES OF AMERICA (hereinafter called the Govern- ment), does remise, release, and discharge the Government, its officers, agents, and employees, of and from all liabilities, obligations, claims, and demands whatsoever under or arising from the said contract, except: 1. Specified claims in stated amounts or in estimated amounts where the amounts ar not susceptible of exact statement by the Contractor, as follows: JUN — 7 2010 2. Claims, together with reasonable expenses incidental thereto, based upon the liabilities of the Contractor to third parties arising out of the performance of this contract, which are not known to the Contractor on the date of the execution of this release and of which the Contractor gives notice in writing to the Contracting Officer within the period specified in the said contract: and 3. Claims for reimbursement of costs (other than expenses of the Contractor by reason of his indemnification of the Government against patent liability), including reasonable expenses incidental thereto, incurred by the Con- oy tractor under any provisions of the said contract relating to patents. The Contractor agrees, in connection with patent matters and with claims which are not released as set forth above, that he will comply with all provisions of the said contract, including without limitation those provisions relating to notifications to the Contracting Officer and relating to the defense or prosecution of litigation. IN WITNESS WHEREOF, this release has been executed this Ss _ day of \ uate Zo 16 WITNESSES Virgin Islands Paving, Inc. ; (Contractor) BY ABELL TLE =$Precrpeyur NOTE: Jn the case of a corporation, witnesses are not required, but the certification below must be completed. CERTIFICATE of the corporation named as Contractor in the foregoing release; on Re b Q + SeH) ER cot} who signed said release on behalf of the Contractor was then reg Mea of said corporation; that said release was duly signed for and in behalf of said corporation by authority of its governing body and is within the scope of its corporate powers. Form DOT F 4220.4 o¢ ¢€ U.S. DEPARTMENT egecarencn FEDERAL HIGHWAY INISTRATION EASTERN FEDERAL LANDS HIGHWAY DIVISION 21400 RIDGETOP CIRCLE STERLING, VIRGINIA 20166 VI Q-NH-73(2), 732(1) - ESTATE MON BIJOU BRIDGES Construction of new bridges along Highway 73 and Mon Bijou/Glynn Road over flood control channel. Other work includes road reconstruction, installation of guardrail, drainage, permanent signing and striping. CONSTRUCTION SUMMARY TO: VIRGIN ISLANDS PAVING, INC. For work performed up to and including November 18, 2008 P. O. BOX 4720 KINGSHILL, V1 00851 TOTAL AMOUNT EARNED TO DATE $4,696,929.19 “ADJUSTMENTS $0.00 TOTAL PAYMENTS APPROVED TO DATE $4,696,929.19 Q, TOTAL PAYMENTS PREVIOUSLY PAID $4,686,929.19 /\ AMOUNT TO BE PAID THIS ESTIMATE $10,000.00 *ADJUSTMENTS $10,000.00 held for verification of final quantities *DTFH71-05-C-00030 Estimate # 31 returned Final Estimate # 32. FINAL ESTIMATE # 32 ACCOUNT NUMBER EXPEND LIQUIDATE PROJ: 151578STXBRJ1; TASK: 540,00,6320.78; ORG: 1578000000 $0.00 PROJ: 15A578STXBRJ1; TASK: R40.00.6320.78; ORG: 1578000000 $10,000.00 CHECKED | TOTAL $10,000.00 FHWA By Inve Date __5-20- 20/0, batch # €. cntrl # FINAL ESTIMATE # 32 PERIOD THROUGH 11/18/08 § y JUL ~6 2019 CONTRACT NUMBER: DTF71-05-C-00030 AWARD DATE: September | $—0GQ5__ STATE Virgin Islands COUNTIES St. Croix FOREST OR PARK n/a LENGTH 0.31 miles This estimate submitted 07/14/09 by Mark Multholand, Project Engineer ! certify that the quantities shown herein are supported by measurements and/or weighings made in accordance with provisions of the contract, and that contractor's payrolls have been submitted as prescribed. date: o¢/izfo Jdmes i. Mathews, Construction Operations Engineer U.S. DEPAR’ JT OF TRANSPORTATION € € FEDERAL AY ADMINISTRATION EASTERN FEDERAL LANDS HIGHWAY DIVISION VI Q-NH-73(2), 732(1) - ESTATE MON BIJOU BRIDGES - FINAL ESTIMATE # 32 CONTRACTED FINAL QUANTITIES TOTAL PERCENT OVERRUN ITEM NO. DESCR. QUANTITY cM AMENDED UNIT UNITPRICE AMOUNT CURRENT PREVIOUS TODATE AMOUNT CHANGE VARIATION QUANTITY 16101 MOBILIZATION — _||___100,000 100,000 LPSM $364,917.60 $364,917.50] 0,000 -—=—100.000 —_—« 100.000 $364,917.50 0,00 0.00 0 CONSTRUCTION SURVEY _ AND STAKING 100,000 __ 100.000 LPSM —_ $80,000.00 en _ 0,000 100.000 = 100.000 $0,000.00 0.00 0,00 0 15404 CONTRACTOR TESTING 100.000 100.000 LPSM $30,000.00 $30,000.0 CONTRACTOR TESTING (ARCHAEOLOGICAL 15401 MONITORING AND PROTECTION) (CM #0001, 09/07/06, delete lpsm quantity) |} 100.000 -100.000 0.000 LPSM $15,000.00 $15,000.00} 0.000 0.000 0.000 $0.00 -100.00 -100.00 0 CM #0001, 09/07/06, CONTRACTOR TESTING 15401 (ARCHAEOLOGICAL MONITORING AND PROTECTION) (new unit price) 100.000 100.000 LPSM _ $9,209.20 $9,209.2 0.000 100.000 100.000 $9,209.20 0.00 0.00 0 EROSION AND SEDIMENT CONTROL 100.000 100.000 LPSM $25,000.00 $25,000.0' 0.000 100.000 100.000 $25,000.00 0.00 0.00 i) CLEARING AND GRUBBING 20101 (CM #0009, 06/08/10, decrease quantity 1.25 acre) 1.500 -1.250 0.250 ACRE $2,500.00 $825 oo) __ _.0,000 0.250 0.250 $625.00 -1.25 -83.33 0 REMOVAL OF ASPHALT PAVEMENT (CM #0009, 06/08/10, decrease quantity 2691.28 sayd) = 4000,000 -2691.280 1308.720 SQYD $11.00 $14,395.92) 0,000 1308.720 1308.720 $14,395.92 -2691,28 67.28 0 CM #0005, 03/12/08, ROADWAY] EXCAVATION (CHANNEL EXCAVATION) [CM #0005 incorrect Item No. 20498, Channel Excavation, corrected to Item No, 20401, Roadway Excavation (Channe! Excavation), on CM #0009) 485.220 485.220 CUYD $8.75 $4,730.90 0.000 485.220 485.220 $4,730.90 0.00 0.00 i] EMBANKMENT CONSTRUCTION (CM #0003, 07/19/07, increase quantity 1200 cuyd; CM #0006, 06/11/08, further increase quantity 500 cuys; CM #0008, 08/07/08, further increase quantity 300 cuyd; CM #00089, 06/08/10, further increase quantity 1572 cuyd) 3700.000 3572.000 7272.000 CUYD $28.00 $203,616.00} 0.000 7272.000 7272.000 $203,616.00 3572.00 96.54 0 EMBANKMENT CONSTRUCTION (FOR LEVEE 20409 CONSTRUCTION) (CM #0009, 06/08/10, decrease quantity 1571 cuyd) 2100.000 -1571.000 529.000 CUYD = $28.00 $14,812.00} 0.000 529.000 §28.000 = $14,812.00} -1571.00 “74.81 0 0.000 100.000 +=» 100.000 -—$30,000.00 0.00 0.00 0 15740 20303PA ae 20404 20409 U.S. DEP. FEDERAL OF TRANSPORTATION AY ADMINISTRATION EASTERN FEDERAL LANDS HIGHWAY DIVISION ITEM NO. DESCR. QUANTITY cM AMENDED UNIT UNIT PRICE VI Q-NH-73(2), 732(1) - ESTATE MON BIJOU BRIDGES - FINAL ESTIMATE # 32 CONTRACTED AMOUNT FINAL QUANTITIES CURRENT PREVIOUS TODATE AMOUNT TOTAL CHANGE PERCENT OVERRUN VARIATION QUANTITY 20408 20701DA 20801 251018 v ~~ 25101C 25101C 25303 CM #0005, 03/12/08, EMBANKMENT CONSTRUCTION (LEVEE FILL) (CM #0008, 06/08/10, decrease quantity 414.81 cuyd) CM #0005, 03/12/08, EARTHWORK GEOTEXTILE, TYPE IV-A (CM #0008, 08/07/08, increase quantity 381 sqyd; CM #0009, 06/08/10, further increase quantity 515 sqyd) STRUCTURE EXCAVATION (CM #0901, 08/07/06, increase quantity 333.7 cuyd; CM #0008, 08/07/08, further increase quantity 300 cuyc; CM #0009, 08/08/10, decrease quantity 12.08 cuyd) ROADWAY OBLITERATION (CM #0009, 06/08/10, decrease quantity 2315 sqyd) PLACED RIPRAP, CLASS 2 (CM #0008, 08/07/08, increase quantity 44 cuyd; CM #0009, 06/08/10, decrease quantity 5.33 cuyd) CM #0005, 03/12/08, PLACED RIPRAP, CLASS 3 (CM #0008, 08/07/08, increase quantity 72 cuyd) CM #0005, 03/12/08, PLACED RIPRAP, CLASS 3 (UNDER BRIDGE DECK) (CM #0009, 06/08/10, decrease quantity 37 cuyd) GABIONS, GALVANIZED OR ALUMINIZED COATED (REMOVE AND RESET) (CM #0009, 06/08/10, decrease quantity 8 cuyd) CM #0005, 03/12/08, GABIONS, GALVANIZED OR ALUMINIZED COATED (CM #0008, 08/07/08, Increase quantity 127 cuyd: CM #0008, 06/08/10, further increase Quantity 25.89 cuyd) 0.000 4785.000 1748.000 = 621,820 4250.000 -2315.000 15,000 38.670 405.000 160.000 _ 108.000 — -8.000 1519,.110 0.000 CUYD 4785.000 SQYD eo OVO. 1935.000 SQYD 53.670 CUYD 405.000 CUYD 160.000 CUYD 100.000 CUYD 1619.110 CUYD $9.11 $2.43 $35.00 _ $7.00 $300.00 $119.00 $238.00 $350.00 $180.86 $0.00} $11,627.55) cole vaseee Ls — $48,195.00} — Te $274,731 off 0.000 0.000 —_—0.000 $0.00 0.000 4785.000 4785.000 $11,627.55 0.000 © 2369.620 ©. 2369,620 $82,936.70 0.000 1935.000 —_1835,000 $13,545.00 0.000 53.670 _—§3.670 ~— $16, 101.00 0.000 405.000 405.000 $48,195.00 0.000 160.000 160.000 $38,080.00 0.000 100.000 = 100.000 ~=— $35,000.00 0.000 1519.110 1519.110 $274,731.04 414.81 896.00 621.62 -2315,00 38.57 72.00 -37.00 152.89 -100,00 i} 23.04 0 35.56 0 -54.47 0 257.80 0 21.62 0 “18.78 i] TAI 0 11.18 0 U.S. DEP. OF TRANSPORTATION ¢€ FEDERAL ‘AY ADMINISTRATION EASTERN FEDERAL LANDS HIGHWAY DIVISION VI Q-NH-73(2), 732(1) - ESTATE MON BIJOU BRIDGES - FINAL ESTIMATE # 32 CONTRACTED FINAL QUANTITIES TOTAL PERCENT OVERRUN (TEM NO. DESCR. QUANTITY cM AMENDED UNIT UNITPRICE AMOUNT CURRENT PREVIOUS TO DATE AMOUNT CHANGE VARIATION QUANTITY AGGREGATE BASE, GRADING C OR D (CM #0003, 07/16/07, 801012 increase quantity 120 ton; CM #0009, 06/08/10, further increase quantity 571.85 ton) __1910.000 691.650 _—- 2601.650 TON $85.00 $168,107.25 0.000 2601.650 2601.650 $169,107.25 691.65 36.21 'o CM #0008, 06/08/10, PAY FACTOR 0.96 FOR MATERIALS] TESTING RESULTS, 4% REDUCTION IN UNIT PRICE : _ 2601.650 2601.650 TON -$2.60 -$6, 764.29) 0.000 2601.650 2601.650 -$6,764,29 0.00 0.00 t') SUBBASE, GRADING B (CM 30104B #0003, 07/19/07, decrease ______ quantity $700 ton) J|__8700.000_-3700.000_ CM #0003, 07/19/07, HOT ASPHALT CONCRETE PAVEMENT, CLASS 8, GRADING D (CM #0008, 06/08/10, decrease quantity 294.94 ton) — 405.060 405.060 TON $145.00 $58,733.70}] 0.000 405.060 405.060 $58,733.70 -294.94 42.13 [e) 0.000 TON _ $37.00 $0.00 0.000 0.000, 0.000 $0.00] -3700.00 -100.00 ) 40101BD CM #0009, 06/08/10, PAY FACTOR 0.96 FOR MATERIALS TESTING RESULTS, 4% J REDUCTION IN UNIT PRICE 405.080 405,080 TON $5.80 -$2,349.3 = 0000 406.000 AUS. 000. SABE] CO oe ee HOT ASPHALT CONCRETE PAVEMENT, CLASS B, GRADING E, TYPE 4 PAVEMENT SMOOTHNESS 40101BED — (cry #0003, 07/19/07, decrease quantity 60 ton; CM #0008, 06/11/08, increase quantity 110 ton; CM #0008, 06/08/10, further increase quantity 245.78 ton) 550.000 285.780 845.780 TON $148,00 $125,175.44] 0.000 845.780 845.780 $125,175.44 295.78 53.78 0 RC CM #0009, 06/08/10, PAY FACTOR 0.96 FOR MATERIALS TESTING RESULTS, 4% REDUCTION IN UNIT PRICE 845.780 845.780 TON $5.92 -$5,007,02} 0.000 845.780 845.780 -$5,007.02 0.00 0.00 ) 41202 CM #0003, 07/19/07, TACK COAT 500.000 500,000 GAL $5.65 — §2,825.0 0.009 500.000 ~— 500,000 $2,825.00 0,00 0.00 i) STRUCTURAL CONCRETE, 55201F CLASS A (CM #0009, 06/08/10, decrease quantity 0.53 cuyd) _ 1766.000 0.530 -1765.470 CUYD _ $1,030.00 $1,818,434.1 0,000 1765470 —_—-1765.470 $1,818,434.10 -0.53 -0.03 0 REINFORCING STEEL (CM 65401 #0006, 06/11/08, increase quantity 18,520.66 |b) 341870.000 18520.640 360390840 LB $1.25 $450,488.3 0.000 360390.640 360390.640 $450,488.30 18520.64 §.42 0 U.S. DEP. FEDERAL EASTERN FEDERAL LANDS HIGHWAY DIVISION VI Q-NH-73(2), 732(1) - ESTATE MON BIJOU BRIDGES - FINAL ESTIMATE # 32 ITEM NO. ‘T OF TRANSPORTATION /AY ADMINISTRATION DESCR. QUANTITY cM CONTRACTED AMENDED UNIT UNIT PRICE AMOUNT CURRENT PREVIOUS FINAL QUANTITIES TO DATE AMOUNT TOTAL CHANGE PERCENT OVERRUN VARIATION QUANTITY 55601A 60206N 61701DAAB 617028 81702E 61702T 61706 61901BC 61901BC CONCRETE BRIDGE RAILING (WITH STEEL HANDRAIL) CONCRETE BRIDGE RAILING, NEW JERSEY SAFETY SHAPE (CM #0009, 06/08/10, decrease quantity 0.33 Inft) ELASTOMERIC BEARING DEVICE CM #0001, 09/07/06, CONCRETE (CM #0008, 06/08/10, decrease quantity 0.02 cuys) 30-INCH PIPE CULVERT (REINFORCED CONCRETE PIPE) (CM #0009, 06/08/10, increase quantity 6 inft) END SECTION FOR 30-INCH PIPE CULVERT GUARDRAIL SYSTEM G4, TYPE 1, CLASS A (WOOD POSTS) (CM #0009, 06/08/10, increase quantity 131.25 Inft) TERMINAL SECTION, TYPE ROUND END SECTION TERMINAL SECTION, TYPE CRT TERMINAL SECTION, TYPE TANGENT TERMINAL CONNECTION TO STRUCTURE FENCE, BARBED WIRE TYPE, 4 STRAND (CM #0003, 07/19/07, decrease quantity 550 Inft) CM #0003, 07/19/07, FENCE, BARBED WIRE TYPE, 4 STRAND (new unit price) (CM #0009, 06/08/10, increase quartity 330 inf) CM #0008, 03/12/08, FENCE, BARBED WIRE TYPE, 4 STRAND 320,000 512.000 30.000 175.000 4.000 2.000 4.000 6,000 §50.000 - -0,330_ 333.680 6.000 131.250 ~550.000 880.000 160.000 320.000 _LNFT $277.00 S718 ENE... SO 30.000 EACH $300.09 333.680 CUYD 136.000 LNFT $180.00 2.000 EACH 306.250 LNFT $37.00 4.000 EACH 2.000 EACH __ $3,200.00 4.000 EACH $3,600.00 6.000 EACH $6,000.00 0.000 LNFT _ $20.00 880.000 LNFT $21.00 160.000 LNFT $7.00 __ $1,200.00 __ $2,800.00 $88,720.00) | _ $9,000.0 $85,565.56} $24,480.00) $2,400.0 $11,331.25] $11,200.00}] $6,400.00) $14,400.0 $36,000.0) $0.00} $18 480.0 $1,120.01 0.000 0.000 0.000 0.000 _ 0.000 0.000 0.000 _9.000 0.000 0.000 0.000 320.000 320.000 611.670 611.670 _ 30.000 30,000 333.680 333.680 136.000 136.000 2.000 2.000 306.250 306.250 4.000 4.000 2.000 $86,720.00 $201,851.10 $9,000.00 $85,565.56 $24,480.00 $2,400.00 $11,331.25 $11,200.00 4.000 6.000 0.000 _— 0.000 880.000 880.000 180.000 160.000 ay $36,000.00 $0.00 $18,480.00 $1,120.00 0.00 0,33 ____ 2.00 -6.02 6.00 0.00 131.25 0.00 0.00 0.00 0.00 -550.00 330.00 0.00 0.00 0 -0.05 0 0.01 ) 462 ie] 0.00 0 75.00 0 0.00 Q 0.00 i] 0.00 0 -100.00 i] 60.00 0 0.00 0 0& U.S. DEP. FEDERAL sT OF TRANSPORTATION AY ADMINISTRATION EASTERN FEDERAL LANDS HIGHWAY DIVISION ITEM NO. DESCR. QUANTITY cm CONTRACTED AMENDED UNIT UNIT PRICE AMOUNT VI Q-NH-73(2), 732(1) - ESTATE MON BIJOU BRIDGES - FINAL ESTIMATE # 32 FINAL QUANTITIES CURRENT _ PREVIOUS TO DATE AMOUNT TOTAL CHANGE PERCENT OVERRUN VARIATION QUANTITY 61801CJ 61901CJ §1902BG 61902CH 62403 62518 63301 63401HA 63501 §3701 66601 66601 increase quantity 2 each) CM #0007, 07/10/08, FENCE, CHAIN LINK TYPE, 84- INCH HEIGHT (CM #0009, 08/08/10, decrease quantity 481 Inft) CM #0005, 03/12/08, FENCE, CHAIN LINK TYPE, 84-INCH HEIGHT : GATE, METAL TYPE, 14-FOOT WIDTH (BARBED WIRE TYPE, 4 STRAND, SINGLE LEAF OPENING) (CM #0008, 08/07/08 increase quantity 2 each; CM #0009, 08/08/10, decrease quantity 1 each) GATE, CHAIN LINK TYPE, 16- FOOT WIDTH (DOUBLE LEAF OPENING) (CM #0008, 08/07/08 FURNISHING AND PLACING TOPSOIL (CM #0009, 06/08/10, decrease quantity 75 cuyd) TURF ESTABLISHMENT (CM #0009, 06/08/10, decrease quantity 1388 sayd) SIGN INSTALLATION PAVEMENT MARKINGS, TYPE H, SOLID (CM #0009, 06/08/10, increase quantity 5275 Inft) TEMPORARY TRAFFIC CONTROL FIELD OFFICE CM #0004, 11/05/07, CONTRACT MODIFICATION WORK (PIER CAP MODIFICATION) CONTRACT MODIFICATION WORK (12" WATERLINE, CAST IRON) 560,000 481.000 1200,000 _ 1.000 1.000 _ _ 520,000 _ -75.000 99.000 LNFT 1200.000 LNFT 2.000 EACH ___ 3.000 EACH __448.000_CUYD_ 9400,000 -1368,000 _8012.000 SQYD 8.000 3100.000 5275.000 100.000 1.000 100.000 100.000 6.000 EACH 40375.000 LNFT _ 100.000 LPSM 1,000 EACH 100.000 LPSM SOO. EPSM... $31.00 $30.00 $3,000.00 -$4,000,00 $155.00 $5.00 $400.00 $2.00 _ $38,000.00 $40,000.00 $8,001.34 $64,560.00 —— $3,069.00} 0.000 $36,000.00) $6,000.00) 0.000 $12,000.00} 0.000 $68,975.00 — $2,400.0 $20,750.00] a 0.000 0.000 0,000 9,000 $40,000.0) 0.000 $8,001.34] seacencey 0,000 0.000 ee a: 99.000 99.000 1200.000 1200.00 _ 2.000 2.000 3.000 3.000 AAS.0O0, ___ 446.000 ... 8012.000 8012.000 © 6.000 6.000 10375000 10375.000 100,000 100.000 1.000 1.000 a. 100,000 100,000 oe $3,069.00 $6,000.00 $12,000.00) $68,975.00 $40,060.00 $2,400.00 _ $20,750.00 $38,000.00) $40,000.00 __ $8,001.34 $64,560.00 ~481.00 0.00 1.00 2.00 -75.00 -1388.00 0.00 $275.00 0.00 0.00 0.00 82.93 0 0,00 () 100.00 0 200.00 o ~14.42 ie) 14.77 0 0.00 i} 103.43 ie] 0.00 0 0.00 0 0.00 VY) Ie U.S. DEPAR’ FEDERAL Hi Y ADMINISTRATION OF TRANSPORTATION EASTERN FEDERAL LANDS HIGHWAY DIVISION DATE TIME BEGAN: DATE CONTRACT COMPLETE: DAYS ALLOWED: EXTENSIONS GRANTED BY CM #0002 EXTENSIONS GRANTED BY CM #0003 EXTENSIONS GRANTED BY Cl #0004 EXTENSIONS GRANTED BY CM #0005 EXTENSIONS GRANTED BY CM #0007 EXTENSIONS GRANTED BY CM #0008 EXTENSIONS GRANTED BY CM #0009 TOTAL DAYS ALLOWED DAYS USED TIME USED to date/allowed WORK COMPLETE to date/prabable CONSTR FUNDS USED to date/allotted CE FUNDS USED to date/alloted CE BUDGET USED TOTAL INCREASE DUE TO CMS TOTAL DECREASE DUE TO CMS TOTAL INCREASE DUE TO OVERRUNS TOTAL DECREASE OUE TO UNDERRUNS CM #0001, 09/07/06 CM #0002, 03/15/07 CM #0003, 07/19/07 CM #0004, 11/05/07 CM #00085, 03/12/08 CM #0006, 06/11/08 CM #0007, 07/10/08 CM #0008, 08/07/08 CM #0009, 06/08/10 VI Q-NH-73(2), 732(1) - ESTATE MON BIJOU BRIDGES - FINAL ESTIMATE # 32 CONSTRUCTION BID TO DATE 10/31/05 CONTRACT $4,069,200.00 $4,711,049.85 09/04/07 OBE INCENTIVE $0.00 $0.00 674 QUALITY INCENTIVE $0.00 -$14,120.66 13 08/17/07 by CM#0002 SMOOTHNESS INCENTIVE $0.00 $0,00 35 10/22/07 by CM#0003 = TOTAL $4,069,200.00 $4,696,929.19 20 11/11/07 by CM #0004 188 04/25/08 by CM#0005 FUNDS AUTHORIZED 91 07/25/08 by CM #0007 PROJ: 151578STXBRJ1; TASK: 540.00.6320.78; ORG: 1578000000 UDO 21 08/15/08 by CM #0008 $4,069,200.00 $4,557,829.71 use first $0.00 $4,557,829.71] transferred to and reimb.in sister 42 09/26/08 by CM #0009 acct PROJ: 15A578STXBRU1; 1062 PROJ: 15A578STXBRJ1; TASK: R40.00.6320.78; ORG: 1578000000 TASK: R and 240.00.6320.78 1062 09/26/08 $196,552.58 $67,453.10 $196,552.58 Date Time Count Stop 100.00% TOTAL $4,069,200,00 $4,754,382.29 $4,754,382.29 -$57,453.10 amount of final CM 100.00% BALANCE OR DEFICIT $0.00 $57,453.10 $4,686,929.19] has been paid against this contract from 15A578 through estimate 31 98.79% $10,000 final peyment will be made from 75A5... TASK R40.00.6320.78 ADIV/O! PROBABLE CE/ 96.62% CONSTRUCTION ENGINEERING AUTHORIZED TODATE PROBABLE TO DATE CN TOTAL-ALL WORK CODES $0.00 $1,560,381.09 $1,615,000.00 34.38% $934,602.73 -$306,873.54 C E BREAKDOWN FUNCTIONC FUNCTION"G*=i FUNCTIONM TOTAL “TO DATE AUTHORIZED $0.00 $0.00 EXPENDED $1,375,696.89 $166,426.95 $18,257.25 $1,560,381.09 $0.00 PROBABLE $1,400,000,00 $170,000.00 $45,000.00 $1,615,000.00 $91,459,39 EXPENDED PER DELPHI REPORTS AS OF 04/02/10 FY 08 & PP 05 $437,366.53 PE EXPENDED DELPHI 10/17/07 FY 08 & PP 20 $0.00 *CE AUTH. PER DELPHI $495.00 DELPHI CE ACCOUNT NUMBER PROJ: 15A578STX8RJ1; TASK: R20.C0.6320.78 ; ORG: 1578000000 $8,001.34 ACCOUNT NUMBER FOR PYRL: VI Q-NH-73(3)-ST. CROIX BR -CE-C $388,573.98 brkdn CE by resource (nat incl.SISTER) $53,430.80 LABOR $577,651.00 $64,560.00 Contract Award $4,069,200.00 TRAVEL $244,678.00 $78,561.78 Net CMs $627,723.19 svcs $9,264.00 -$57,453.10 TOTAL CONTRACT AMOUNT $4,696,929.19 SUPPLIES $150.00 MISC $567,377.00 $1,399,120.00 pg | pf2 disbursements to: BANCO POPULAR de PUERTO RICO CHRISTIANSTED VI 00822 0215 0201 1 (190-029595) VIRGIN ISLANDS PAVING, INC. FISCAL DATA RECORD VI Q-NH-73(2), 732(1) - ESTATE MON BIJOU BRIDGE CONTRACT DTFH71-05-C-00030 with VIRGIN ISLANDS PAVING, INC. TIN #66-0384389 CURRENT PROBABLES % TIME COMPLETE %WORK COMPLETE PROJ: 15A578STXBRJ1; ORG: 1578000000; TASK: R40.00.6320.78 PROJ: 151578STXBRJ1; ORG: 1578000000; TASK: 540.00.6320.78 $ 4,696,929.19 100.00% 100.00% Date Explanation Disbursed Allotment Obligated Liquidated Unlig. Bal. Unoblig. Bal. $3,650,000.00 ~ $0.00 | $3,650,000.00 $419,200.00 $0.00 | $4,069,200.00 2005 Bid 23 $4,069,200.00 | $4,069,200.00 | $4,069,200.00 $0.00 | $8,138,400.00 09/13/05 |contract award listed as 09/02/05 ($4,069,200.00)} $4,069,200.00 $4,069,200.00 $0.00 03/ /06 |Est #01 $41,681.00 $41,681.00 | $4,027,519.00 $0.00 03/20/06 |Est #02 $24,000.00 $24,000.00 | $4,003,519.00 $0.00 04/ /06 |Est #03 to Finance 4/24, dj $66,700.85 $66,700.85 | $3,936,818.15 $0.00 05/19/06 |Est #04 $61,937.58 $61,937.58 | $3,874,880.57 $0.00 06/06/06 |PR CON-090 $91,459.39 adl.str.exc.for placement concr.below bent footings for incr.bearing cay $3,874,880.57 $0.00 06/27/06 | Est 05- owe int. $47,246.72 $47,246.72 | $3,827,633.85 $0.00 07/20/06 |Est 06 $259,421.50 $259,421.50 | $3,568,212.35 $0.00 06/15/06 |PDeWeese on the PR - M.M. date 7/24 $91,459.39 $3,568,212.35 $91,459.39 not obligated $3,568,212.35 $91,459.39 08/21/06 | Est 07 $375,616.65 $375,616.65 | $3,192,595.70 $91,459.39 /07/06 1CM #0001 $91,459.39 $3,284,055.09 $0.00 Qs Est 08 $293,398.89 $293,398.89 | $2,990,656.20 $0.00 /25/06 |CM #0002 sent to contractor - 13 days adl. Time; no item cha $0.00 $0.00 | $2,990,656.20 $0.00 10/16/06 |Est 09 $131,940.15 $131,940.15 | $2,858,716.05 $0.00 12/21/06 |Est 10 to finance 12/28/06 $9,422.81 $9,422.81 | $2,849,293.24 $0.00 02/21/07 |Est 11 $136,592.97 $136,592.97 | $2,712,700.27 $0.00 03/15/07 |}CM #0002 13 days adl. Time; no item changes $2,712,700.27 $0.00 03/20/07 |Est 12 | $200,319.45 $200,319.45 | $2,512,380.82 $0.00 03/26/07 |PR -CN-07-072 $495.00 net, inc! 3 new iten $495.00 $2,512,380.82 $495.00 to contractor 5/14/07 CM #0003, add 35 days +495.00 $2,512,380.82 $495.00 06/06/07 |Est 13 | $130,489.51 $130,489.51 | $2,381,891.31 $495.00 06/25/07 |Est 14 due 6/21-will owe if $304,161.96 $304,161.96 | $2,077,729.35 $495.00 07/11/07 |PR C-07-108 $8,001.34 pier caps modification $2,077,729.35 $495.00 07/17/07 Est 15 | $173,725.33 $173,725.33 | $1,904,004.02 $495.00 07/19/07 |CM #0003, add 35 days +495.00 $495.00 $1,904,499.02 $0.00 08/16/07 | Est 16 to Finance 8/22 $446, 165.66 $446,165.66 | $1,458,333.36 $0.00 09/14/07 }Est 17 $156,434.28 $156,434.28 | $1,301,899.08 $0.00 10/18/07 |Est 18 $40,592.00 $40,592.00 | $1,261,307.08 $0.00 11/05/07 |CM #0004 $8,001.34 $8,001.34 $1,269,308.42 $0.00 11/21/07 | Est 19 $142,845.50 $142,845.50 | $1,126,462.92 $0.00 12/20/07 |Est 20 $159,940.19 $159,940.19 $966,522.73 $0.00 01/21/08 \Est 21 $165,028.80 $165,028.80 $801,493.93 $0.00 Est 22 $167,045.00 $167,045.00 $634,448.93 $0.00 03/24/08 |Est 23 $196,521.20 $196,521.20 $437,927.73 $0.00 PR req. $388,673.98 $437,927.73 $0.00 task R40.00.6320.78 $437,927.73 $0.00 incl.flood control issues $437,927.73 $0.00 funded $388,673.98 $437,927.73 $388,673.98 /12/08 |CM #0005 - incl. 165 day $388,673.98 $826,601.71 $0.00 TOTALS | $3,731,228.00 | $4,557,829.71 | $8,627,029.71 $7,800,428.00 $826,601.71 $0.00 Ba- FISCAL DATA RECORD VI Q-NH-73(2), 732(1) - ESTATE MON BIJOU BRIDGE CONTRACT DTFH71-05-C-00030 with VIRGIN ISLANDS PAVING, INC. TIN #66-0384389 pg 2 of 2 disbursements to: BANCO POPULAR de PUERTO RICO CURRENT PROBABLES $ 4,696,929.19 CHRISTIANSTED V1 00822 % TIME COMPLETE 100.00% 0215 02011 % WORK COMPLETE 100.00% (190-029595) VIRGIN ISLANDS PAVING, INC. PROJ: 151578STXBRJ1; ORG: 1578000000; TASK: 540.00.6320.78 PROJ: 15A578STXBRJ1; ORG: 1578000000; TASK: R40.00.6320.73 Date Explanation Disbursed Allotment Obligated Liquidated Unliq. Bal. Unoblig. Bal. bal.from previous pg. $3,731,228.00 | $4,557,829.71 $8,627,029.71 $7,800,428.00 $826,601.71 $0.00 04/22/08 jest 24 $96,575.98 $96,575.98 $730,025.73 $0.00 04/24/08 PROJ: 15A578STXBRJ1; ORG: 1578000000; TASK: R40.00.6320.7 $730,025.73 $0.00 PR CN-08-053 | | $53,430.80 $730,025.73 $53,430.80 05/01/08 |CM #0006 $53,430.80 draft to contractor for signature $730,025.73 $53,430.80 05/13/08 |PR CN-072 $65,000.00 $730,025.73 $118,430.80 05/19/08 Jest 25 $34,208.74 $34,208.74 $695,816.99 $118,430.80 06/11/08 |CM #0006 $53,430.80 $749,247.79 $65,000.00 07/10/08 |CM #0007 $64,560.00 $813,807.79 $440.00 PROJ: 15A578STXBRJ1; ORG: 1578000000; TASK: R40.00.6320.78 $813,807.79 $440.00 07/14/08 |PR CN-08-105 $100,000.00 slope stabilization $813,807.79 $440.00 07/14/08 PROJ: 15A578STXBRJ1; ORG: 1578000000; TASK: R40.00.6320.78 $813,807.79 $440.00 $100,000.00 $813,807.79 $100,440.00 7/14/08 Jest 26 $107,609.07 $107,609.07 $706,198.72 $100,440.00 @:: est 27 $199,330.97 $199,330.97 $506,867.75 $100,440.00 e date |sent to finance 08/04/08 $506,867.75 $100,440.00 08/07/08 |CM #0008 & 21 days $78,561.78 $585,429.53 $21,878.22 PROJ: 15A578STXBRJ1; ORG: 1578000000; TASK: R40.00.6320.78 $585,429.53 $21,878.22 08/27/08 \est 28 to finance 8/26+/13:30pm| $123,446.55 $123,446.55 $461,982.98 $21,878.22 10/08/08 Jest 29 $189,105.36 $189,105.36 $272,877.62 $21,878.22 10/14/08 Jest 30 $174,949.76 $174,949.76 $97,927.86 $21,878.22 12/01/08 jest 31 $30,474.76 $30,474.76 $67,453.10 $21,878.22 06/08/10 |CM #0009, final quantities $57,453.10 $10,000.00 $79,331.32 assume per CMs 7, 8, 9 ($79,331.32) $10,000.00 $0.00 07/07/10 | Est 32 final $10,000.00 $10,000.00 $0.00 $0.00 est 2 interest pd $459.20 & reversed $0,00 $0.00 int $215.37 $215.37 $0.00 $0.00 int $49.81 $49.81 $0.00 $0.00 joe mcgee int ($0.54) ($0.54) $0.00 $0.00 est 10 interest $22.58 $22.58 $0.00 $0.00 est 11 interest $19.92 $19.92 $0.00 $0.00 est 13 interest $114.18 $114.18 $0.00 $0.00 est 14 interest $1,286.35 $1,286.35 $0.00 $0.00 est 15 interest $83.24 $83.24 $0.00 $0.00 est 16 interest $855.15 $855.15 $0.00 $0.00 est 17 interest $0.32 $0.32 $0.00 $0.00 est 17 interest $99.62 $99.62 $0.00 $0.00 est 18 interest $51.87 $51.87 $0.00 $0.00 est 21 interest $4.22 $4.22 $0.00 $0.00 est 21 interest $82.88 $82.88 $0.00 $0.00 & est 23 interest $103.72 $103.72 $0.00 $0.00 est 25 interest $40.62 $40.62 $0.00 $0.00 est 26 interest $42.60 $42.60 $0.00 $0.00 TOTALS $4,700,001.10 | $4,700,001.10 | $8,823,582.29 | $8,823,582.29 $0.00 $0.00 be GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES —_&{—_— DEPARTMENT OF PUBLIC WORKS 6002 Estate Anna’s Hope Christiansted, St. Croix, V.1. 00820-4428 Tel: (340) 773-1290 Fax:(340) 773-0670 OFFICE OF THE COMMISSIONER November 18, 2008 Melisa Ridenour, Division Engineer Eastern Federal Lands Highway Division 21400 Ridgetop Circle Sterling, Virginia 20166 ATTN: Jim Mathews, Construction Operations Engineer RE: Final Acceptance Mon Bijou Bridges, Project No. VI Q-NH-73(2), 732(1) Dear Mr. Matthew: Please allow this correspondence to serve as Final Acceptance of Project No. VI Q-NH-73(2), 732(1) construction of the Mon Bijou Bridges and Open Channel. As per final inspection on September 30, 2008 and subsequent follow up completion of the punch-list items, the project w is hereby accepted. Please provide a copy of closeout documentation includin your closeout process. g as built plans upon completion of Sincerely, Darryl A. Smalls P.E. Commissioner DAS/WDB ut ce: Roberto Cintron, Assistant Commissioner Wystan Benjamin, Highway Program Manager John Paul David, Construction Program Manager-St. Croix Mark Mulholland, Project Engineer David Baird, VI Paving Inc. ANAC AY UI: CT: td 92 AgY goue ° 34h @ Eastern Federal Lands 21400 Ridgetop Circle US.Deportment Highway Division Sterling, VA 20166-6511 of Transportation Federal Highway y * Administration JUN 0 2 2010 fu Reply Refer To: HFCO-15 FEDERAL EXPRESS Mr. Robert J. Schierloh President Virgin [slands Paving, Inc. 13-GA Estate Bethlehem Kingshill, VI 00851 Subject: Project VI Q-NH-73(2). 732(1) Highway 73 and Mon Bijou/Glynn Road Contract Closeout Contract No. DTFH71-05-C-00030 Dear Mr. Schierloh: We are pleased to advise you that all work performed on the above referenced project has been satisfactorily completed in substantial conformity with the plans and specifications. Final acceptance was effective on November 18, 2008, and as of that date you were relieved of further maintenance obligations. Enclosed please find the following documents: ° The final estimate (Estimate No. 32). + Two copies of Contract Modification (CM) No. 0009. ’ Two copies of Form 4220.4, Contractor's Release. ° Two copies of Form 1034. Public Voucher for Purchases and Services Other Than Personal. You are requested to sign and return both copies of CM No. 0009. and both copies of Forms 4220.4 and 1034, which are based on the final estimate. One copy of CM No. 0009, with all the a8 appropriate signatures, will be returned to you for your records. Upon receipt of the executed documents, we will process the final payment. [f you have any questions. please contact Mr. James Mathews. Construction Operations Engineer, at 865-286-6102. Sincerely yours, a gy Thomas YScott, Jr. PLE. Construction Engineer and Administrative Contracting Officer Enclosures 3 U.S. Department of Transportation Federal Highway Administration Federal Lands Highway CONSTRUCTION PROJECT MATERIAL CERTIFICATION State Virgin Islands - St. Croix Project No. VI Q-NH-73(2), 732(1) a Project name St. Croix Bridges Contract No. DTFH71-05C-00030 Part I - Field Control It is certified (1) that all material accepted pursuant to this contract complies with the terms of the contract as documented by the project records in according to Federal Lands standards; or (2) that material not complying with the terms of the contract was accepted according to FAR Clause 52.246-12 based on a technical evaluation of the material documented in the project records. It is further certified (1) that the results of verification tests taken during construction confirm the validity of acceptance tests according to Federal Lands standards; or (2) that inconsistencies between verification and acceptance tests were responded to according to Federal Lands standards and so documented in the project records. It is further certified (1) for material accepted by manufacturer's certification of compliance, such certifications and accompanying test result (when required) indicate compliance with the terms of the contract; and (2) that if verification tests of such material were taken, the tests confirmed the validity of the certifications, or the discrepancies were responded to according to Federal Lands standards and so documented in the project records. Project Engineer mark mullholand Sa as Date —— 7-29-09 Construction Operations Engineer Jim M. Mathews 2=2333-<-— Date 07/31/2009 Part IT - Final Review It is certified (1) that the results of verification tests taken during construction confirm the validity of the job site acceptance testing and/or manufacturer's certificates; or (2) that inconsistencies are appropriately documented together with the technical basis of acceptance of the material. Materials Engineer Michael P. Dallaire 2SssS=- Date 7/31/2009 It is certified that the records for this project have been reviewed and confirmed that the acceptance and documentation of all materials complied with Federal Lands standards. Construction Engineer Thomas J. Scott Jr. SESeaete Date 8/3/2009 Form FIIWA 1637 (Rev 9-06) a1 ‘. “~ ~¥ af YW ‘Sa \ $e. £2 > i = a a “~~ S eS ~~ 7” i aa ee a “pn — a — ~— =< - —_ os ei rae Hwy 73 Bridge before construction O72 beat Tt et a." akon Sitti jie, ii oom a ais ll 2 sat es Massere a sees RO aye ti} sent hi thi t| | VA dtu an ed ™, bait mi I iii: THE ig rill i’ ‘fli SS i= BAe i: 7a Pie zi ih -/ — = bs ~ st ae Sah f= town 7 Ve = ae ne FF <4 tor in mie i eo Soe dg Fa oe MS a =f Fs bere Lat; Hee —> Pa fig a aR ra “se ==” oi we ae +s s Lae nis bal tor ge — ae me ~aise Hwy 73 bridge pier construction ~ 37 = ~ = 4 as ba RE aNit ~ c4 rah ae a Pht co Md; A bien a" == re 4 ex xd 2 — \ ie be Ae <= my oa * te Tp, a Oa ae Hwy. 73 Bridge Pier Construction TT. —_— — hy ~ er, ert —— 7 ro PY ow 2 3 eet oo mee * == —— — ie, TES Poy ——— = ld 4 owes 5% Sd ae Tee, neem os arene a “aa ~ er SRS a ue = , a ee ee 4 uh ea . = i a 2 — a = ral i ie Hwy. 73 Bridge Deck Construction 38 a ? IT (000 oh ne ‘2 uF i i ay He it — sinha —_ = _ ty Et )— = — —< SS Ph 1m 5 ds x. aa ——— a | 18 Se — — — "= = ~~ Ly) -_— “= <a: - = se +3 Sa Sx = 4 — wut — 3 —— —-. ans P ; oe — + i} ‘Ss i — Sa, Ss heute Ae. ~ oo “S ~~ ~ — NS AS - ft N ; NS Hwy. 73 Bridge Deck Construction 25 = Ly s ir wy as os —vT ve Wy CE Ty .= = Se Tha S My sth By Lieang th =; sash a bua) wn ! a Sens Sais is bebe ot A a dint 7 are hea aan Paty es Peat —— us ~ Se ———, a S\ So = SS NS = SSS SS = =\ SS SS ~ SS SS . — Ss. —— ee ae = —= ee nae SS a SS < NS See = ar <a Ss 72> a 8 -“~ at Ls — ~S ~t 4 Ss = Se 4) =e =" —S SS ~S — 1: ~—s ~ <> > ~y a> —— — me SS > >» —— —— = SS <= — > => ~~ AN A Se an % S \ SS a L o> ~ \ S oN as ee »* oon \ “ QUT ay << S. — SS S fs \e , —™, SS A \ - Hwy. 73 Bridge Deck Construction 39 — al — Fes Siete “Ss ser. tw. tat pte be ray we u gi be ine, an oy bi we Fi ‘ _ at > es om ~- > aes Od cot Soe x, + hes ~ ee tee ~~ = a5 wet Sar at ~ 4 ASN taal —?, Ye we sts bey -* nat 2 es ii~ Se ues —t ~~ . tn > Se sae Byrd t= — —< s. VF i ¥¥ ait mp me a _ ah wn te) 9a oo ey Se ~ eo ee, _<eN e* _ - ne ng ie + . So any = A= > bal os ” a, ae . a a ae oon Pr | - a >. oof ore Poy 2 > tate — ¢, ee +A AP -* a 4. 3- Hwy. 73 Bridge Placing Gabion Baskets 6, ' a a o>. » * % - 5 Soe ~ an) —a— aco, 5 pee a1 Er 4c nd =. ~it: eo ae yy a} ls th ae ae Tagace me te a ue mH a = i “> —- Ss a ew tee Re Sat = el Oe en ear2 = - 2 a, tec ame wo Paes A ee ~ = Hwy. 73 Bridge Completed Project 40 - ° “ Glynn Rd. Bridge Location Before Construction —E — — = Se i Mi Eel 7) Po — ——- a PPT tare, eines <5 ie e a = CaS ae By <M thee a ales Cas a re ye ie ah =e ee ane oo a v sri Ee, wt is x = a fs Pes 2-1 BPA, - fas pre -3 *s Py. » fe See Es ae ee Pe, a“ 45 sat” Ue ae 4 aS ey a Seal uta >< Ws uF he =< by Nn at ice 34 (he sm™ etal Po ee a > a earlier ~ Glynn Rd. Bridge Constructing Abutment 41 a'9 pir — * Samy ye = wee =~ ge a, gg — oe = he ! 4 wet _* if dt ah at * t or | Ww ie — — RS OF —— Le > =e —— Pr “«- jai f— — err —ia PTA! WN A —t i" SS ay rT an (21 s sh > : ‘ i = it ee ws at A 4 ~ AE Sg ee y <e~ B- Y <4 : & 5 ae += on, he Ca — PSE. re i ~~ <A tate 9" = ss mantel == ty, > oo? pent —t Sa are Ss eS) — ad es sr a ~~ ma — pare re es oy =e Rasy, eo - is Be es nae —“% et: wry ae" 2 a ot wt Se <a. ese ae — 40 —— Glynn Rd. Bridge Abutment Construction aa etait. Te cee ene —* a. +i AS oe —< +3 Ek — s ee gee #8 bil at —< —_—— Pia ~~ —_ ie i] ee ee ee oS bape TTT mone , > ut <F AJ Sinn.7 - +i why _ he x re | a 4 oT ae oe & 5 ry % — ae Af Ks * ae 1 oie 4. a = Ft - i = = -— ia. eet . SS an , ~~ See a w-* - =: ~~ >> ol Ae. 4 <* ~~ eed asiye = 2c ~_ Ses aa ae ta ~— - ~ N ~~ = SS a =" fated ee wits A. ay 4 oa weg ving we = Se ie ae ay ~% Be fps od Oe 2 Men cp ahh. ‘el Lasigs at Teo &.. & wd awe ks > = te eer hte} Ss ae “ A. ‘- ive Se ioe - Se che “2 Le ae Glynn Road Bridge Beam Construction 42 tee Se ee : one aa ee = a = LW SS == hh —_ cl | Os A\ Th a mt N I l r\ al Va = 4 >| \f | Le — — \ Se rn ae — q ) ee rts a i ns £ S. « 7 _— yi . en SS of Bax — on Glynn Rd. Bridge Deck Construction a VJ x} is -“_- bee: ak > ‘Sage ie te “ 5321627 B46 442 ee —— } “<AGS £77 |\ ir wi -- =—- _—~ a= e: 4 q i Pt > at me: A a ~. Sails, “ie , ac ee) » ~~ e ab ape a. LE “~<a a ead ig, Be ayem oo eh a bar ~* ah oot ee Glynn Rd. Bridge Deck Construction 43 —— en ss RD = — e\ a Fie ay ~~. | | Pf ay = ———_ — el ee Ct Sos a a. = st ~. 6 - sf > ay = Paral SS vet “ = Pe -_ _~ ~~ ag — => aa we Me SS — LT — nat eee — ~—_ Pee + = Glynn Rd. Bridge Deck Construction _— i ad 6 x 'S ” ne wit tt is oS rey - a a = = =e ae <>-—s —— eon te od — ese +e — me Fn sagt wy Fi aez f at ore “~~ we. >. a ae Se mare Psy w= epee SES 7° ae Po sek aa) pr 1% é ak: —~ ~ ea - eo = ba +E Ce ee an Say Doe 5s eagee 5 — Re Ors Se AeA Pi Dero, Ses SDs Glynn Rd. Bridge Deck Construction 44 — = ro “il Ry =_" ~* ar oo ao =z ae Go — ja arly Ay. a Paes or IN ff — Ne Se =" = FE ss “ <= ez >=. pe ee — o4 Sikes — — avs > a Glynn Rd. Bridge Deck Construction ~ = ———— —— aaa —— v nt e cH = ee a Fs, . r Re, ages - Sn TS oes Bae fj me ae. ” ~ i a ee ail a ied «a? ye mi ~~ « Glynn Rd. Bridge Placing Gabion Baskets 45 i : ee “che a5] eo ee ae — ae « Wee —-— & = ake a a ~~ . a meer ethane —Y | —- re ae ad Pain. ore ” nem AEN ao renee Be 22 ey ab em Rhee = rs & Cdn] a _——- en Gs vo a ar as ia aS Set — ee = Sa =. nti are Sr ae, aS Ca. <=. £ rs ant ~~ a sas A, Sey = See rz, ene i e = -% — bot ts , SS a at <P barat <i es Glynn Rd. Bridge Final Product 46