FLORIDA DEPARTMENT OF TRANSPORTATION LNTCIQA BID SOLICITATION NOTICE AND APPROXIMATE QUANTITIES (NOT FOR BIDDING PURPOSES) LETTING ID: CT070307 CALL ORDER: 004 PROPOSAL ID: T7155 DISTRICT: 07 COUNTIES : HILLSBOROUGH, , , ROAD NAME : SR 400 LIMITS : FROM A PT W OF KINGSWAY RD TO A PT E OF BAKERS BRANCH FINPROJ NO(S): 40673825201 (*) FEDERAL AID NO: 0041212I WORK MIX: MCCO WEIGH STATION STATIC/WIM 40673825202 FEDERAL AID NO: 0041212I WORK MIX: MCCO WEIGH STATION STATIC/WIM TOTAL ROADWAY LENGTH: 2.499 MILES CONTRACT DAYS: 940 TOTAL BRIDGE LENGTH: 0.000 MILES LETTING DATE : 03/07/07 TOTAL PROPOSAL LENGTH: 2.499 MILES ACQUIS. TIME : N/A PROPOSAL BUDGET ESTIMATE: $ 37,725,000.00 PROPOSAL PACKAGE FEE: $5.00 DESCRIPTION: A + B Bidding Flexible Start Time Electronic Bidding is required for this project. NOTE: THERE WILL BE A MANDATORY PRE-BID CONFERENCE FOR THIS PROJECT AT 10:00 AM ON MONDAY, JANUARY 22, 2007 AT THE FLORIDA DEPARTMENT OF TRANSPORTATION, DISTRICT 7 HEADQUARTERS AUDITORIUM, 11201 N. MCKINLEY DRIVE, TAMPA, FL 33612. IF YOU HAVE ANY QUESTIONS CONCERNING THIS MATTER, PLEASE CONTACT MANUEL SANTOS AT (813) 975-6450. THIS PRE-BID CONFERENCE IS MANDATORY BECAUSE OF THE COMPLEXITY OF THE PROJECT. ONLY PLANS AND SPECIFICATIONS WILL BE AVAILABLE PRIOR TO THE PRE-BID CONFERENCE. THE PROSPECTIVE BIDDER SHALL BE PREQUALIFIED ACCORDING TO THE REQUIREMENTS OF FDOT RULE CHAPTER 14-22 AND SECTION 2-1 OF THE 2007 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. PROPOSALS (BIDDING DOCUMENTS) WILL BE ISSUED ONLY TO THE PROSPECTIVE BIDDERS WHO HAVE ATTENDED THE PRE-BID CONFERENCE AND MET THE FLORIDA DEPARTMENT OF TRANSPORTATION QUALIFICATIONS FOR THIS PROJECT. IT IS SUGGESTED THAT PROSPECTIVE BIDDERS REQUEST PROPOSALS (BIDDING DOCUMENTS) PRIOR TO THE PRE-BID CONFERENCE TO ALLOW FOR PROCESSING. For the purpose of bidding, the Department has established a maximum budget of $37,725,000.00 for the “A” portion. This amount is not the Department’s official cost estimate for the work but is the budgetary constraint established for this contract. Submission of a bid under the maximum budget is not a guarantee of contract award and cannot be interpreted as an appropriate or awardable bid amount. For this contract, the Department will reject as nonresponsive any bid in which the contractor submits a bid in excess of the “A” portion of the maximum budget amount shown above. During preparation of the bid, if concerns regarding the Department’s maximum budget arise, submit a letter of budget concern to Mr. Scott Collister, Director of Transportation Development by 1/17/07. The Department will review the letter of budget concern and determine its next course of action. This process is established to provide the opportunity for bid proposal holders for this contract to express budget constraint issues prior to submission of a (continued on next page) ----------------------------------------------------------------------------------------------- CALL ORDER : 004 PROPOSAL ID : T7155 CONTINUED ----------------------------------------------------------------------------------------------- bid. The improvements under this contract consist of construction of new Weigh-in-Motion(WIM) stations, construction of a wetland mitigation site and removal of the existing weigh stations on I-4. NOTE: THIS PROPOSAL IS A COST PLUS TIME PROPOSAL(A+B). THE FOLLOWING SITES ARE COST PLUS TIME SITES: SITE DESCRIPTION ROAD USER COST PER DAY MAXIMUM DAYS 00 Contract Time $5000 940 ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- <<<<<<<<<<<< SECTION 0001 ROADWAY >>>>>>>>>>>> 0101 1 MOBILIZATION 40673825201 LS 1.000 0102 1 MAINTENANCE OF TRAFFIC 40673825201 LS 1.000 0102 60 WORK ZONE SIGNS ED 13,184.000 0102 71 14 BARRIER WALL, TEMPORARY, F&I, TYPE K LF 16,473.000 0102 71 24 BARRIER WALL, TEMPORARY, RELOCATE, TYPE K LF 5,096.000 0102 74 1 BARRICADE, TEMPORARY, TYPES I, II, DI, VP & DRUM ED 14,622.000 0102 74 2 BARRICADE, TEMPORARY, TYPE III, 6' ED 1,440.000 0102 76 ADVANCE WARNING ARROW PANEL ED 248.000 0102 77 HIGH INTENSITY FLASHING LIGHTS, TEMP, TYPE B ED 4,184.000 0102 78 REFLECTIVE PAVEMENT MARKER,TEMPORARY EA 1,048.000 0102 79 LIGHTS,BARRIER WALL MOUNT,TEMP,TYPE C,STEADY BURN ED 35,074.000 0102 89 7 CRASH CUSHION/IMPACT ATTENUATOR, TEMPORARY, LO 4.000 0102 99 CHANGEABLE-VARIABLE MESSAGE SIGN, TEMPORARY ED 248.000 0102150 1 PORTABLE REGULATORY, SIGN ED 288.000 0102150 2 RADAR SPEED DISPLAY UNIT ED 288.000 0104 1 ARTIFICIAL COVERINGS, FOR EROSION CONTROL SY 1,951.000 0104 4 MOWING AC 880.100 0104 10 2 SYNTHETIC BALES LF 3,240.000 0104 11 FLOATING TURBIDITY BARRIER LF 187.000 0104 13 1 STAKED SILT FENCE, TYPE III LF 22,294.000 0104 13 2 STAKED SILT FENCE, TYPE IV LF 6,108.000 0104 15 SOIL TRACKING PREVENTION DEVICE EA 5.000 0109 71 4 FIELD OFFICE,1200 SQ FT DA 980.000 0110 1 1 CLEARING & GRUBBING 40673825201 LS 1.000 0110 1 1 CLEARING & GRUBBING LS 1.000 0110 4 REMOVAL OF EXISTING CONCRETE PAVEMENT SY 6,814.000 0110 86 DELIVERY OF SALVAGEABLE MATERIAL TO FDOT LS 1.000 0120 1 REGULAR EXCAVATION CY 265,130.000 0120 4 SUBSOIL EXCAVATION CY 22,939.000 0120 6 EMBANKMENT CY 183,710.000 0160 4 STABILIZATION TYPE B SY 117,206.000 0160 6 SUBBASE STABILIZED SY 4,822.000 0162 1 11 PREPARED SOIL LAYER- FINISH SOIL LAYER, 6" SY 195,053.000 0162 1 22 PREPARED SOIL LAYER- ORGANIC SOIL LAYER, 12" SY 16,903.000 0285706 OPTIONAL BASE, BASE GROUP 06 SY 25,307.000 0285712 OPTIONAL BASE, BASE GROUP 12 SY 16,886.000 0285713 OPTIONAL BASE, BASE GROUP 13 SY 4,104.000 0287 1 ASPHALT TREATED PERMEABLE BASE CY 7,704.000 0288001 CEMENT TREATED PERMEABLE BASE CY 752.000 0327 70 1 MILLING EXIST ASPH PAVT, 1" AVG DEPTH SY 23,238.000 0327 70 19 MILLING EXIST ASPH PAVT, 3/4" AVG DEPTH SY 85,444.000 0334 1 12 SUPERPAVE ASPHALTIC CONC, TRAFFIC B TN 5,249.600 0334 1 13 SUPERPAVE ASPHALTIC CONC, TRAFFIC C TN 3,847.800 0334 1 15 SUPERPAVE ASPHALTIC CONC, TRAFFIC E TN 2,716.600 0334 1 25 SUPERPAVE ASPH CONC, TRAF E, PG76-22 TN 2,716.600 0337 7 22 ASPH CONC FRICTION COURSE, INC BIT, FC-5, PG76-22 TN 4,182.200 0339 1 MISCELLANEOUS ASPHALT PAVEMENT TN 168.200 0350 1 16 PLAIN CEMENT CONCRETE PAVEMENT, 10 1/2" SY 45,686.000 0350 1 23 PLAIN CEMENT CONCRETE PAVEMENT, 14 1/2" SY 20,692.000 0400 1 15 CONCRETE CLASS I, MISCELLANEOUS CY 5.000 0425 1521 INLETS, DT BOT, TYPE C,<10' EA 21.000 0425 1524 INLETS, DT BOT, TYPE C, JBOT, >10' EA 1.000 0425 1541 INLETS, DT BOT, TYPE D, <10' EA 5.000 0425 1543 INLETS, DITCH BOTTOM, TYPE D, J BOT, <10' EA 2.000 (continued on next page) CALL ORDER : 004 PROPOSAL ID : T7155 CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 0425 1544 INLETS, DITCH BOTTOM, TYPE D, J BOT, >10' EA 1.000 0425 1701 INLETS, GUTTER, TYPE S, <10' EA 14.000 0425 1703 INLETS, GUTTER, TYPE S, J BOTTOM <10' EA 4.000 0425 1704 INLETS, GUTTER, TYPE S, J BOTTOM, >10' EA 2.000 0425 1711 INLETS, GUTTER, TYPE V, <10' EA 2.000 0425 1801 INLETS, MEDIAN BARRIER, TYPE 1, <10' EA 18.000 0425 1803 INLETS, MEDIAN BARRIER, TYPE 1, J BOT, <10' EA 5.000 0425 1811 INLETS, MEDIAN BARRIER, TYPE 2, <10' EA 1.000 0425 1813 INLETS, MEDIAN BARRIER, TYPE 2, J BOT, <10' EA 3.000 0425 1891 INLETS, BARRIER WALL, <10' EA 3.000 0425 1893 INLETS, BARRIER WALL, J BOT, <10' EA 2.000 0425 2 63 MANHOLES, P-8, PARTIAL EA 2.000 0425 3 43 JUNCTION BOX, DRAINAGE, P-7, PARTIAL EA 1.000 0425 11 DRAINAGE STRUCTURE MODIFY EA 2.000 0430172101 PIPE CULVERT OPTIONAL MATERIAL, ROUND - SHAPE, 0-24", LF 7,036.000 0430172102 PIPE CULVERT OPTIONAL MATERIAL, ROUND - SHAPE, 25-36" LF 1,306.000 0430172103 PIPE CULVERT OPTIONAL MATERIAL, ROUND - SHAPE, 37-48" LF 452.000 0430172105 PIPE CULVERT OPTIONAL MATERIAL, ROUND - SHAPE, 61" OR LF 40.000 0430172201 PIPE CULVERT, OPTIONAL MATERIAL, OTHER - ELIP/ARCH, 0- LF 268.000 0430173101 PIPE CULVERT OPTIONAL MATERIAL, ROUND - SHAPE, 0-24", LF 695.000 0430174101 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 0-24"SD LF 28.000 0430611125 U-ENDWALL WITH BAFFLES, STD 261, 1:4 SLOPE, 18"PIPE EA 6.000 0430611325 U-ENDWALL WITH BAFFLES, STD 261, 1:2 SLOPE, 18"PIPE EA 1.000 0430982125 MITERED END SECTION, OPTIONAL ROUND, 18" CD EA 20.000 0430982129 MITERED END SECTION, OPTIONAL ROUND, 24" CD EA 1.000 0430982133 MITERED END SECTION, OPTIONAL ROUND, 30" CD EA 2.000 0430982141 MITERED END SECTION, OPTIONAL ROUND, 48" CD EA 2.000 0430982625 MITERED END SECTION, OPTIONAL - ELLIPTICAL / ARCH, 18" EA 4.000 0430984129 MITERED END SECTION, OPTIONAL ROUND, 24" SD EA 2.000 0436 1 1 TRENCH DRAIN, 15" DIAMETER STANDARD LF 496.000 0436 1 2 TRENCH DRAIN, SPECIAL LF 600.000 0446 71 1 EDGEDRAIN OUTLET PIPE, 4" LF 859.000 0455133 2 SHEET PILING STEEL, TEMPORARY-CRITICAL SF 3,737.000 0520 1 10 CONCRETE CURB & GUTTER, TYPE F LF 1,137.000 0520 2 4 CONCRETE CURB, TYPE D LF 220.000 0520 6 SHOULDER GUTTER- CONCRETE LF 3,863.000 0521 1 MEDIAN CONCRETE BARRIER WALL LF 8,312.000 0521 72 4 SHOULDER CONCRETE BARRIER WALL, RIGID RETAINING LF 1,455.000 0521 73 CONCRETE BARRIER WALL, REMOVAL LF 3,237.000 0522 1 SIDEWALK CONCRETE, 4" THICK SY 1,442.000 0522 2 SIDEWALK CONCRETE, 6" THICK SY 22.000 0524 1 1 CONCRETE DITCH PAVT, NON REINFORCED, 3" SY 2,483.000 0530 1 RIPRAP, SAND-CEMENT CY 2.800 0530 3 4 RIPRAP, RUBBLE, F&I, DITCH LINING TN 24.000 0536 1 1 GUARDRAIL -ROADWAY LF 3,538.000 0536 7 GUARDRAIL POST SPECIAL EA 12.000 0536 73 GUARDRAIL REMOVAL LF 164.000 0536 85 22 GUARDRAIL END ANCHORAGE ASSEMBLY- FLARED EA 2.000 0536 85 24 GUARDRAIL END ANCHORAGE ASSEMBLY- PARALLEL EA 2.000 0536 85 25 GUARDRAIL END ANCHORAGE ASSEMBLY- TYPE II EA 3.000 0542 70 BUMPER GUARDS, CONCRETE EA 18.000 0544 75 14 CRASH CUSHION - VEHICULAR IMPACT ATTENUATOR, EA 2.000 0546 72 51 RUMBLE STRIPS, GROUND-IN, 16" MIN. WIDTH PM 4.700 0550 10222 FENCING, TYPE B, 5.1-6.0, W/ VINYL COATING LF 9,387.000 0550 60124 FENCE GATE, TYPE A, DOUBLE, 18.1-20.0' OPENING EA 1.000 0550 60222 FENCE GATE, TYPE B, DOUBLE, 6.1-12.0' OPENING EA 2.000 0570 1 2 PERFORMANCE TURF, SOD SY 195,053.000 0700 40 1 SIGN SINGLE POST- LESS THAN 12 AS 3.000 0710 11111 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" NM 14.602 0710 11112 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 8" NM 4.316 0710 11124 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 18 LF 3,976.000 0710 11131 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SKIP, 6" GM 20.104 0710 11132 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SKIP, 8" GM 1.008 0710 11211 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6 NM 12.509 0999 16 PARTNERING, DO NOT BID 40673825201 LS 1.000 0999 25 INITIAL CONTINGENCY AMOUNT, DO NOT BID 40673825201 LS 1.000 <<<<<<<<<<<< SECTION 0002 SIGNING >>>>>>>>>>>> 0690 10 SIGNAL HEAD TRAFFIC ASSEMBLY REMOVAL EA 4.000 (continued on next page) CALL ORDER : 004 PROPOSAL ID : T7155 CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 0690 31 SIGNAL PEDESTAL REMOVAL EA 4.000 0690 50 CONTROLLER ASSEMBLY, REMOVE, COMPLETE ASSEMBLY EA 10.000 0690 90 CONDUIT & CABLING REMOVE PI 2.000 0690100 SIGNAL EQUIPMENT MISCELLANOUS REMOVE PI 2.000 0700 40 1 SIGN SINGLE POST- LESS THAN 12 AS 73.000 0700 40 2 SIGN SINGLE POST- 12 TO 25 AS 30.000 0700 41 10 SIGN MULTI POST, 50 OR LESS AS 13.000 0700 41 11 SIGN MULTI-POST, 51-100 AS 2.000 0700 41 12 SIGN MULTI-POST, 101 - 150 SF AS 1.000 0700 45 22 SIGN LT'D OVHD CTLVR, CTLVR 21 - 30, SIGN 51 - 100 AS 1.000 0700 45 23 SIGN LT'D OVHD CTLVR, CTLVR 21 - 30, SIGN 101 - 151 AS 1.000 0700 45 32 SIGN LT'D OVHD CTLVR, CTLVR 31 - 40, SIGN 51 - 100 AS 1.000 0700 45 45 SIGN LT'D OVHD CTLVR, CTLVR 41 - 50, SIGN 201-250 AS 1.000 0700 45 54 SIGN LT'D OVHD CTLVR, CTLVR 51 - 60, SIGN 151 TO 200 AS 1.000 0700 46 11 SIGN EXISTING- REMOVE, SINGLE POST AS 14.000 0700 46 12 SIGN EXISTING- REMOVE, MULTI - POST AS 6.000 0700 46 14 SIGN EXISTING- REMOVE OVERHEAD CANTILEVER AS 11.000 0700 46 22 SIGN EXISTING- RELOCATE, MULTI - POST AS 3.000 0700 48 12 SIGN PANELS, F & I, 101 - 200 EA 1.000 0700 48 60 SIGN PANELS, REMOVE EA 2.000 0705 1 DELINEATOR SINGLE UNIT EA 19.000 0706 3 RETRO-REFLECTIVE PAVEMENT MARKERS EA 2,341.000 0711 11111 THERMOPLASTIC, STANDARD, WHITE, SOLID, 6" NM 9.505 0711 11112 THERMOPLASTIC, STANDARD, WHITE, SOLID, 8" NM 3.368 0711 11123 THERMOPLASTIC, STANDARD, WHITE, SOLID, 12" LF 96.000 0711 11124 THERMOPLASTIC, STANDARD, WHITE, SOLID, 18" LF 7,303.000 0711 11125 THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" LF 80.000 0711 11131 THERMOPLASTIC, STANDARD, WHITE, SKIP, 6" GM 8.864 0711 11132 THERMOPLASTIC, STANDARD, WHITE, SKIP, 8" GM 0.504 0711 11160 THERMOPLASTIC, STANDARD, WHITE, MESSAGE EA 4.000 0711 11170 THERMOPLASTIC, STANDARD, WHITE, ARROW EA 4.000 0711 11211 THERMOPLASTIC, STANDARD,YELLOW, SOLID, 6" NM 7.440 0711 11222 THERMOPLASTIC, STANDARD, YELLOW, SOLID, 8" LF 2,662.000 0711 11224 THERMOPLASTIC, STANDARD, YELLOW, SOLID, 18" LF 3,969.000 0711 11421 THERMOPLASTIC, STANDARD, BLUE, SOLID,6" LF 608.000 0711 11460 THERMOPLASTIC, STANDARD, BLUE, MESSAGE EA 6.000 <<<<<<<<<<<< SECTION 0003 LIGHTING >>>>>>>>>>>> 0400 1 15 CONCRETE CLASS I, MISCELLANEOUS CY 122.600 0555 1 1 DIRECTIONAL BORE, LESS THAN 6" LF 1,030.000 0715 1 12 LIGHTING CONDUCTORS, F&I, INSULATED, NO.8 - 6 LF 116,240.000 0715 1 13 LIGHTING CONDUCTORS, F&I, INSULATED, NO 4 TO NO 2 LF 80,823.000 0715 1 15 LIGHTING CONDUCTORS, F&I, NO.1/0 - 3/0 LF 21,612.000 0715 2 11 LIGHTING - CONDUIT, F&I, UNDERGROUND LF 59,225.000 0715 7 11 LOAD CENTER, F&I, SECONDARY VOLTAGE EA 2.000 0715 14 11 LIGHTING - PULL BOX, F&I, ROADSIDE-MOULDED EA 200.000 0715511150 LIGHT POLE COMPLETE, F&I, SINGLE ARM SHOULDER MOUNT, EA 144.000 0715512150 LIGHT POLE COMPLETE, F&I, DOUBLE ARM SHOULDER MOUNT, EA 4.000 0715550000 LIGHT POLE COMPLETE, REMOVE, SINGLE ARM BRIDGE MOUNT EA 58.000 <<<<<<<<<<<< SECTION 0004 SIGNALIZATION >>>>>>>>>>>> 0770 78 STATIC / WEIGH-IN-MOTION SCALE SYSTEM EA 2.000 <<<<<<<<<<<< SECTION 0005 LANDSCAPE / PERIPHERAL >>>>>>>>>>>> 0580 1 1 LANDSCAPE COMPLETE- SMALL PLANTS 40673825201 LS 1.000 0580 1 2 LANDSCAPE COMPLETE- LARGE PLANTS 40673825201 LS 1.000 <<<<<<<<<<<< SECTION 0006 ARCHITECTURAL >>>>>>>>>>>> 0770 79 WEIGH STATION 40673825201 LS 1.000