BID SOLICITATIONENOTICENANDFAPPROXIMATETQUANTITIES (NOT FOR BIDDING PURPOSES) LETTING ID: CT070523 CALL ORDER: 003 PROPOSAL ID: T2222 DISTRICT: 02 COUNTIES : CLAY , , , ROAD NAME : SR 15 (US 17) LIMITS : FROM CREIGHTON RD TO MILWAUKEE AVE FINPROJ NO(S): 20820715201 (*) FEDERAL AID NO: N/A WORK MIX: ADD LANES & RECONSTRUCT TOTAL ROADWAY LENGTH: 1.058 MILES CONTRACT DAYS: 990 TOTAL BRIDGE LENGTH: 0.369 MILES LETTING DATE : 05/23/07 TOTAL PROPOSAL LENGTH: 1.427 MILES SPECIAL START DATE: 10/01/07 ACQUIS./FLEXIBLE START TIME : N/A PROPOSAL BUDGET ESTIMATE: $ 30,000,000.00 PROPOSAL PACKAGE FEE(PLANS + PROPOSAL): $36.00 PLANS ONLY FEE: $31.00 SPECS ONLY FEE: $5.00 DESCRIPTION: PRINTED PLANS Electronic Bidding is required for this project. For the purpose of bidding, the Department has established a maximum budget of $30,000,000.00. 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 Robert Parks by May 2, 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 widening existing 572m (1875’) twin medium level structures (1969) having cast-in-place concrete deck supported by prestressed concrete AASHTO girders resting on prestressed concrete pile bents and cast-in-place concrete piers founded on prestressed concrete piles; transforming the twin structures into a single structure of 40.5m (133’) width by filling-in the median area, widening to the west to provide a 10-foot wide shared use (bicycle/pedestrian) path, and updating the easterly bridge railing. The work includes a 150m (492’) cantilever cast-in-place concrete retaining wall having a concrete parapet and pedestrian/bicycle railing; bank and shore rubble riprap protection; all new bridge fender system of plastic lumber, concrete piling, and fiberglass grating; updating bridge railings of a 23m (75’) prestressed concrete flat slab bridge; widening the existing four-lane roadway approaches to six lanes; concrete curb and gutter, traffic separators, barrier walls, sidewalks, storm drainage systems; an 8-acre offsite storm water compensating pond with double pipe infall under a railroad track; milling and resurfacing 473m (1552’) of the roadway north approach connection; highway lighting; traffic signals; signing and pavement markings; and incidental items on SR 15. ----------------------------------------------------------------------------------------------- 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 LS 1.000 0400 2 4 CONC CLASS II, SUPERSTRUCTURE CY 3,464.300 0400 2 10 CONCRETE CLASS II, APPROACH SLABS CY 306.900 0400 3 20 CONC CLASS III, SEAL CY 119.800 0400 4 5 CONCRETE CLASS IV, SUBSTRUCTURE CY 222.900 0400 4 11 CONC CLASS IV, RETAINING WALLS CY 346.500 0400 4 25 CONCRETE CLASS IV, MASS, SUBSTRUCTURE CY 1,810.600 0400147 COMPOSITE NEOPRENE PADS CF 60.800 0415 1 3 REINFORCING STEEL- RETAINING WALL LB 40,201.000 0415 1 4 REINFORCING STEEL - SUPERSTRUCTURE LB 801,598.000 0415 1 5 REINFORCING STEEL- SUBSTRUCTURE LB 304,471.000 0415 1 9 REINFORCING STEEL- APPROACH SLABS LB 55,520.000 0450 1 2 PRESTRESSED BEAMS, TYPE III LF 3,740.000 0450 1 3 PRESTRESSED BEAMS, TYPE IV LF 7,309.000 0450 1 7 PREST BEAMS, SPECIAL LF 417.000 0455 18 PROTECTION OF EXISTING STRUCTURES LS 1.000 0455 34 2 PRESTRESSED CONCRETE PILING, 14" SQ. LF 10,495.000 0455 34 3 PRESTRESSED CONCRETE PILING, 18" SQ LF 1,608.000 0455 34 5 PRESTRESSED CONCRETE PILING, 24" SQ LF 17,877.000 0455137 TEST LOAD- DYNAMIC EA 13.000 0455143 5 TEST PILES-PRESTRESSED CONCRETE,24" SQ LF 1,168.000 0455146 EMBEDDED DATA COLLECTOR EA 13.000 0458 1 11 BRIDGE DECK EXPANSION JOINT, NEW CONSTRUCTION, F&I LF 1,608.600 CALL ORDER : 003 PROPOSAL ID : T2222 CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 0458 1 21 BRIDGE DECK EXPANSION JOINT, REHABILITATION, POURED LF 2,682.400 0460 6 LADDERS & PLATFORMS LB 6,992.500 0460 70 2 ALUMINUM BULLET RAILINGS, DOUBLE RAIL LF 150.000 0460 70 3 ALUMINUM BULLET RAILINGS, TRIPLE RAIL LF 4,462.000 0471 1 1 FENDER SYSTEM,PLASTIC MARINE LUMBER,REINFORCED MB 18.100 0471 1 2 FENDER SYSTEM,PLASTIC MARINE LUMBER, NON-REINFORCED MB 4.000 0510 1 NAVIGATION LIGHTS- FIXED BRIDGE LS 1.000 0514 71 1 PLASTIC FILTER FABRIC, SUBSURFACE SY 1,477.000 0521 5 1 CONCRETE TRAFFIC RAILING, BRIDGE 32" F - SHAPE LF 3,869.000 0521 5 3 CONCRETE TRAFFIC RAILING, BRIDGE, 32" F - SHAPE, MEDIA LF 1,934.000 0521 5 4 CONCRETE TRAFFIC RAILING, BRIDGE, 32" VERTICAL FACE LF 150.000 0521 6 1 CONCRETE PARAPET, PEDEST/BICYCLE LF 4,462.000 0530 3 3 RIPRAP, RUBBLE, BANK AND SHORE TN 3,426.000 0530 74 BEDDING STONE TN 665.700 <<<<<<<<<<<< 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 602.000 0102 14 TRAFFIC CONTROL OFFICER MH 48.000 0102 60 WORK ZONE SIGNS ED 38,810.000 0102 61 BUSINESS SIGNS EA 7.000 0102 71 11 BARRIER WALL, TEMPORARY, F&I, CONCRETE LF 4,045.000 0102 71 14 BARRIER WALL, TEMPORARY, F&I, TYPE K LF 9,948.000 0102 71 21 BARRIER WALL, TEMPORARY, RELOCATE, CONCRETE LF 7,999.000 0102 71 24 BARRIER WALL, TEMPORARY, RELOCATE, TYPE K LF 7,146.000 0102 74 1 BARRICADE, TEMPORARY, TYPES I, II, DI, VP & DRUM ED 216,990.000 0102 74 2 BARRICADE, TEMPORARY, TYPE III, 6' ED 120.000 0102 76 ADVANCE WARNING ARROW PANEL ED 1,980.000 0102 77 HIGH INTENSITY FLASHING LIGHTS, TEMP, TYPE B ED 12,980.000 0102 78 REFLECTIVE PAVEMENT MARKER,TEMPORARY EA 1,412.000 0102 79 LIGHTS,BARRIER WALL MOUNT,TEMP,TYPE C,STEADY BURN ED 46,460.000 0102 89 7 CRASH CUSHION/IMPACT ATTENUATOR, TEMPORARY, LO 11.000 0102 99 CHANGEABLE-VARIABLE MESSAGE SIGN, TEMPORARY ED 2,270.000 0102911 1 PAVEMENT MARKING REMOVABLE, WHITE-BLACK, SKIP LF 30,778.000 0102911 2 PAVEMENT MARKING REMOVABLE, WHITE-BLACK,SOLID LF 34,019.000 0102911 3 PAVEMENT MARKING REMOVABLE, WHITE-BLACK, OTHER SF 260.000 0102912 1 PAVT MARKING REMOVABLE, YELLOW, SKIP LF 2,149.000 0102912 2 PAVEMENT MARKING REMOVABLE, YELLOW, SOLID LF 30,853.000 0104 1 ARTIFICIAL COVERINGS, FOR EROSION CONTROL SY 478.000 0104 5 SANDBAGGING CY 33.000 0104 6 SLOPE DRAINS, TEMPORARY LF 167.000 0104 7 SEDIMENT BASINS EA 3.000 0104 9 SEDIMENT BASINS CLEANOUTS EA 6.000 0104 10 2 SYNTHETIC BALES LF 2,136.000 0104 11 FLOATING TURBIDITY BARRIER LF 850.000 0104 12 STAKED TURBIDITY BARRIER LF 3,346.000 0104 13 1 STAKED SILT FENCE, TYPE III LF 9,239.000 0104 15 SOIL TRACKING PREVENTION DEVICE EA 2.000 0104 16 ROCK BAGS EA 620.000 0109 71 4 FIELD OFFICE,1200 SQ FT DA 990.000 0110 1 1 CLEARING & GRUBBING LS 1.000 0110 4 REMOVAL OF EXISTING CONCRETE PAVEMENT SY 2,998.000 0110 7 1 MAILBOX, F&I, SINGLE EA 13.000 0120 1 REGULAR EXCAVATION CY 94,828.000 0120 6 EMBANKMENT CY 18,241.000 0121 70 FLOWABLE FILL CY 1,009.000 0125 3 SELECT BEDDING MATERAL CY 131.000 0162 1 11 PREPARED SOIL LAYER- FINISH SOIL LAYER, 6" SY 48,140.000 0285701 OPTIONAL BASE, BASE GROUP 01 SY 649.000 0285707 OPTIONAL BASE, BASE GROUP 07 SY 996.000 0285713 OPTIONAL BASE, BASE GROUP 13 SY 30,338.000 0327 70 4 MILLING EXIST ASPH PAVT, 3" AVG DEPTH SY 25,219.000 0327 70 6 MILLING EXIST ASPH PAVT, 1 1/2" AVG DEPTH SY 5,206.000 0327 70 11 MILLING EXIST ASPH PAVT, 2 1/4" AVG DEPTH SY 2,818.000 0327 70 16 MILLING EXIST ASPH PAVT, 1/2" AVG DEPTH SY 835.000 0334 1 13 SUPERPAVE ASPHALTIC CONC, TRAFFIC C TN 7,279.000 CALL ORDER : 003 PROPOSAL ID : T2222 CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 0337 7 6 ASPHALT CONCRETE FRICTION COURSE, INC BIT/RUBBER, TN 5,125.000 0339 1 MISCELLANEOUS ASPHALT PAVEMENT TN 26.600 0400 1 2 CONCRETE CLASS I, ENDWALLS CY 20.100 0400 1 15 CONCRETE CLASS I, MISCELLANEOUS CY 6.500 0400 2 2 CONCRETE CLASS II, ENDWALLS CY 15.200 0415 1 1 REINF STEEL- ROADWAY LB 1,232.400 0425 1351 INLETS, CURB, TYPE P-5, <10' EA 12.000 0425 1361 INLETS, CURB, TYPE P-6, <10' EA 7.000 0425 1451 INLETS, CURB, TYPE J-5, <10' EA 3.000 0425 1471 INLETS, CURB, TYPE 7, <10' EA 3.000 0425 1541 INLETS, DT BOT, TYPE D, <10' EA 3.000 0425 1549 INLETS, DT BOT, TYPE D, MODIFY EA 2.000 0425 1701 INLETS, GUTTER, TYPE S, <10' EA 1.000 0425 1702 INLETS, GUTTER, TYPE S, >10' EA 1.000 0425 1881 INLETS, BARRIER WALL, RIGID, CURB & GUTTER, <10' EA 9.000 0425 2 41 MANHOLES, P-7, <10' EA 1.000 0425 2 71 MANHOLES, J-7, <10' EA 2.000 0425 5 1 MANHOLE, ADJUST, UTILITIES EA 8.000 0425 6 VALVE BOXES, ADJUST EA 2.000 0425 82 GRATE REPLACEMENT EA 8.000 0430171101 PIPE CULVERT OPTIONAL MATERIAL, ROUND - SHAPE, 0-24", LF 4,689.000 0430171102 PIPE CULVERT OPTIONAL MATERIAL, ROUND - SHAPE, 25-36" LF 1,023.000 0430171201 PIPE CULV, OPTIONAL MATERIAL, OTHER - ELIP / ARCH, 0-2 LF 731.000 0430174201 PIPE CULVERT, OPTIONAL MATERIAL, OTHER - ELLIP/ARCH, LF 160.000 0430982123 MITERED END SECTION, OPTIONAL ROUND, 15" CD EA 1.000 0430982125 MITERED END SECTION, OPTIONAL ROUND, 18" CD EA 1.000 0430982133 MITERED END SECTION, OPTIONAL ROUND, 30" CD EA 2.000 0430982138 MITERED END SECTION, OPTIONAL ROUND, 36" CD EA 2.000 0430984625 MITERED END SECT, OPTIONAL - ELLIPTICAL / ARCH, 18" SD EA 6.000 0430984629 MITERED END SECT, OPTIONAL - ELLIPTICAL / ARCH, 24" SD EA 2.000 0440 1 20 UNDERDRAIN, TYPE II LF 2,623.000 0440 73 2 UNDERDRAIN OUTLET PIPE, 6" LF 257.000 0514 71 1 PLASTIC FILTER FABRIC, SUBSURFACE SY 1,691.000 0515 2302 PEDESTRIAN, BICYCLE RAILING, ALUMINUM ONLY,54" PICKET LF 1,742.000 0520 1 7 CONCRETE CURB & GUTTER, TYPE E LF 438.000 0520 1 10 CONCRETE CURB & GUTTER, TYPE F LF 8,822.000 0520 5 16 TRAFFIC SEPARATOR CONCRETE- TYPE I, 8.5' WIDE LF 972.000 0520 5 41 TRAFFIC SEPARATOR CONCRETE- TYPE IV, 4' WIDE LF 385.000 0520 5 46 TRAFFIC SEPARATOR CONCRETE- TYPE IV, 8.5' WIDE LF 543.000 0520 6 SHOULDER GUTTER- CONCRETE LF 387.000 0521 1 MEDIAN CONCRETE BARRIER WALL LF 67.000 0521 72 3 SHOULDER CONCRETE BARRIER WALL, RIGID-SHOULDER LF 48.000 0521 72 5 SHOULDER CONCRETE BARRIER WALL, RIGID-CURB & GUTTER LF 1,171.000 0522 1 SIDEWALK CONCRETE, 4" THICK SY 1,996.000 0522 2 SIDEWALK CONCRETE, 6" THICK SY 4,785.000 0527 1 DETECTABLE WARNING ON WALKING SURFACE, RETROFIT EA 5.000 0530 3 3 RIPRAP, RUBBLE, BANK AND SHORE TN 1,653.900 0530 74 BEDDING STONE TN 588.100 0536 1 1 GUARDRAIL -ROADWAY LF 463.000 0536 73 GUARDRAIL REMOVAL LF 2,285.000 0536 85 22 GUARDRAIL END ANCHORAGE ASSEMBLY- FLARED EA 1.000 0544 75 14 CRASH CUSHION - VEHICULAR IMPACT ATTENUATOR, EA 2.000 0547 70 1 RIPRAP FABRIC-FORMED CONCRETE, 8" FILTER POINTS SY 325.000 0556 1 6 JACK AND BORE, CASING DIAMETER, 36" TO <48" LF 146.000 0570 1 1 PERFORMANCE TURF SY 3,884.000 0570 1 2 PERFORMANCE TURF, SOD SY 50,911.000 0710 11111 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" NM 3.370 0710 11123 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 12 LF 1,227.000 0710 11124 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 18 LF 66.000 0710 11125 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 24 LF 262.000 0710 11131 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SKIP, 6" GM 3.760 0710 11160 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, MESSAGE EA 4.000 0710 11170 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, ARROWS EA 60.000 0710 11211 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6 NM 3.240 0710 11241 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SKIP, 6" LF 1,864.000 0711 17 THERMOPLASTIC, REMOVE SF 17,352.000 0999 16 PARTNERING, DO NOT BID LS 1.000 CALL ORDER : 003 PROPOSAL ID : T2222 CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 0999 20 DISPUTES REVIEW BOARD, DO NOT BID DA 35.000 0999 25 INITIAL CONTINGENCY AMOUNT, DO NOT BID LS 1.000 <<<<<<<<<<<< SECTION 0003 SIGNING >>>>>>>>>>>> 0700 40 1 SIGN SINGLE POST- LESS THAN 12 AS 49.000 0700 40 2 SIGN SINGLE POST- 12 TO 25 AS 3.000 0700 41 10 SIGN MULTI POST, 50 OR LESS AS 1.000 0700 46 11 SIGN EXISTING- REMOVE, SINGLE POST AS 54.000 0700 46 21 SIGN EXISTING- RELOCATE, SINGLE POST AS 3.000 0700 48 48 SIGN PANELS RELOCATE, 15 OR < EA 21.000 0705 71 DELINEATOR- TUBULAR, FLEXIBLE EA 14.000 0710 90 PAINTED PAVEMENT MARKINGS, FINAL SURFACE LS 1.000 <<<<<<<<<<<< SECTION 0004 LIGHTING >>>>>>>>>>>> 0400 1 15 CONCRETE CLASS I, MISCELLANEOUS CY 14.100 0455122 3 EXCAVATION UNCLASSIFIED SHAFT, 36" DIA LF 115.000 0555 1 1 DIRECTIONAL BORE, LESS THAN 6" LF 154.000 0715 1 11 LIGHTING CONDUCTORS, F&I, INSULATED, NO. 10 OR < LF 558.000 0715 1 12 LIGHTING CONDUCTORS, F&I, INSULATED, NO.8 - 6 LF 25,089.000 0715 2 11 LIGHTING - CONDUIT, F&I, UNDERGROUND LF 3,606.000 0715 2 12 LIGHTING - CONDUIT, F&I, UNDERPAVEMENT SAWCUT LF 167.000 0715 2 13 LIGHTING CONDUIT, F&I, SURFACE MOUNT LF 138.000 0715 7 11 LOAD CENTER, F&I, SECONDARY VOLTAGE EA 1.000 0715 14 11 LIGHTING - PULL BOX, F&I, ROADSIDE-MOULDED EA 17.000 0715 14 12 LIGHTING - PULL BOX, F&I, SIDEWALK EA 5.000 0715 14 14 LIGHTING - PULL BOX, F&I, SURFACE MOUNT EA 2.000 0715500 1 POLE CABLE DISTRIBUTION SYSTEM, CONVENTIONAL EA 35.000 0715511145 LIGHT POLE COMPLETE, F&I, SINGLE ARM SHOULDER MOUNT, EA 13.000 0715515145 LIGHT POLE COMP, F&I, SGL ARM BRIDG MNT-ALUM, 45' EA 2.000 0715575140 LIGHT POLE COMPLETE, F&I, INTERNAL VIBRATING DAMPER, EA 20.000 <<<<<<<<<<<< SECTION 0005 SIGNALIZATION >>>>>>>>>>>> 0630 1 12 CONDUIT - SIGNALS, FURNISH & INSTALL, UNDERGROUND LF 5,252.000 0630 1 14 CONDUIT, SIGNALS, F & I, UNDERGROUND -JACKED LF 1,918.000 0632 7 1 CABLE, SIGNAL, FURNISH & INSTALL PI 1.000 0635 1 11 PULL & JUNCTION BOXES, F&I, PULL BOX EA 12.000 0635 1 15 PULL & JUNCTION BOXES, F&I, FIBER OPTICS EA 10.000 0639 1 22 SIGNALS,ELECTRICAL POWER SERVICE,UNDERGROUND, AS 1.000 0639 2 1 SIGNALS, ELECTRICAL SERVICE WIRE LF 37.000 0641 41112 PREST CONC POLE, F&I - DIRECT BURIAL, TYPE N-II, SERVI EA 1.000 0649713002 M/ARM, F&I/RL, SI ARM W/O LUM, 1ST ARM C3, 2ND NO, POL EA 1.000 0649715003 M/ARM, F&I/RL, SI ARM W/O LUM, 1ST ARM C5, EA 3.000 0650 51111 TRAFFIC SIGNAL, F&I, 1 SECTION, 1 WAY, STANDARD AS 10.000 0659120 SIGNAL HEAD AUXILIARIES, F&I, LED MODULE EA 6.000 0660 2106 LOOP ASSEMBLY, F&I, TYPE F AS 11.000 0665 11 PEDESTRIAN DETECTOR, F&I, DETECTOR STATION, POLE OR EA 6.000 0670 4 1 FLASHING BEACON CONTROLLER ASSEMBLY, F&I AS 1.000 0690 10 SIGNAL HEAD TRAFFIC ASSEMBLY REMOVAL EA 8.000 0690 32 1 POLE REMOVAL, SHALLOW, DIRECT BURIAL EA 2.000 0690 50 CONTROLLER ASSEMBLY, REMOVE, COMPLETE ASSEMBLY EA 1.000 0690 70 DETECTOR PEDESTRIAN ASSEMBLY REMOVE EA 6.000 0690 80 SPAN WIRE ASSEMBLY, REMOVE EA 1.000 0690 90 CONDUIT & CABLING REMOVE PI 2.000 0699 1 1 INTERNAL ILLUM SIGN, ST NAME EA 6.000 0700 48 18 SIGN PANELS, F & I, 15 OR < EA 2.000