BID SOLICITATIONENOTICENANDFAPPROXIMATETQUANTITIES (NOT FOR BIDDING PURPOSES) LETTING ID: CT090429 CALL ORDER: 017 PROPOSAL ID: T7191 DISTRICT: 07 COUNTIES : PINELLAS, , , ROAD NAME : SR 686 LIMITS : FROM E OF 40TH ST TO W OF 28TH ST FINPROJ NO(S): 25699415201 (*) FEDERAL AID NO: 1414036U WORK MIX: NEW ROAD CONSTRUCTION 25699425201 N/A NEW ROAD CONSTRUCTION TOTAL ROADWAY LENGTH: 0.466 MILES CONTRACT DAYS: 1004 TOTAL BRIDGE LENGTH: 0.287 MILES LETTING DATE : 04/29/09 TOTAL PROPOSAL LENGTH: 0.753 MILES CONTRACT EXECUTION DAYS: 10 SPECIAL START DATE: N/A ACQUIS./FLEXIBLE START TIME : 30 DAYS PROPOSAL BUDGET ESTIMATE: $ 53,800,000.00 PROPOSAL PACKAGE FEE: $5.00 DESCRIPTION: For the purpose of bidding, the Department has established a maximum budget of $53,800,000.00. This amount is not the Department’s official cost estimate for the work but is the budgetary constraints 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 Mr. Scott W. Collister, P.E. at fax 813-975-4853 by April 8, 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 Department anticipates awarding this project within 15 days. An additional posting date has been added due to an anticipated posting of May 11, 2009. The improvements under this contract consist of constructing new Bridge No. 150261 (Ramp P-1 from I-275 NB to WB SR 686), constructing new Bridge No. 150265 (SR 686 WB over EB Bryan Dairy Road CR 296), widening Bridge No. 150075 (Ramp P over Roosevelt Blvd. SR 686A), widening Bridge No. 150104 (Ramp P over I-275), milling & resurfacing, widening, drainage improvements, lighting, traffic signals, signing and pavement markings and intelligent transportation system on SR 686. ----------------------------------------------------------------------------------------------- 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 (25699425201) LS 1.000 0110 3 REMOVAL OF EXISTING STRUCTURE (25699425201) LS 1.000 0110 3 REMOVAL OF EXISTING STRUCTURE (25699425201) LS 1.000 0141 70 SETTLEMENT PLATE ASSEMBLY AS 3.000 0400 2 4 CONC CLASS II, SUPERSTRUCTURE CY 4,635.500 0400 2 10 CONCRETE CLASS II, APPROACH SLABS CY 426.500 0400 3 20 CONC CLASS III, SEAL CY 44.400 0400 4 5 CONCRETE CLASS IV, SUBSTRUCTURE CY 902.200 0400 4 25 CONCRETE CLASS IV, MASS, SUBSTRUCTURE CY 2,717.100 0400 7 BRIDGE DECK GROOVING, LESS THAN 8.5" SY 3,544.000 0400 9 BRIDGE DECK GROOVING & PLANING, DECK 8.5"&> SY 13,862.000 0400143 CLEANING & COATING CONCRETE SURFACE, CLASS 5 SF 15,674.000 0400147 COMPOSITE NEOPRENE PADS CF 100.600 0400153 NON SHRINK GROUT, F&I, MISCELLANEOUS- STRUCTURES REHAB CF 40.500 0415 1 4 REINFORCING STEEL - SUPERSTRUCTURE LB 1,231,091.000 0415 1 5 REINFORCING STEEL- SUBSTRUCTURE LB 761,723.000 0415 1 9 REINFORCING STEEL- APPROACH SLABS LB 84,208.000 0450 1 3 PRESTRESSED BEAMS, TYPE IV LF 2,082.000 0450 1 5 PRESTRESSED BEAMS, TYPE VI LF 9,567.000 0455 18 PROTECTION OF EXISTING STRUCTURES (25699415201) LS 1.000 0455 34 3 PRESTRESSED CONCRETE PILING, 18" SQ LF 3,042.000 0455 34 5 PRESTRESSED CONCRETE PILING, 24" SQ LF 17,414.100 0455107 3 DRILLED SHAFT CASING, 36" DIAMETER LF 3,116.000 0455122 3 EXCAVATION UNCLASSIFIED SHAFT, 36" DIA LF 2,654.000 0455133 2 SHEET PILING STEEL, TEMPORARY-CRITICAL SF 44,863.000 0455133 3 SHEET PILING STEEL, F&I PERMANENT SF 5,640.000 0455143 3 TEST PILES-PRESTRESSED CONCRETE,18" SQ LF 290.000 0455143 5 TEST PILES-PRESTRESSED CONCRETE,24" SQ LF 1,860.000 0455146 EMBEDDED DATA COLLECTOR EA 22.000 0458 1 11 BRIDGE DECK EXPANSION JOINT, NEW CONSTRUCTION, F&I LF 141.000 CALL ORDER : 017 PROPOSAL ID : T7191 CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- POURED JOINT WITH BACKER ROD 0458 1 12 BRIDGE DECK EXPANSION JOINT, NEW CONSTRUCTION, F&I LF 298.000 STRIP SEAL 0458 1 21 BRIDGE DECK EXPANSION JOINT, REHABILITATION, POURED LF 689.000 JOINT WITH BACKER ROD 0459 71 PILES, POLYETHYLENE SHEETING SY 1,515.000 0460 2 1 STRUCT STEEL, CARBON (25699415201) LS 1.000 0460 2 2 STRUCT STEEL, LOW ALLOY (25699415201) LS 1.000 0461113 13 MULTIROTATIONAL BEARING ASSEM-FIXED, F&I, 501- 750KIPS EA 5.000 0461114 12 MULTIROTATIONAL BEARING ASSEM EXP, F&I, 251- 500KIPS EA 6.000 0461114 13 MULTIROTATIONAL BEARING ASSEM EXP, F&I, 501- 750KIPS EA 17.000 0506 2 BRIDGE DRAINAGE PIPE LF 651.000 0506 3 BRIDGE DRAINS EA 11.000 0515 2301 PEDESTRIAN, BICYCLE RAILING, ALUMINUM ONLY,42" PICKET LF 389.000 RAIL 0521 5 1 CONCRETE TRAFFIC RAILING, BRIDGE 32" F - SHAPE LF 6,236.000 0521 5 2 CONCRETE TRAFFIC RAILING, BRIDGE 42" F - SHAPE LF 1,410.000 0521 8 1 CONCRETE TRAFFIC RAILING BARRIER, RETAINING WALL SYSTEM LF 3,112.000 MOUNTED WITH SLEEPER SLAB, 32" F SHAPE 0521 8 2 CONCRETE TRAFFIC RAILING BARRIER, RETAINING WALL SYSTEM LF 25.000 MOUNTED WITH SLEEPER SLAB, 42" F SHAPE 0524 2 2 CONCRETE SLOPE PAVEMENT,NON REINFORCED, 4" SY 1,111.000 0548 12 RETAINING WALL SYSTEM, PERMANENT, EXCLUDING BARRIER SF 74,283.000 0548 13 RETAINING WALL SYSTEM,TEMPORARY, EXCLUDING BARRIER SF 6,547.000 <<<<<<<<<<<< SECTION 0002 ROADWAY >>>>>>>>>>>> 0101 1 MOBILIZATION (25699415201) LS 1.000 0101 1 MOBILIZATION (25699425201) LS 1.000 0102 1 MAINTENANCE OF TRAFFIC (25699425201) LS 1.000 0102 1 MAINTENANCE OF TRAFFIC (25699415201) LS 1.000 0102 2 1 SPECIAL DETOUR 1 (25699425201) LS 1.000 0102 2 1 SPECIAL DETOUR 1 (25699415201) LS 1.000 0102 2 2 SPECIAL DETOUR 2 (25699425201) LS 1.000 0102 2 3 SPECIAL DETOUR 3 (25699425201) LS 1.000 0102 2 4 SPECIAL DETOUR 4 (25699425201) LS 1.000 0102 14 TRAFFIC CONTROL OFFICER MH 2,144.000 0102 60 WORK ZONE SIGN ED 376,396.000 0102 71 13 BARRIER WALL, TEMPORARY, F&I, LOW PROFILE, CONCRETE LF 425.000 0102 71 14 BARRIER WALL, TEMPORARY, F&I, TYPE K LF 18,972.000 0102 71 24 BARRIER WALL, TEMPORARY, RELOCATE, TYPE K LF 47,513.000 0102 74 1 BARRICADE, TEMPORARY, TYPES I, II, DI, VP & DRUM ED 561,581.000 0102 74 2 BARRICADE, TEMPORARY, TYPE III, 6' ED 31,751.000 0102 76 ADVANCE WARNING ARROW PANEL ED 4,930.000 0102 77 HIGH INTENSITY FLASHING LIGHTS, TEMP, TYPE B ED 48,746.000 0102 78 REFLECTIVE PAVEMENT MARKER,TEMPORARY EA 22,665.000 0102 79 LIGHTS,BARRIER WALL MOUNT,TEMP,TYPE C,STEADY BURN ED 136,536.000 0102 89 7 TEMPORARY CRASH CUSHION, REDIRECTIVE OPTION LO 30.000 0102 99 CHANGEABLE-VARIABLE MESSAGE SIGN, TEMPORARY ED 9,765.000 0102107 TEMPORARY TRAFFIC DETECTION, INTERSECT DA 428.000 0102150 1 PORTABLE REGULATORY, SIGN ED 5,895.000 0102150 2 RADAR SPEED DISPLAY UNIT ED 4,727.000 0102911 1 PAVEMENT MARKING REMOVABLE, WHITE-BLACK, SKIP LF 448.000 0102911 2 PAVEMENT MARKING REMOVABLE, WHITE-BLACK,SOLID LF 477,037.000 0102912 1 PAVT MARKING REMOVABLE, YELLOW, SKIP LF 111.000 0102912 2 PAVEMENT MARKING REMOVABLE, YELLOW, SOLID LF 352,455.000 0104 1 ARTIFICIAL COVERINGS FOR EROSION CONTROL SY 15,547.000 0104 5 SANDBAGGING CY 41.000 0104 6 TEMPORARY SLOPE DRAIN LF 360.000 0104 10 2 SYNTHETIC BALES LF 2,635.000 0104 11 FLOATING TURBIDITY BARRIER LF 1,205.000 0104 12 STAKED TURBIDITY BARRIER LF 1,235.000 0104 13 1 STAKED SILT FENCE, TYPE III LF 38,624.000 0104 15 SOIL TRACKING PREVENTION DEVICE EA 6.000 0104 16 ROCK BAG EA 1,080.000 0109 71 5 FIELD OFFICE,1500 SQ FT DA 1,044.000 0110 1 1 CLEARING & GRUBBING (25699415201) LS 1.000 0110 1 1 CLEARING & GRUBBING (25699425201) LS 1.000 CALL ORDER : 017 PROPOSAL ID : T7191 CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 0110 4 REMOVAL OF EXISTING CONCRETE PAVEMENT SY 8,297.000 0110 86 DELIVERY OF SALVAGEABLE MATERIAL TO FDOT LS 1.000 (25699415201) 0110 86 DELIVERY OF SALVAGEABLE MATERIAL TO FDOT LS 1.000 (25699425201) 0120 1 REGULAR EXCAVATION CY 53,416.000 0120 6 EMBANKMENT CY 277,450.000 0121 70 FLOWABLE FILL CY 3.000 0145 2 GEOSYNTHETIC REINFORCED FOUNDATION OVER SOFT SOIL SY 346.000 0160 4 TYPE B STABILIZATION SY 43,038.000 0162 1 11 PREPARED SOIL LAYER, FINISH SOIL LAYER, 6" SY 3,951.000 0162 1 22 PREPARED SOIL LAYER, ORGANIC SOIL LAYER, 12" SY 16,536.000 0285701 OPTIONAL BASE, BASE GROUP 01 SY 3,611.000 0285702 OPTIONAL BASE, BASE GROUP 02 SY 219.000 0285705 OPTIONAL BASE, BASE GROUP 05 SY 4,525.000 0285706 OPTIONAL BASE, BASE GROUP 06 SY 2,089.000 0285707 OPTIONAL BASE, BASE GROUP 07 SY 1,056.000 0285708 OPTIONAL BASE, BASE GROUP 08 SY 585.000 0285709 OPTIONAL BASE, BASE GROUP 09 SY 1,175.000 0285710 OPTIONAL BASE, BASE GROUP 10 SY 8,608.000 0285712 OPTIONAL BASE, BASE GROUP 12 SY 16,042.000 0285713 OPTIONAL BASE, BASE GROUP 13 SY 1,743.000 0285715 OPTIONAL BASE, BASE GROUP 15 SY 1,242.000 0286 1 TURNOUT CONSTRUCTION SY 570.000 0327 70 1 MILLING EXIST ASPH PAVT, 1" AVG DEPTH SY 12,800.000 0327 70 5 MILLING EXIST ASPH PAVT, 2" AVG DEPTH SY 1,395.000 0327 70 6 MILLING EXIST ASPH PAVT, 1 1/2" AVG DEPTH SY 4,682.000 0327 70 19 MILLING EXIST ASPH PAVT, 3/4" AVG DEPTH SY 6,847.000 0334 1 13 SUPERPAVE ASPHALTIC CONC, TRAFFIC C TN 3,009.300 0334 1 14 SUPERPAVE ASPHALTIC CONC, TRAFFIC D TN 2,156.000 0334 1 24 SUPERPAVE ASPH CONC, TRAF D, PG76-22 TN 2,271.300 0337 7 5 ASPHALT CONCRETE FRICTION COURSE- INC BIT/RUBBER, FC-5 TN 294.800 0337 7 22 ASPH CONC FRICTION COURSE, INC BIT, FC-5, PG76-22 TN 851.500 0337 7 32 ASPHALT CONCRETE FRICTION COURSE,TRAFFIC C, FC-9.5, TN 916.400 RUBBER 0337 7 33 ASPHALT CONCRETE FRICTION COURSE,TRAFFIC C, FC-12.5, TN 615.200 RUBBER 0339 1 MISCELLANEOUS ASPHALT PAVEMENT TN 815.300 0350 1 3 PLAIN CEMENT CONCRETE PAVEMENT, 8" SY 317.000 0350 1 5 PLAIN CEMENT CONCRETE PAVEMENT, 10" SY 609.000 0352 70 GRINDING CONCRETE PAVEMENT SY 709.000 0370 1 BRIDGE APPROACH EXPANSION JOINT FOR CONCRETE PAVEMENT LF 110.000 0400 1 15 CONCRETE CLASS I, MISCELLANEOUS CY 13.900 0400 4 15 CONC CLASS IV, MISCELLANEOUS CY 12.400 0415 1 1 REINF STEEL- ROADWAY LB 975.000 0425 1471 INLETS, CURB, TYPE 7, <10' EA 1.000 0425 1511 INLETS, DT BOT, TYPE B, <10' EA 2.000 0425 1541 INLETS, DT BOT, TYPE D, <10' EA 2.000 0425 1543 INLETS, DITCH BOTTOM, TYPE D, J BOT, <10' EA 1.000 0425 1549 INLETS, DT BOT, TYPE D, MODIFY EA 1.000 0425 1581 INLETS, DT BOT, TYPE H, <10' EA 1.000 0425 1589 INLETS, DT BOT, TYPE H, MODIFY EA 1.000 0425 1701 INLETS, GUTTER, TYPE S, <10' EA 23.000 0425 1703 INLETS, GUTTER, TYPE S, J BOTTOM <10' EA 10.000 0425 1891 INLETS, BARRIER WALL, <10' EA 10.000 0425 1893 INLETS, BARRIER WALL, J BOT, <10' EA 1.000 0425 2 41 MANHOLES, P-7, <10' EA 1.000 0425 2 61 MANHOLES, P-8, <10' EA 16.000 0425 2 62 MANHOLES, P-8, >10' EA 2.000 0425 2 71 MANHOLES, J-7, <10' EA 1.000 0425 2 91 MANHOLES, J-8, <10' EA 8.000 0425 2 92 MANHOLES, J-8, >10' EA 4.000 0425 3 41 JUNCTION BOX, DRAINAGE, P-7, <10' EA 1.000 0425 11 DRAINAGE STRUCTURE MODIFY EA 1.000 0430 94 1 DESILTING PIPE, 0 - 24" LF 742.000 0430 94 2 DESILTING PIPE, 25 - 36" LF 131.000 0430 94 4 DESILTING PIPE, 49 - 60" LF 48.000 CALL ORDER : 017 PROPOSAL ID : T7191 CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 0430173101 PIPE CULVERT OPTIONAL MATERIAL, ROUND - SHAPE, 0-24", LF 104.000 GUTTER DRAIN 0430175101 PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 0-24"S/CD LF 5,809.000 0430175102 PIPE CULVERT, OPT MATERIAL, ROUND, 25-36"S/CD LF 2,606.000 0430175103 PIPE CULVERT, OPT MATERIAL, ROUND, 37-48"S/CD LF 529.000 0430175201 PIPE CULVERT,OPTIONAL MATERIAL,OTHER-ELIP/ARCH, LF 375.000 0-24"S/CD 0430175203 PIPE CULVERT, OPT MATERIAL, OTHER - ELIP/ARCH, LF 442.000 37-48"S/CD 0430200 29 FLARED END SECTION, CONCRETE, 24" EA 1.000 0430611125 U-ENDWALL WITH BAFFLES, STD 261, 1:4 SLOPE, 18"PIPE EA 1.000 0430830 PIPE FILLING AND PLUGGING- PLACE OUT OF SERVICE CY 46.000 0430950 DESILTING CONCRETE BOX CULVERT, CY 630.000 0430982125 MITERED END SECTION, OPTIONAL ROUND, 18" CD EA 7.000 0430982129 MITERED END SECTION, OPTIONAL ROUND, 24" CD EA 1.000 0430982133 MITERED END SECTION, OPTIONAL ROUND, 30" CD EA 1.000 0430982138 MITERED END SECTION, OPTIONAL ROUND, 36" CD EA 2.000 0430982140 MITERED END SECTION, OPTIONAL ROUND, 42" CD EA 1.000 0430982625 MITERED END SECTION, OPTIONAL - ELLIPTICAL / ARCH, 18" EA 7.000 CD 0430982640 MITERED END SECTION, OPTIONAL - ELLIPTICAL / ARCH, 42" EA 1.000 CD 0520 1 7 CONCRETE CURB & GUTTER, TYPE E LF 396.000 0520 1 10 CONCRETE CURB & GUTTER, TYPE F LF 1,066.000 0520 5 11 TRAFFIC SEPARATOR CONCRETE-TYPE I, 4' WIDE LF 253.000 0520 6 SHOULDER GUTTER- CONCRETE LF 6,053.000 0520 70 CONCRETE TRAFFIC SEPARATOR, SPECIAL- VARIABLE WIDTH SY 276.000 0521 1 MEDIAN CONCRETE BARRIER WALL LF 879.000 0521 72 5 SHOULDER CONCRETE BARRIER WALL, RIGID-CURB & GUTTER LF 71.000 0521 72 6 SHOULDER CONCRETE BARRIER WALL, PLAIN - SHOULDER LF 333.000 0521 72 11 SHOULDER CONCRETE BARRIER WALL, RIGID SHOULDER 54" LF 764.000 0524 1 2 CONCRETE DITCH PAVEMENT, NON REINFORCED, 4" SY 33.000 0524 1 4 CONCRETE DITCH PAVEMENT, NON REINFORCED, 6" SY 727.000 0527 1 DETECTABLE WARNING ON WALKING SURFACE, RETROFIT EA 3.000 0530 1 RIPRAP, SAND-CEMENT CY 3.400 0530 3 4 RIPRAP, RUBBLE, F&I, DITCH LINING TN 77.100 0536 1 1 GUARDRAIL -ROADWAY LF 9,530.000 0536 1 3 GUARDRAIL- ROADWAY, DOUBLE FACE LF 1,306.000 0536 2 GUARDRAIL- SHOP-BENT PANELS LF 50.000 0536 7 SPECIAL GUARDRAIL POST EA 34.000 0536 73 GUARDRAIL REMOVAL LF 5,435.000 0536 85 22 GUARDRAIL END ANCHORAGE ASSEMBLY- FLARED EA 6.000 0536 85 24 GUARDRAIL END ANCHORAGE ASSEMBLY- PARALLEL EA 2.000 0536 85 25 GUARDRAIL END ANCHORAGE ASSEMBLY- TYPE II EA 9.000 0536 85 26 GUARDRAIL END ANCHORAGE ASSEMBLY- TYPE CRT EA 1.000 0544 75 14 CRASH CUSHION - VEHICULAR IMPACT ATTENUATOR, QUADGUARD EA 2.000 0550 10220 FENCING, TYPE B, 5.1-6.0, STANDARD LF 3,402.000 0550 10222 FENCING, TYPE B, 5.1-6.0, W/ VINYL COATING LF 1,671.000 0550 60224 FENCE GATE, TYPE B, DOUBLE, 18.1-20.0' OPENING EA 5.000 0550 60226 FENCE GATE , TYPE B, DOUBLE, 24.1-30.0' OPENING EA 1.000 0556 1 6 JACK AND BORE, CASING DIAMETER, 36" TO <48" LF 50.000 0556 1 7 JACK AND BORE, CASING DIAMETER 48"TO<60" LF 100.000 0570 1 1 PERFORMANCE TURF SY 13,129.000 0570 1 2 PERFORMANCE TURF, SOD SY 202,115.000 0571 1 11 PLASTIC EROSION MAT, TURF REINFORCED MAT, TYPE 1 SY 5,737.000 0710 11111 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" NM 5.624 0710 11122 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 8" LF 6,766.000 0710 11123 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 12" LF 580.000 0710 11124 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 18" LF 1,759.000 0710 11125 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 24" LF 712.000 0710 11131 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SKIP, 6" GM 3.904 0710 11151 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, DOTTED / LF 104.000 GUIDELINE/ 6-10 GAP EXTENSION, 6" 0710 11160 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, MESSAGE EA 8.000 0710 11170 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, ARROWS EA 54.000 0710 11211 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" NM 6.722 0710 11224 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 18" LF 208.000 CALL ORDER : 017 PROPOSAL ID : T7191 CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 0710 11231 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SKIP, 6" GM 0.015 0710 11251 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, DOTTED/ LF 136.000 GUIDELINE/6-10 GAP EXTENSION, 6" 0909180 1 SPECIAL COMMERCIAL STABILIZING MATERIAL CY 111.000 0909180 2 SPECIAL STABILIZED SUBBASE, 6" SY 1,161.000 0999 16 PARTNERING, DO NOT BID (25699415201) LS 1.000 0999 20 DISPUTES REVIEW BOARD, DO NOT BID DA 20.000 0999 25 INITIAL CONTINGENCY AMOUNT, DO NOT BID (25699415201) LS 1.000 0999 25 INITIAL CONTINGENCY AMOUNT, DO NOT BID (25699425201) LS 1.000 <<<<<<<<<<<< SECTION 0003 SIGNING >>>>>>>>>>>> 0700 20 11 SINGLE POST SIGN, F&I, LESS THAN 12 SF AS 50.000 0700 20 12 SINGLE POST SIGN, F&I, 12-20 SF AS 42.000 0700 20 40 SINGLE POST SIGN, RELOCATE AS 1.000 0700 20 60 SINGLE POST SIGN, REMOVE AS 73.000 0700 21 11 MULTI- POST SIGN, F&I, 50 SF OR LESS AS 1.000 0700 21 12 MULTI- POST SIGN, F&I, 51 - 100 SF AS 2.000 0700 21 40 MULTI- POST SIGN, RELOCATE AS 1.000 0700 21 60 MULTI- POST SIGN, REMOVE AS 3.000 0700 22122 OVERHEAD TRUSS SPAN SIGN, FURNISH & INSTALL, TRUSS AS 2.000 LENGTH 51-100', SIGN AREA 301-500 SF 0700 22123 OVERHEAD TRUSS SPAN SIGN, FURNISH & INSTALL, TRUSS AS 1.000 LENGTH 51-100', SIGN AREA 501-700 SF 0700 22132 OVERHEAD TRUSS SPAN SIGN, FURNISH & INSTALL, TRUSS AS 1.000 LENGTH 101-150', SIGN AREA 301-500 SF 0700 22133 OVERHEAD TRUSS SPAN SIGN,FURNISH & INSTALL, TRUSS AS 3.000 LENGTH 101-150', SIGN AREA 501-700SF 0700 22600 OVERHEAD TRUSS SPAN SIGN,REMOVE AS 1.000 0700 23600 OVERHEAD TRUSS CANTILEVER SIGN, REMOVE AS 4.000 0700 48 12 SIGN PANELS, F & I, 101 - 200 EA 1.000 0700 48 19 SIGN PANELS, F & I, 16 - 100 EA 1.000 0700 48 60 SIGN PANELS, REMOVE EA 1.000 0701 11111 AUDIBLE & VIBRATORY PAVEMENT MARKING,STANDARD,WHITE, NM 1.116 SOLID, 6" 0701 11211 AUDIBLE & VIBRATORY PAVEMENT MARKING,STANDARD,YELLOW, NM 1.126 SOLID, 6" 0705 10 1 OBJECT MARKER, TYPE 1 EA 3.000 0705 11 1 DELINEATOR, FLEXIBLE TUBULAR EA 39.000 0705 11 3 DELINEATOR, FLEXIBLE HIGH VISABILITY MEDIAN EA 7.000 0705 11 4 DELINEATOR, FLEXIBLE HIGH PERFORMANCE EA 16.000 0706 3 RETRO-REFLECTIVE PAVEMENT MARKERS EA 1,203.000 0710 11190 PAINTED PAVEMENT MARKINGS,STANDARD,WHITE,ISLAND NOSE SF 16.000 0710 11290 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, ISLAND SF 28.000 NOSE 0710 11331 PAINTED PAVEMENT MARKINGS, STANDARD,BLACK, SKIP, 6" GM 0.923 0711 11111 THERMOPLASTIC, STANDARD, WHITE, SOLID, 6" NM 2.311 0711 11122 THERMOPLASTIC, STANDARD, WHITE, SOLID, 8" LF 9,013.000 0711 11123 THERMOPLASTIC, STANDARD, WHITE, SOLID, 12" LF 290.000 0711 11124 THERMOPLASTIC, STANDARD, WHITE, SOLID, 18" LF 2,964.000 0711 11125 THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" LF 311.000 0711 11131 THERMOPLASTIC, STANDARD, WHITE, SKIP, 6" GM 3.048 0711 11151 THERMOPLASTIC, STANDARD, WHITE, DOTTED/GUIDELINE/ 6-10 LF 52.000 GAP EXTENSION, 6" 0711 11160 THERMOPLASTIC, STANDARD, WHITE, MESSAGE EA 10.000 0711 11170 THERMOPLASTIC, STANDARD, WHITE, ARROW EA 73.000 0711 11211 THERMOPLASTIC, STANDARD,YELLOW, SOLID, 6" NM 3.626 0711 11222 THERMOPLASTIC, STANDARD, YELLOW, SOLID, 8" LF 1,286.000 0711 11224 THERMOPLASTIC, STANDARD, YELLOW, SOLID, 18" LF 273.000 0711 11231 THERMOPLASTIC, STANDARD, YELLOW, SKIP, 6" GM 0.008 0711 11251 THERMOPLASTIC, STANDARD, YELLOW, DOTTED / GUIDELINE LF 68.000 /6-10 GAP EXTENSION, 6" <<<<<<<<<<<< SECTION 0004 LIGHTING >>>>>>>>>>>> 0400 1 15 CONCRETE CLASS I, MISCELLANEOUS CY 53.700 0455 88 6 DRILLED SHAFT, 60" DIA LF 20.000 0455 88 8 DRILLED SHAFT, 54" DIA LF 132.000 0455122 6 EXCAVATION UNCLASSIFIED SHAFT, 60" DIA LF 20.000 CALL ORDER : 017 PROPOSAL ID : T7191 CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 0455122 8 EXCAVATION UNCLASSIFIED SHAFT, 54" DIA LF 132.000 0555 1 1 DIRECTIONAL BORE, LESS THAN 6" LF 403.000 0555 1 2 DIRECTIONAL BORE, 6" TO < 12" LF 760.000 0715 1 11 LIGHTING CONDUCTORS, F&I, INSULATED, NO. 10 OR < LF 1,656.000 0715 1 12 LIGHTING CONDUCTORS, F&I, INSULATED, NO.8 - 6 LF 30,525.000 0715 1 13 LIGHTING CONDUCTORS, F&I, INSULATED, NO 4 TO NO 2 LF 21,718.000 0715 1 15 LIGHTING CONDUCTORS, F&I, NO.1/0 - 3/0 LF 27,466.000 0715 1 60 LIGHTING CONDUCTORS, REMOVE & DISPOSE, CONTRACTOR OWNS LF 455.000 0715 2 11 LIGHTING - CONDUIT, F&I, UNDERGROUND LF 15,033.000 0715 2 13 LIGHTING CONDUIT, F&I, SURFACE MOUNT LF 208.000 0715 7 11 LOAD CENTER, F&I, SECONDARY VOLTAGE EA 2.000 0715 7 21 LOAD CENTER, REWORK, SECONDARY VOLTAGE EA 1.000 0715 11125 LUMINAIRE, F&I, UNDER DECK, WALL MOUNT EA 4.000 0715 11126 LUMINAIRE, F&I, UNDER DECK, PENDANT HUNG EA 12.000 0715 11137 LUMINAIRE, F&I, SIGN, SIGN MOUNT EA 4.000 0715 14 11 LIGHTING - PULL BOX, F&I, ROADSIDE-MOULDED EA 92.000 0715 14 14 LIGHTING - PULL BOX, F&I, SURFACE MOUNT EA 8.000 0715 14 51 LIGHTING - PULL BOX, REMOVE, ROADSIDE, MOULDED EA 3.000 0715 19123 HIGH MAST LIGHT POLE, F&I, WIND SPEED-130 MPH, POLE 120' EA 6.000 0715 19129 HIGH MAST LIGHT POLE, F&I, WIND SPEED-130 MPH, CUSTOM EA 1.000 HEIGHT 0715 19600 HIGH MAST LIGHT POLE, REMOVE EA 2.000 0715500 1 POLE CABLE DISTRIBUTION SYSTEM, CONVENTIONAL EA 21.000 0715500 2 POLE CABLE DISTRIBUTION SYSTEM, HIGH MAST EA 7.000 0715500 3 POLE CABLE DISTRIBUTION SYSTEM, WALL MOUNT EA 10.000 0715571145 LIGHT POLE COMPLETE- SPECIAL DESIGN, F&I INTERNAL EA 1.000 VIBRATION DAMPER, SINGLE ARM SHOULDER MOUNT, ALUMINUM, 45' 0715576150 LIGHT POLE COMPLETE- SPECIAL DESIGN, F&I INTERNAL EA 29.000 VIBRATION DAMPER, POLE TOP MOUNT, ALUMINUM, 50' 0715578150 LIGHT POLE COMPLETE- SPECIAL DESIGN, F&I, INTERNAL EA 1.000 VIBRATION DAMPER,DOUBLE ARM POLE TOP MOUNT, ALUMINUM, 50' <<<<<<<<<<<< SECTION 0005 SIGNALIZATION >>>>>>>>>>>> 0555 1 1 DIRECTIONAL BORE, LESS THAN 6" LF 160.000 0555 1 2 DIRECTIONAL BORE, 6" TO < 12" LF 699.000 0630 1 12 CONDUIT - SIGNALS, FURNISH & INSTALL, UNDERGROUND LF 788.000 0632 7 1 CABLE, SIGNAL, FURNISH & INSTALL PI 3.000 0632 7 4 CABLE SIGNAL, ADJUST PI 1.000 0635 1 11 PULL & JUNCTION BOXES, F&I, PULL BOX EA 45.000 0639 1 22 SIGNALS,ELECTRICAL POWER SERVICE,UNDERGROUND, PURCHASED AS 2.000 BYCONTRACTOR FROM POWER COMPANY 0639 2 1 SIGNALS, ELECTRICAL SERVICE WIRE LF 978.000 0641 2 12 PRESTRESSED CONCRETE POLE, F&I, TYPE P-II SERVICE POLE EA 2.000 0649 31201 MAST ARM,F&I, WIND SPEED-130,SINGLE ARM,W/0 LUMINAIRE-36 EA 2.000 0649 31204 MAST ARM,F&I, WIND SPEED-130,SINGLE ARM,W/0 LUMINAIRE, EA 1.000 ARM LENGTH 70.5 0649 31211 MAST ARM,F&I, WIND SPEED-130,DOUBLE ARM,W/0 LUMINAIRE, EA 1.000 36-46 0649 31215 MAST ARM,F&I, WIND SPEED-130,DOUBLE ARM,W/0 LUMINAIRE, EA 1.000 46-60 0650 51311 TRAFFIC SIGNAL, F&I, 3 SECTION, 1 WAY, STANDARD AS 19.000 0650 51511 TRAFFIC SIGNAL, F&I, 5 SECTIONS, 1 WAY, STANDARD AS 1.000 0653191 PEDESTRIAN SIGNAL, F&I, LED - COUNT DOWN, 1 DIRECTION AS 2.000 0659101 SIGNAL HEAD AUXILIARIES, F&I, BACK PLATES 3 SECT EA 14.000 0659107 SIGNAL HEAD AUXILIARIES, F&I, ALUMINUM PEDESTAL EA 2.000 0659118 SIGNAL HEAD AUXILIARIES, F&I, BACK PLATES, 5 SECT EA 1.000 CLUSTER 0660 1101 LOOP DETECTOR INDUCTIVE, F&I, TYPE 1 EA 8.000 0660 1102 LOOP DETECTOR INDUCTIVE, F&I, TYPE 2 EA 6.000 0660 2102 LOOP ASSEMBLY, F&I, TYPE B AS 6.000 0660 2106 LOOP ASSEMBLY, F&I, TYPE F AS 10.000 0663 74 12 VEHICLE DETECTOR ASSEMBLIES, F&I, INFRARED EA 2.000 0665 13 PEDESTRIAN DETECTOR, F&I, DETECTOR WITH SIGN ONLY EA 2.000 0670 5111 TRAFFIC CONTROLLER ASSEMBLY, F&I, NEMA, 1 PREEMPTION AS 2.000 0685106 SYSTEM AUXILIARIES, F&I, UNINTERRUPTIBLE POWER SOURCE EA 2.000 CALL ORDER : 017 PROPOSAL ID : T7191 CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 0685127 SYSTEM AUXILIARIES, FURNISH & INSTALL TELEPHONE EA 2.000 CONNECTION BOX 0690 10 SIGNAL HEAD TRAFFIC ASSEMBLY REMOVAL EA 4.000 0690 32 2 POLE REMOVAL, SHALLOW, BOLT ON ATTACHMENT EA 1.000 0690 50 CONTROLLER ASSEMBLY, REMOVE, COMPLETE ASSEMBLY EA 1.000 0690 90 CONDUIT & CABLING REMOVE PI 2.000 0690100 SIGNAL EQUIPMENT MISCELLANOUS REMOVE PI 2.000 0699 1 1 INTERNAL ILLUM SIGN, FURNISH & INSTALL, STREET NAME EA 8.000 0700 48 18 SIGN PANELS, F & I, 15 OR < EA 2.000 0700 48 48 SIGN PANELS RELOCATE, 15 OR < EA 1.000 <<<<<<<<<<<< SECTION 0006 LANDSCAPE / PERIPHERAL >>>>>>>>>>>> 0580 1 1 LANDSCAPE COMPLETE- SMALL PLANTS (25699425201) LS 1.000 0580 1 2 LANDSCAPE COMPLETE- LARGE PLANTS (25699425201) LS 1.000 <<<<<<<<<<<< SECTION 0007 INTELLIGENT TRANSPORTATION SYSTEM >>>>>>>>>>>> 0555 1 2 DIRECTIONAL BORE, 6" TO < 12" LF 148.000 0780 1 13 ITS ELECTRICAL POWER, F&I, SERVICE DISCONNECT EA 1.000 0780 1 41 ITS ELECTRICAL POWER, RELOCATE,SERVICE AS 1.000 0780 1 42 ITS ELECTRICAL POWER, RELOCATE, SERVICE WIRE LF 138.000 0783 1421 ITS FIBER OPTIC CABLE,RELOCATE,UNDERGROUND,2-12 FIBERS LF 101.000 0783 2 31 ITS FIBER OPTIC CONNECTION, INSTALL, SPLICE EA 12.000 0783 4 12 ITS CONDUIT, F& I, UNDERGROUND LF 5,722.000 0783 4111 ITS CONDUIT, F& I, ABOVEGROUND LF 35.000 0783 4112 ITS CONDUIT, F& I, UNDERGROUND LF 40.000 0783 4160 ITS CONDUIT, REMOVE&DISPOSE LF 97.000 0783 5 1 ITS PULL BOX FOR FIBER OPTIC CABLE, FURNISH AND INSTALL EA 6.000 0783 5 5 ITS PULL BOX FOR FIBER OPTIC CABLE, ADJUST AND MODIFY EA 2.000 0783 6 1 ITS SPLICE BOX FOR FIBER OPTIC CABLE, F & I EA 2.000 0783 7 1 ITS PULL & JUNCTION BOX, FURNISH AND INSTALL EA 1.000 0783 8 4 ITS MULTI-CONDUCTOR COMMUNICATION CABLE, RELOCATE LF 30.000 0785 2400 ITS FIELD CABINET, RELOCATE EA 1.000 0786 1 41 ITS VEHICLE DETECTION SYSTEM, RELOCATE, MICROWAVE EA 1.000