BID SOLICITATIONENOTICENANDFAPPROXIMATETQUANTITIES (NOT FOR BIDDING PURPOSES) LETTING ID: CT070523 CALL ORDER: 004 PROPOSAL ID: T3200 DISTRICT: 03 COUNTIES : BAY , , , ROAD NAME : SR 79 LIMITS : FROM A PT N OF STEELFIELD RD TO WASHINGTON CO LINE FINPROJ NO(S): 21791145201 (*) FEDERAL AID NO: N/A WORK MIX: ADD LANES & RECONSTRUCT 21791165201 N/A ADD LANES & RECONSTRUCT TOTAL ROADWAY LENGTH: 5.955 MILES CONTRACT DAYS: 950 TOTAL BRIDGE LENGTH: 0.045 MILES LETTING DATE : 05/23/07 TOTAL PROPOSAL LENGTH: 6.000 MILES SPECIAL START DATE: N/A ACQUIS./FLEXIBLE START TIME : 15 DAYS PROPOSAL BUDGET ESTIMATE: $ 41,000,000.00 PROPOSAL PACKAGE FEE: $5.00 DESCRIPTION: A+B Bidding/Incentive-Disincentive Electronic Bidding is required for this project. For the purpose of bidding, the Department has established a maximum budget of $41,000,000.00 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 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 May 16, 2007. 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 new construction on SR 79 and construction of two new bridges over Pine Log Creek. 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 $5585 950 ----------------------------------------------------------------------------------------------- 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 21791145201 LS 1.000 0110 3 REMOVAL OF EXISTING STRUCTURE 21791145201 LS 1.000 0110 3 REMOVAL OF EXISTING STRUCTURE 21791145201 LS 1.000 0110 3 REMOVAL OF EXISTING STRUCTURE 21791145201 LS 1.000 0400 2 4 CONC CLASS II, SUPERSTRUCTURE CY 661.800 0400 2 5 CONCRETE CLASS II, SUBSTRUCTURE CY 262.450 0400 2 10 CONCRETE CLASS II, APPROACH SLABS CY 206.700 0400 7 BRIDGE DECK GROOVING, LESS THAN 8.5" SY 2,169.000 0400147 COMPOSITE NEOPRENE PADS CF 25.800 0415 1 4 REINFORCING STEEL - SUPERSTRUCTURE LB 126,164.000 0415 1 5 REINFORCING STEEL- SUBSTRUCTURE LB 33,776.000 0415 1 9 REINFORCING STEEL- APPROACH SLABS LB 39,944.000 0450 1 3 PRESTRESSED BEAMS, TYPE IV LF 2,612.500 0455 34 5 PRESTRESSED CONCRETE PILING, 24" SQ LF 4,506.600 0455143 5 TEST PILES-PRESTRESSED CONCRETE,24" SQ LF 992.100 0455146 EMBEDDED DATA COLLECTOR EA 8.000 0514 71 1 PLASTIC FILTER FABRIC, SUBSURFACE SY 2,148.000 0515 2202 PEDESTRIAN / BICYCLE RAILING, STEEL ONLY, 54" PICKET R LF 300.000 0521 5 1 CONCRETE TRAFFIC RAILING, BRIDGE 32" F - SHAPE LF 1,200.000 0521 6 1 CONCRETE PARAPET, PEDEST/BICYCLE LF 300.000 0530 1 RIPRAP, SAND-CEMENT CY 58.300 0530 3 3 RIPRAP, RUBBLE, BANK AND SHORE TN 3,120.660 0530 74 BEDDING STONE TN 1,180.300 <<<<<<<<<<<< SECTION 0002 ROADWAY >>>>>>>>>>>> 0101 1 MOBILIZATION 21791165201 LS 1.000 0101 1 MOBILIZATION 21791145201 LS 1.000 0102 1 MAINTENANCE OF TRAFFIC 21791145201 LS 1.000 0102 1 MAINTENANCE OF TRAFFIC 21791165201 LS 1.000 0102 2 1 SPECIAL DETOUR 1 21791145201 LS 1.000 0102 2 1 SPECIAL DETOUR 1 21791165201 LS 1.000 CALL ORDER : 004 PROPOSAL ID : T3200 CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 0102 3 COMMERCIAL MATERIAL FOR DRIVEWAY MAINTENANCE CY 1,629.000 0102 60 WORK ZONE SIGNS ED 26,689.000 0102 71 11 BARRIER WALL, TEMPORARY, F&I, CONCRETE LF 2,404.000 0102 71 21 BARRIER WALL, TEMPORARY, RELOCATE, CONCRETE LF 4,051.000 0102 73 TEMPORARY GUARDRAIL LF 1,050.000 0102 74 1 BARRICADE, TEMPORARY, TYPES I, II, DI, VP & DRUM ED 50,053.000 0102 74 2 BARRICADE, TEMPORARY, TYPE III, 6' ED 2,766.000 0102 76 ADVANCE WARNING ARROW PANEL ED 761.000 0102 77 HIGH INTENSITY FLASHING LIGHTS, TEMP, TYPE B ED 8,145.000 0102 78 REFLECTIVE PAVEMENT MARKER,TEMPORARY EA 9,910.000 0102 79 LIGHTS,BARRIER WALL MOUNT,TEMP,TYPE C,STEADY BURN ED 23,535.000 0102 99 CHANGEABLE-VARIABLE MESSAGE SIGN, TEMPORARY ED 140.000 0104 10 2 SYNTHETIC BALES LF 16,236.000 0104 11 FLOATING TURBIDITY BARRIER LF 4,831.000 0104 12 STAKED TURBIDITY BARRIER LF 1,122.000 0104 13 1 STAKED SILT FENCE, TYPE III LF 83,794.000 0104 15 SOIL TRACKING PREVENTION DEVICE EA 8.000 0110 1 1 CLEARING & GRUBBING 21791145201 LS 1.000 0110 1 1 CLEARING & GRUBBING 21791165201 LS 1.000 0110 3 REMOVAL OF EXISTING STRUCTURE 21791145201 LS 1.000 0110 86 DELIVERY OF SALVAGEABLE MATERIAL TO FDOT 21791165201 LS 1.000 0110 86 DELIVERY OF SALVAGEABLE MATERIAL TO FDOT 21791145201 LS 1.000 0120 1 REGULAR EXCAVATION CY 319,192.000 0120 3 LATERAL DITCH EXCAVATION CY 2,228.000 0120 4 SUBSOIL EXCAVATION CY 26,065.000 0120 6 EMBANKMENT CY 414,106.000 0145 2 GEOSYNTHETIC REINFORCED FOUNDATION OVER SOFT SOILS SY 4,708.000 0160 4 STABILIZATION TYPE B SY 311,083.000 0162 1 11 PREPARED SOIL LAYER- FINISH SOIL LAYER, 6" SY 427,749.000 0162 1 21 PREPARED SOIL LAYER- ORGANIC SOIL LAYER, 6" SY 12,148.000 0285701 OPTIONAL BASE, BASE GROUP 01 SY 43,622.000 0285706 OPTIONAL BASE, BASE GROUP 06 SY 197,451.000 0286 1 TURNOUT CONSTRUCTION SY 3,280.000 0327 70 6 MILLING EXIST ASPH PAVT, 1 1/2" AVG DEPTH SY 28,318.000 0334 1 12 SUPERPAVE ASPHALTIC CONC, TRAFFIC B TN 1,244.000 0334 1 22 SUPERPAVE ASPH CONC, TRAF B, PG76-22 TN 37,832.500 0337 7 5 ASPHALT CONCRETE FRICTION COURSE- INC BIT/RUBBER, FC-5 TN 10,292.300 0339 1 MISCELLANEOUS ASPHALT PAVEMENT TN 372.900 0400 1 2 CONCRETE CLASS I, ENDWALLS CY 71.900 0400 2 1 CONCRETE CLASS II, CULVERTS CY 649.000 0400 4 1 CONCRETE CLASS IV, CULVERTS CY 1,034.000 0415 1 1 REINF STEEL- ROADWAY LB 461,584.000 0425 1521 INLETS, DT BOT, TYPE C,<10' EA 35.000 0425 1522 INLETS, DT BOT, TYPE C,>10' EA 3.000 0425 1541 INLETS, DT BOT, TYPE D, <10' EA 9.000 0425 1549 INLETS, DT BOT, TYPE D, MODIFY EA 4.000 0425 1701 INLETS, GUTTER, TYPE S, <10' EA 1.000 0425 1702 INLETS, GUTTER, TYPE S, >10' EA 1.000 0425 2 41 MANHOLES, P-7, <10' EA 3.000 0425 2 71 MANHOLES, J-7, <10' EA 1.000 0425 2101 MANHOLES, SPECIAL, <10' EA 6.000 0430171101 PIPE CULVERT OPTIONAL MATERIAL, ROUND - SHAPE, 0-24", LF 1,205.000 0430171102 PIPE CULVERT OPTIONAL MATERIAL, ROUND - SHAPE, 25-36" LF 1,267.000 0430171202 PIPE CULV, OPTIONAL MATERIAL, OTHER - ELIP / ARCH, 25- LF 90.000 0430172101 PIPE CULVERT OPTIONAL MATERIAL, ROUND - SHAPE, 0-24", LF 3,223.000 0430172102 PIPE CULVERT OPTIONAL MATERIAL, ROUND - SHAPE, 25-36" LF 2,147.000 0430174101 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 0-24"SD LF 476.000 0430611129 U-ENDWALL WITH BAFFLES, STD 261, 1:4 SLOPE, 24"PIPE EA 3.000 0430611133 U-ENDWALL WITH BAFFLES,STD 261,1:4 SLOPE,30"PIPE EA 1.000 0430611329 U-ENDWALL WITH BAFFLES, STD 261, 1:2 SLOPE, 24"PIPE EA 2.000 0430982125 MITERED END SECTION, OPTIONAL ROUND, 18" CD EA 38.000 0430982129 MITERED END SECTION, OPTIONAL ROUND, 24" CD EA 6.000 0430982133 MITERED END SECTION, OPTIONAL ROUND, 30" CD EA 6.000 0430982138 MITERED END SECTION, OPTIONAL ROUND, 36" CD EA 1.000 0430984125 MITERED END SECTION, OPTIONAL ROUND, 18" SD EA 28.000 0440 1 60 UNDERDRAIN, TYPE SPECIAL LF 2,289.000 0440 73 4 UNDERDRAIN OUTLET PIPE, 10" LF 235.000 CALL ORDER : 004 PROPOSAL ID : T3200 CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 0455133 2 SHEET PILING STEEL, TEMPORARY-CRITICAL SF 16,944.000 0520 6 SHOULDER GUTTER- CONCRETE LF 165.000 0524 1 1 CONCRETE DITCH PAVT, NON REINFORCED, 3" SY 3,053.000 0530 3 4 RIPRAP, RUBBLE, F&I, DITCH LINING TN 319.310 0536 1 1 GUARDRAIL -ROADWAY LF 8,563.000 0536 1 3 GUARDRAIL- ROADWAY, DOUBLE FACE LF 654.000 0536 8 1 GUARDRAIL, BRIDGE ANCHORAGE ASSEMBLY, INSTALL EA 6.000 0536 73 GUARDRAIL REMOVAL LF 1,841.000 0536 85 22 GUARDRAIL END ANCHORAGE ASSEMBLY- FLARED EA 4.000 0536 85 25 GUARDRAIL END ANCHORAGE ASSEMBLY- TYPE II EA 3.000 0544 75 14 CRASH CUSHION - VEHICULAR IMPACT ATTENUATOR, EA 2.000 0550 10222 FENCING, TYPE B, 5.1-6.0, W/ VINYL COATING LF 10,560.000 0550 60225 FENCE GATE , TYPE B, DOUBLE, 20.1-24' OPENING EA 9.000 0570 1 1 PERFORMANCE TURF SY 491,911.000 0570 1 2 PERFORMANCE TURF, SOD SY 136,489.000 0710 11111 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" NM 27.050 0710 11211 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6 NM 27.360 0710 17 PAINTED PAVEMENT MARKINGS, REMOVE SF 9,059.000 0999 25 INITIAL CONTINGENCY AMOUNT, DO NOT BID 21791145201 LS 1.000 0999 25 INITIAL CONTINGENCY AMOUNT, DO NOT BID 21791165201 LS 1.000 1050 13002 UTILITY PIPE, INSTALL, 2-4.9" LF 790.000 <<<<<<<<<<<< SECTION 0003 SIGNING >>>>>>>>>>>> 0700 40 1 SIGN SINGLE POST- LESS THAN 12 AS 54.000 0700 40 2 SIGN SINGLE POST- 12 TO 25 AS 33.000 0700 46 11 SIGN EXISTING- REMOVE, SINGLE POST AS 26.000 0700 46 22 SIGN EXISTING- RELOCATE, MULTI - POST AS 2.000 0705 1 DELINEATOR SINGLE UNIT EA 41.000 0705 2 DELINEATOR DOUBLE UNIT EA 28.000 0705 10 12 OBJECT MARKER, POST MOUNTED, TYPE 2 EA 153.000 0705 10 23 OBJECT MARKER, OBJECT MOUNTED, TYPE 3 EA 2.000 0710 90 PAINTED PAVEMENT MARKINGS, FINAL SURFACE 21791145201 LS 1.000 0710 90 PAINTED PAVEMENT MARKINGS, FINAL SURFACE 21791165201 LS 1.000