BID SOLICITATIONENOTICENANDFAPPROXIMATETQUANTITIES (NOT FOR BIDDING PURPOSES) LETTING ID: CT090520 CALL ORDER: 001 PROPOSAL ID: T3089 DISTRICT: 03 COUNTIES : WASHINGTON, , , ROAD NAME : SR 79 LIMITS : AT HOLMES CREEK BR, BR NO. 610008 FINPROJ NO(S): 40716715201 (*) FEDERAL AID NO: 1011047P WORK MIX: BRIDGE-REPLACE AND ADD LANES 40716715601 N/A BRIDGE-REPLACE AND ADD LANES TOTAL ROADWAY LENGTH: 0.469 MILES CONTRACT DAYS: 939 TOTAL BRIDGE LENGTH: 0.193 MILES LETTING DATE : 05/20/09 TOTAL PROPOSAL LENGTH: 0.662 MILES CONTRACT EXECUTION DAYS: 10 SPECIAL START DATE: N/A ACQUIS./FLEXIBLE START TIME : 15 DAYS PROPOSAL BUDGET ESTIMATE: $ 30,959,419.00 PROPOSAL PACKAGE FEE: $5.00 DESCRIPTION: The department anticipates awarding this project within 15 days. An additional posting date has been added due to an anticipated posting of June 1, 2009. For the purpose of bidding, the Department has established a maximum budget of $30,959,419.00. 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 non-responsive any bid in which the contractor submits a bid in excess 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 Steve Benak by April 24, 2009. 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 bid. The improvements under this contract consist of a new bridge to replace Br. No. 610008 on SR 79. The new bridge must be constructed to accommodate the future four-lane urban section proposed for SR 79 in Vernon. The new four-lane bridge is to be built on an alignment west of the existing bridge and will carry two twelve-foot lanes of traffic with ten-foot outside and six-foot (minimum) inside shoulders and a six-foot sidewalk separated from traffic with traffic railing barrier in each direction. The roadway approaches at the north and south end of the bridge will both be constructed to transition from the bridge end to the existing two-lane roadway on SR 79 as shown in the plans and including both urban and rural sections. Turn lanes will also be constructed for CR 279 and SR 277. There will be one signalized intersection in the project limits as well as drainage system construction to handle stormwater for the section of roadway. Two pond sites will be constructed for stormwater treatment requirements. Some of the utilities in the corridor will be relocated according to Joint Project Agreements (JPA) and plans. There will also be work done by others with respect to utility relocation. There are numerous hazardous material sites, section 4F properties, and cultural resources within the project limits. The Holmes Creek Canoe Trail will be maintained and open to recreational users at all times during construction of this project. This project will be designed by the Florida Intrastate Highway System requirements. ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- <<<<<<<<<<<< SECTION 0001 STRUCTURES >>>>>>>>>>>> 0110 3 REMOVAL OF EXISTING STRUCTURE (40716715201) LS 1.000 0400 2 4 CONC CLASS II, SUPERSTRUCTURE CY 3,071.600 0400 2 10 CONCRETE CLASS II, APPROACH SLABS CY 226.400 0400 3 20 CONC CLASS III, SEAL CY 127.600 0400 4 5 CONCRETE CLASS IV, SUBSTRUCTURE CY 457.300 0400 4 25 CONCRETE CLASS IV, MASS, SUBSTRUCTURE CY 1,129.000 0400 9 BRIDGE DECK GROOVING & PLANING, DECK 8.5"&> SY 9,105.000 0400147 COMPOSITE NEOPRENE PADS CF 135.800 0415 1 4 REINFORCING STEEL - SUPERSTRUCTURE LB 572,975.000 0415 1 5 REINFORCING STEEL- SUBSTRUCTURE LB 406,937.000 0415 1 9 REINFORCING STEEL- APPROACH SLABS LB 42,540.000 0450 1 3 PRESTRESSED BEAMS, TYPE IV LF 14,177.000 0455 18 PROTECTION OF EXISTING STRUCTURES (40716715201) LS 1.000 0455 35 22 STEEL PILING, 24" DIA. PIPE LF 12,440.000 0455 88 7 DRILLED SHAFT, 72" DIA LF 1,674.000 0455107 7 DRILLED SHAFT CASING, 72" DIAMETER LF 1,314.000 0455111 CORE-PILOT HOLE, DRILLED SHAFT EXCAVATION LF 3,251.000 0455122 7 EXCAVATION UNCLASSIFIED SHAFT, 72" DIA LF 1,606.000 0455142 CROSSHOLE SONIC LOGGING EA 22.000 CALL ORDER : 001 PROPOSAL ID : T3089 CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 0455144 22 TEST PILES - STEEL, 24" DIA PIPE LF 2,030.000 0458 1 12 BRIDGE DECK EXPANSION JOINT, NEW CONSTRUCTION, F&I LF 282.000 STRIP SEAL 0460 70 2 ALUMINUM BULLET RAILINGS, DOUBLE RAIL LF 2,162.000 0506 2 BRIDGE DRAINAGE PIPE LF 710.000 0506 3 BRIDGE DRAINS EA 3.000 0514 71 1 PLASTIC FILTER FABRIC, SUBSURFACE SY 1,530.000 0521 5 1 CONCRETE TRAFFIC RAILING, BRIDGE 32" F - SHAPE LF 4,322.000 0521 6 1 CONCRETE PARAPET, PEDEST/BICYCLE LF 2,162.000 0530 1 RIPRAP, SAND-CEMENT CY 33.700 0530 3 3 RIPRAP, RUBBLE, BANK AND SHORE TN 1,469.200 0530 3 4 RIPRAP, RUBBLE, F&I, DITCH LINING TN 112.600 0530 74 BEDDING STONE TN 523.300 <<<<<<<<<<<< SECTION 0002 ROADWAY >>>>>>>>>>>> 0101 1 MOBILIZATION LS 1.000 0102 1 MAINTENANCE OF TRAFFIC LS 1.000 0102 3 COMMERCIAL MATERIAL FOR DRIVEWAY MAINTENANCE CY 496.000 0102 14 TRAFFIC CONTROL OFFICER MH 16.000 0102 60 WORK ZONE SIGN ED 65,162.000 0102 61 BUSINESS SIGN EA 10.000 0102 71 11 BARRIER WALL, TEMPORARY, F&I, CONCRETE LF 2,220.000 0102 74 1 BARRICADE, TEMPORARY, TYPES I, II, DI, VP & DRUM ED 123,142.000 0102 74 2 BARRICADE, TEMPORARY, TYPE III, 6' ED 22,143.000 0102 76 ADVANCE WARNING ARROW PANEL ED 25.000 0102 77 HIGH INTENSITY FLASHING LIGHTS, TEMP, TYPE B ED 16,509.000 0102 78 REFLECTIVE PAVEMENT MARKER,TEMPORARY EA 1,094.000 0102 79 LIGHTS,BARRIER WALL MOUNT,TEMP,TYPE C,STEADY BURN ED 1,571.000 0102 89 7 TEMPORARY CRASH CUSHION, REDIRECTIVE OPTION LO 11.000 0102 99 CHANGEABLE-VARIABLE MESSAGE SIGN, TEMPORARY ED 2,097.000 0102911 2 PAVEMENT MARKING REMOVABLE, WHITE-BLACK,SOLID LF 2,160.000 0102912 2 PAVEMENT MARKING REMOVABLE, YELLOW, SOLID LF 2,160.000 0103 1 3 TEMPORARY WORK STRUCTURE, PROJECT NUMBER 407167-1-52-01 LS 1.000 (40716715201) 0104 1 ARTIFICIAL COVERINGS FOR EROSION CONTROL SY 3,942.000 0104 10 2 SYNTHETIC BALES LF 2,070.000 0104 11 FLOATING TURBIDITY BARRIER LF 600.000 0104 12 STAKED TURBIDITY BARRIER LF 650.000 0104 13 1 STAKED SILT FENCE, TYPE III LF 51,420.000 0104 15 SOIL TRACKING PREVENTION DEVICE EA 4.000 0104 16 ROCK BAG EA 900.000 0110 1 1 CLEARING & GRUBBING LS 1.000 0110 4 REMOVAL OF EXISTING CONCRETE PAVEMENT SY 653.000 0110 7 1 MAILBOX, F&I SINGLE EA 7.000 0110 86 DELIVERY OF SALVAGEABLE MATERIAL TO FDOT LS 1.000 (40716715201) 0120 1 REGULAR EXCAVATION CY 68,641.000 0120 4 SUBSOIL EXCAVATION CY 7,562.000 0120 6 EMBANKMENT CY 121,245.000 0160 4 TYPE B STABILIZATION SY 64,644.000 0162 1 11 PREPARED SOIL LAYER, FINISH SOIL LAYER, 6" SY 60,827.000 0285701 OPTIONAL BASE, BASE GROUP 01 SY 3,955.000 0285709 OPTIONAL BASE, BASE GROUP 09 SY 49,144.000 0286 1 TURNOUT CONSTRUCTION SY 1,488.000 0334 1 22 SUPERPAVE ASPH CONC, TRAF B, PG76-22 TN 6,986.500 0337 7 40 ASPHALT CONCRETE FRICTION COURSE,TRAFFIC B, FC-9.5, PG TN 2,892.400 76-22 0339 1 MISCELLANEOUS ASPHALT PAVEMENT TN 119.800 0400 1 15 CONCRETE CLASS I, MISCELLANEOUS CY 51.400 0400 4 8 CONC CLASS IV, BULKHEAD CY 364.800 0415 1 6 REINFORCING STEEL- MISCELLANEOUS LB 2,108.000 0415 1 8 REINFORCING STEEL- BULKHEAD LB 31,627.000 0425 1351 INLETS, CURB, TYPE P-5, <10' EA 31.000 0425 1361 INLETS, CURB, TYPE P-6, <10' EA 6.000 0425 1451 INLETS, CURB, TYPE J-5, <10' EA 2.000 0425 1452 INLETS, CURB, TYPE J-5, >10' EA 1.000 0425 1461 INLETS, CURB, TYPE J-6, <10' EA 1.000 CALL ORDER : 001 PROPOSAL ID : T3089 CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 0425 1521 INLETS, DT BOT, TYPE C,<10' EA 10.000 0425 1523 INLETS, DT BOT, TYPE C,JBOT, <10' EA 1.000 0425 1541 INLETS, DT BOT, TYPE D, <10' EA 1.000 0425 1543 INLETS, DITCH BOTTOM, TYPE D, J BOT, <10' EA 2.000 0425 1549 INLETS, DT BOT, TYPE D, MODIFY EA 2.000 0425 1551 INLETS, DT BOT, TYPE E, <10' EA 2.000 0425 1561 INLETS, DT BOT, TYPE F, <10' EA 3.000 0425 1701 INLETS, GUTTER, TYPE S, <10' EA 2.000 0425 2 41 MANHOLES, P-7, <10' EA 1.000 0425 2 61 MANHOLES, P-8, <10' EA 4.000 0425 2 71 MANHOLES, J-7, <10' EA 1.000 0425 2 91 MANHOLES, J-8, <10' EA 10.000 0425 2 92 MANHOLES, J-8, >10' EA 3.000 0430174101 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 0-24"SD LF 238.000 0430175101 PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 0-24"S/CD LF 5,173.000 0430175102 PIPE CULVERT, OPT MATERIAL, ROUND, 25-36"S/CD LF 2,813.000 0430175103 PIPE CULVERT, OPT MATERIAL, ROUND, 37-48"S/CD LF 89.000 0430982125 MITERED END SECTION, OPTIONAL ROUND, 18" CD EA 4.000 0430982129 MITERED END SECTION, OPTIONAL ROUND, 24" CD EA 6.000 0430982138 MITERED END SECTION, OPTIONAL ROUND, 36" CD EA 2.000 0430982140 MITERED END SECTION, OPTIONAL ROUND, 42" CD EA 1.000 0430984125 MITERED END SECTION, OPTIONAL ROUND, 18" SD EA 6.000 0430984129 MITERED END SECTION, OPTIONAL ROUND, 24" SD EA 12.000 0430984138 MITERED END SECTION , OPTIONAL ROUND, 36" SD EA 1.000 0455 87 ANCHOR BAR, STEEL EA 68.000 0455133 3 SHEET PILING STEEL, F&I PERMANENT SF 19,054.000 0460 70 1 ALUMINUM BULLET RAILINGS, SINGLE RAIL LF 691.000 0515 2301 PEDESTRIAN, BICYCLE RAILING, ALUMINUM ONLY,42" PICKET LF 1,677.000 RAIL 0520 1 7 CONCRETE CURB & GUTTER, TYPE E LF 11,424.000 0520 1 10 CONCRETE CURB & GUTTER, TYPE F LF 2,719.000 0521 5 4 CONCRETE TRAFFIC RAILING, BRIDGE, 32" VERTICAL FACE LF 691.000 0522 1 SIDEWALK CONCRETE, 4" THICK SY 3,640.000 0522 2 SIDEWALK CONCRETE, 6" THICK SY 620.000 0530 3 4 RIPRAP, RUBBLE, F&I, DITCH LINING TN 843.000 0536 1 1 GUARDRAIL -ROADWAY LF 1,188.000 0536 73 GUARDRAIL REMOVAL LF 1,882.000 0536 85 24 GUARDRAIL END ANCHORAGE ASSEMBLY- PARALLEL EA 2.000 0544 75 40 CRASH CUSHION - VEHICULAR IMPACT ATTENUATOR, OPTIONAL EA 2.000 0550 10222 FENCING, TYPE B, 5.1-6.0, W/ VINYL COATING LF 2,716.000 0550 60234 FENCE GATE, TYPE B, SLIDING/CANTILEVER, 18.1-20.0' EA 1.000 OPENING 0570 1 1 PERFORMANCE TURF SY 27,192.000 0570 1 2 PERFORMANCE TURF, SOD SY 33,635.000 0580 1 1 LANDSCAPE COMPLETE- SMALL PLANTS LS 1.000 0710 11111 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" NM 4.353 0710 11125 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 24" LF 155.000 0710 11211 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" NM 4.353 0999 20 DISPUTES REVIEW BOARD, DO NOT BID DA 32.000 0999 25 INITIAL CONTINGENCY AMOUNT, DO NOT BID LS 1.000 <<<<<<<<<<<< SECTION 0003 SIGNING >>>>>>>>>>>> 0700 20 11 SINGLE POST SIGN, F&I, LESS THAN 12 SF AS 77.000 0700 20 12 SINGLE POST SIGN, F&I, 12-20 SF AS 28.000 0700 20 40 SINGLE POST SIGN, RELOCATE AS 6.000 0700 20 60 SINGLE POST SIGN, REMOVE AS 69.000 0700 21 11 MULTI- POST SIGN, F&I, 50 SF OR LESS AS 5.000 0700 48 18 SIGN PANELS, F & I, 15 OR < EA 4.000 0701 11111 AUDIBLE & VIBRATORY PAVEMENT MARKING,STANDARD,WHITE, NM 0.489 SOLID, 6" 0701 11211 AUDIBLE & VIBRATORY PAVEMENT MARKING,STANDARD,YELLOW, NM 0.489 SOLID, 6" 0705 10 1 OBJECT MARKER, TYPE 1 EA 6.000 0710 11290 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, ISLAND SF 27.000 NOSE 0710 11421 PAINTED PAVEMENT MARKINGS, STANDARD, BLUE, SOLID, 6" LF 93.000 0710 90 PAINTED PAVEMENT MARKINGS, FINAL SURFACE LS 1.000 CALL ORDER : 001 PROPOSAL ID : T3089 CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- (40716715201) 0711 11111 THERMOPLASTIC, STANDARD, WHITE, SOLID, 6" NM 3.955 0711 11122 THERMOPLASTIC, STANDARD, WHITE, SOLID, 8" LF 80.000 0711 11123 THERMOPLASTIC, STANDARD, WHITE, SOLID, 12" LF 1,404.000 0711 11124 THERMOPLASTIC, STANDARD, WHITE, SOLID, 18" LF 63.000 0711 11125 THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" LF 334.000 0711 11131 THERMOPLASTIC, STANDARD, WHITE, SKIP, 6" GM 1.262 0711 11151 THERMOPLASTIC, STANDARD, WHITE, DOTTED/GUIDELINE/ 6-10 LF 416.000 GAP EXTENSION, 6" 0711 11160 THERMOPLASTIC, STANDARD, WHITE, MESSAGE EA 45.000 0711 11170 THERMOPLASTIC, STANDARD, WHITE, ARROW EA 88.000 0711 11211 THERMOPLASTIC, STANDARD,YELLOW, SOLID, 6" NM 3.046 0711 11224 THERMOPLASTIC, STANDARD, YELLOW, SOLID, 18" LF 829.000 <<<<<<<<<<<< SECTION 0004 SIGNALIZATION >>>>>>>>>>>> 0455142 CROSSHOLE SONIC LOGGING EA 1.000 0630 1 12 CONDUIT - SIGNALS, FURNISH & INSTALL, UNDERGROUND LF 1,514.000 0632 7 1 CABLE, SIGNAL, FURNISH & INSTALL PI 1.000 0635 1 11 PULL & JUNCTION BOXES, F&I, PULL BOX EA 15.000 0639 1 12 SIGNALS, ELECTRICAL POWER SERVICE, OVERHEAD, METER AS 1.000 FURNISHED BY CONTRACTOR 0639 2 1 SIGNALS, ELECTRICAL SERVICE WIRE LF 50.000 0649 31203 MAST ARM,F&I, WIND SPEED-130,SINGLE ARM,W/0 LUMINAIRE-60 EA 1.000 0649 31204 MAST ARM,F&I, WIND SPEED-130,SINGLE ARM,W/0 LUMINAIRE, EA 1.000 ARM LENGTH 70.5 0649 31208 MAST ARM,F&I, WIND SPEED-130,SINGLE ARM,W/ LUMINAIRE, EA 2.000 ARM LENGTH 60 0650 51313 TRAFFIC SIGNAL, F&I, 3 SECTIONS, 1 WAY, SPECIAL AS 5.000 0650 51513 TRAFFIC SIGNAL, F&I, 5 SECTIONS, 1 WAY, SPECIAL AS 3.000 0653191 PEDESTRIAN SIGNAL, F&I, LED - COUNT DOWN, 1 DIRECTION AS 8.000 0659101 SIGNAL HEAD AUXILIARIES, F&I, BACK PLATES 3 SECT EA 3.000 0659107 SIGNAL HEAD AUXILIARIES, F&I, ALUMINUM PEDESTAL EA 4.000 0659109 SIGNAL HEAD AUXILIARIES, F&I, CONC PEDESTAL TYPE II EA 1.000 0659118 SIGNAL HEAD AUXILIARIES, F&I, BACK PLATES, 5 SECT EA 1.000 CLUSTER 0660 1109 LOOP DETECTOR INDUCTIVE, F&I, TYPE 9 EA 5.000 0660 1110 LOOP DETECTOR INDUCTIVE, F&I, TYPE 10 EA 2.000 0660 2101 LOOP ASSEMBLY- F&I, TYPE A AS 2.000 0660 2102 LOOP ASSEMBLY, F&I, TYPE B AS 4.000 0660 2106 LOOP ASSEMBLY, F&I, TYPE F AS 3.000 0665 11 PEDESTRIAN DETECTOR, F&I, POLE OR CONTROLLER CABINET EA 11.000 MOUNTED DETECTOR STATION & SIGN 0670 5110 TRAFFIC CONTROLLER ASSEMBLY, F&I, NEMA AS 1.000 <<<<<<<<<<<< SECTION 0005 UTILITIES >>>>>>>>>>>> 0425 2101 MANHOLES, SPECIAL, <10' EA 10.000 0425 2102 MANHOLES, SPECIAL, >10' EA 3.000 1050 11222 UTILITY PIPE, F&I, PVC, WATER / SEWER, 2 - 4.9" LF 427.000 1050 11223 UTILITY PIPE, F&I, PVC, WATER / SEWER, 5 - 7.9" LF 1,269.000 1050 11224 UTILITY PIPE, F&I, PVC, WATER / SEWER, 8 -19.9" LF 3,248.000 1050 11424 UTILITY PIPE, F&I, DI/CI, WATER / SEWER, 8 - 19.9" LF 24.000 1050 11514 UTILITY PIPE, F&I, STEEL, CASING / CONDUIT, 8.0-19.9" LF 261.000 1050 11924 UTILITY PIPE, F&I, SPECIAL MATERIAL, WATER / SEWER, 8 LF 153.000 -19.9" 1050 18002 UTILITY PIPE,PLUG & PLACE OUT OF SERVICE, 2- 4.9" LF 895.000 1050 18003 UTILITY PIPE,PLUG & PLACE OUT OF SERVICE, 5- 7.9" LF 21.000 1050 18004 UTILITY PIPE,PLUG & PLACE OUT OF SERVICE, 8-19.9" LF 2,451.000 1055 11254 UTILITY FITTINGS, F&I, PVC, CAP/PLUG, 8 - 19.9" EA 40.000 1055 11414 UTILITY FITTINGS, F&I, DI/CI, ELBOW, 8 - 19.9" EA 10.000 1055 11434 UTILITY FITTINGS, F&I, DI/CI, REDUCER, 8 - 19.9" EA 2.000 1055 11454 UTILITY FITTINGS, F&I, DI/CI, CAP/PLUG, 8 - 19.9" EA 4.000 1055 11994 UTILITY FITTINGS, F&I, SPECIAL MATERIAL, SPECIAL EA 4.000 FITTING, 8.0-19.9" 1060 16 UTILITY STRUCTURE, BELOW GROUND, REMOVE&DISPOSE EA 13.000 CONTRACTOR TAKES OWNERSHIP 1080 11203 UTILITY FIXTURES, F&I, 2-4.9", TAPPING SADDLE/SLEEVE EA 4.000 1080 11301 UTILITY FIXTURES, F&I, 5.0 - 7.9", VALVE/METER BOX EA 6.000 CALL ORDER : 001 PROPOSAL ID : T3089 CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 1080 11303 UTILITY FIXTURES, F&I, 5.0 - 7.9", TAPPING EA 4.000 SADDLE/SLEEVE 1080 11401 UTILITY FIXTURES, F&I, 8.0 - 19.9", VALVE METER BOX EA 3.000 1080 11403 UTILITY FIXTURES, F&I, 8.0-19.9", TAPPING SADDLE/SLEEVE EA 1.000 1080 11404 UTILITY FIXTURES, F&I, 8.0-19.9", VALVE ASSEMBLY EA 2.000 1644113 08 FIRE HYDRANT, F&I, STANDARD, 2 HOSE, 1PUMPER, 6" EA 6.000