BID SOLICITATIONENOTICENANDFAPPROXIMATETQUANTITIES (NOT FOR BIDDING PURPOSES) LETTING ID: CT090729 CALL ORDER: 028 PROPOSAL ID: T7202 DISTRICT: 07 COUNTIES : PASCO , HILLSBOROUGH, , ROAD NAME : SR 93 (I-75) LIMITS : FROM A PT S OF I-75/I-275 INTCHG TO A PT S OF SR 56 FINPROJ NO(S): 42183115201 (*) FEDERAL AID NO: 2757385I WORK MIX: INTERCHANGE RAMP (NEW) TOTAL ROADWAY LENGTH: 2.305 MILES CONTRACT DAYS: 950 TOTAL BRIDGE LENGTH: 0.030 MILES LETTING DATE : 07/29/09 TOTAL PROPOSAL LENGTH: 2.335 MILES CONTRACT EXECUTION DAYS: 20 SPECIAL START DATE: N/A ACQUIS./FLEXIBLE START TIME : 60 DAYS PROPOSAL BUDGET ESTIMATE: $ 39,700,000.00 PROPOSAL PACKAGE FEE: $5.00 DESCRIPTION: AWARD CONTINGENT ON RECEIPT OF LOCAL FUNDS AND LOCAL FUND AGREEMENT. For the purpose of bidding, the Department has established a maximum budget of $39,700.000.00. 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 Scott Collister, P.E. at fax number (813) 975-4853 by 7/9/2009. 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 construction of new northbound exit ramps, widening and resurfacing, reconstruction, roadway, structures, drainage, signing and pavement markings and lighting on SR 93. ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- <<<<<<<<<<<< SECTION 0001 STRUCTURES >>>>>>>>>>>> 0110 4 REMOVAL OF EXISTING CONCRETE PAVEMENT SY 167.000 0400 1 11 CONCRETE CLASS I, RETAINING WALLS CY 11.200 0400 2 4 CONC CLASS II, SUPERSTRUCTURE CY 668.100 0400 2 10 CONCRETE CLASS II, APPROACH SLABS CY 217.900 0400 4 5 CONCRETE CLASS IV, SUBSTRUCTURE CY 197.000 0400 4 25 CONCRETE CLASS IV, MASS, SUBSTRUCTURE CY 166.400 0400 9 BRIDGE DECK GROOVING & PLANING, DECK 8.5"&> SY 2,132.000 0400147 COMPOSITE NEOPRENE PADS CF 18.200 0415 1 4 REINFORCING STEEL - SUPERSTRUCTURE LB 205,383.000 0415 1 5 REINFORCING STEEL- SUBSTRUCTURE LB 88,779.000 0415 1 9 REINFORCING STEEL- APPROACH SLABS LB 39,113.000 0450 1 2 PRESTRESSED BEAMS, TYPE III LF 614.000 0455 18 PROTECTION OF EXISTING STRUCTURES (42183115201) LS 1.000 0455 18 PROTECTION OF EXISTING STRUCTURES (42183115201) LS 1.000 0455 34 5 PRESTRESSED CONCRETE PILING, 24" SQ LF 2,018.000 0455143 5 TEST PILES-PRESTRESSED CONCRETE,24" SQ LF 673.000 0455146 EMBEDDED DATA COLLECTOR EA 8.000 0458 1 11 BRIDGE DECK EXPANSION JOINT, NEW CONSTRUCTION, F&I LF 167.000 POURED JOINT WITH BACKER ROD 0459 71 PILES, POLYETHYLENE SHEETING SY 96.000 0460 2 2 STRUCT STEEL, LOW ALLOY (42183115201) LS 1.000 0521 5 1 CONCRETE TRAFFIC RAILING, BRIDGE 32" F - SHAPE LF 1,541.000 0524 2 2 CONCRETE SLOPE PAVEMENT,NON REINFORCED, 4" SY 217.000 0530 1 RIPRAP, SAND-CEMENT CY 31.000 0530 3 3 RIPRAP, RUBBLE, BANK AND SHORE TN 1,186.400 0530 74 BEDDING STONE TN 415.200 <<<<<<<<<<<< SECTION 0002 ROADWAY >>>>>>>>>>>> 0101 1 MOBILIZATION (42183115201) LS 1.000 0102 1 MAINTENANCE OF TRAFFIC (42183115201) LS 1.000 0102 2 1 SPECIAL DETOUR 1 (42183115201) LS 1.000 CALL ORDER : 028 PROPOSAL ID : T7202 CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 0102 2 2 SPECIAL DETOUR 2 (42183115201) LS 1.000 0102 14 TRAFFIC CONTROL OFFICER MH 2,010.000 0102 60 WORK ZONE SIGN ED 30,158.000 0102 71 14 BARRIER WALL, TEMPORARY, F&I, TYPE K LF 8,839.000 0102 71 24 BARRIER WALL, TEMPORARY, RELOCATE, TYPE K LF 37,924.600 0102 74 1 BARRICADE, TEMPORARY, TYPES I, II, DI, VP & DRUM ED 55,684.000 0102 74 2 BARRICADE, TEMPORARY, TYPE III, 6' ED 1,486.000 0102 76 ADVANCE WARNING ARROW PANEL ED 244.000 0102 77 HIGH INTENSITY FLASHING LIGHTS, TEMP, TYPE B ED 8,998.000 0102 78 REFLECTIVE PAVEMENT MARKER,TEMPORARY EA 8,687.000 0102 79 LIGHTS,BARRIER WALL MOUNT,TEMP,TYPE C,STEADY BURN ED 125,851.000 0102 89 7 TEMPORARY CRASH CUSHION, REDIRECTIVE OPTION LO 44.000 0102 99 CHANGEABLE-VARIABLE MESSAGE SIGN, TEMPORARY ED 1,904.000 0102150 1 PORTABLE REGULATORY, SIGN ED 358.000 0102150 2 RADAR SPEED DISPLAY UNIT ED 358.000 0102911 1 PAVEMENT MARKING REMOVABLE, WHITE-BLACK, SKIP LF 2,525.000 0102911 2 PAVEMENT MARKING REMOVABLE, WHITE-BLACK,SOLID LF 2,288.000 0102912 2 PAVEMENT MARKING REMOVABLE, YELLOW, SOLID LF 2,283.000 0104 1 ARTIFICIAL COVERINGS FOR EROSION CONTROL SY 240,315.000 0104 5 SANDBAGGING CY 81.000 0104 6 TEMPORARY SLOPE DRAIN LF 767.000 0104 7 SEDIMENT BASIN EA 16.000 0104 9 SEDIMENT BASIN CLEANOUT EA 16.000 0104 10 2 SYNTHETIC BALES LF 1,796.000 0104 11 FLOATING TURBIDITY BARRIER LF 464.000 0104 12 STAKED TURBIDITY BARRIER LF 83.000 0104 13 1 STAKED SILT FENCE, TYPE III LF 100,534.000 0104 15 SOIL TRACKING PREVENTION DEVICE EA 4.000 0104 16 ROCK BAG EA 1,560.000 0109 71 5 FIELD OFFICE,1500 SQ FT DA 990.000 0110 1 1 CLEARING & GRUBBING (42183115201) LS 1.000 0110 3 REMOVAL OF EXISTING STRUCTURE (42183115201) LS 1.000 0110 4 REMOVAL OF EXISTING CONCRETE PAVEMENT SY 255.000 0110 86 DELIVERY OF SALVAGEABLE MATERIAL TO FDOT LS 1.000 (42183115201) 0120 1 REGULAR EXCAVATION CY 468,525.000 0120 4 SUBSOIL EXCAVATION CY 10,917.000 0120 6 EMBANKMENT CY 436,688.000 0121 70 FLOWABLE FILL CY 61.000 0160 4 TYPE B STABILIZATION SY 114,346.000 0285706 OPTIONAL BASE, BASE GROUP 06 SY 20,915.000 0285708 OPTIONAL BASE, BASE GROUP 08 SY 11,547.000 0285711 OPTIONAL BASE, BASE GROUP 11 SY 38,536.000 0285712 OPTIONAL BASE, BASE GROUP 12 SY 12,186.000 0327 70 1 MILLING EXIST ASPH PAVT, 1" AVG DEPTH SY 8,319.000 0327 70 11 MILLING EXIST ASPH PAVT, 2 1/4" AVG DEPTH SY 22,902.000 0327 70 19 MILLING EXIST ASPH PAVT, 3/4" AVG DEPTH SY 29,514.000 0334 1 12 SUPERPAVE ASPHALTIC CONC, TRAFFIC B TN 5,093.000 0334 1 14 SUPERPAVE ASPHALTIC CONC, TRAFFIC D TN 5,601.400 0334 1 15 SUPERPAVE ASPHALTIC CONC, TRAFFIC E TN 1,310.700 0334 1 24 SUPERPAVE ASPH CONC, TRAF D, PG76-22 TN 4,192.200 0334 1 25 SUPERPAVE ASPH CONC, TRAF E, PG76-22 TN 4,043.100 0337 7 22 ASPH CONC FRICTION COURSE, INC BIT, FC-5, PG76-22 TN 3,860.200 0339 1 MISCELLANEOUS ASPHALT PAVEMENT TN 787.000 0400 1 2 CONCRETE CLASS I, ENDWALLS CY 2.240 0400 4 1 CONCRETE CLASS IV, CULVERTS CY 166.900 0415 1 1 REINF STEEL- ROADWAY LB 28,790.000 0425 1501 INLETS, DT BOT, TYPE A, <10' EA 1.000 0425 1511 INLETS, DT BOT, TYPE B, <10' EA 8.000 0425 1513 INLETS, DT BOT, TYPE B, J BOT, <10' EA 2.000 0425 1514 INLETS, DT BOT, TYPE B, J BOT, >10' EA 2.000 0425 1549 INLETS, DT BOT, TYPE D, MODIFY EA 2.000 0425 1561 INLETS, DT BOT, TYPE F, <10' EA 1.000 0425 1589 INLETS, DT BOT, TYPE H, MODIFY EA 1.000 0425 1701 INLETS, GUTTER, TYPE S, <10' EA 18.000 0425 1702 INLETS, GUTTER, TYPE S, >10' EA 1.000 0425 1703 INLETS, GUTTER, TYPE S, J BOTTOM <10' EA 4.000 CALL ORDER : 028 PROPOSAL ID : T7202 CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 0425 1861 INLETS, MEDIAN BARRIER TYPE 5, < 10' EA 1.000 0425 1891 INLETS, BARRIER WALL, <10' EA 37.000 0425 1892 INLETS, BARRIER WALL, >10' EA 4.000 0425 1893 INLETS, BARRIER WALL, J BOT, <10' EA 3.000 0425 1894 INLETS, BARRIER WALL, J BOT, >10' EA 11.000 0425 2 61 MANHOLES, P-8, <10' EA 16.000 0425 2 91 MANHOLES, J-8, <10' EA 2.000 0425 2 92 MANHOLES, J-8, >10' EA 19.000 0425 4 INLETS, ADJUST EA 1.000 0425 78 INLET CAP, PRECAST EA 3.000 0430 94 1 DESILTING PIPE, 0 - 24" LF 735.000 0430 94 2 DESILTING PIPE, 25 - 36" LF 224.000 0430 94 4 DESILTING PIPE, 49 - 60" LF 210.000 0430173101 PIPE CULVERT OPTIONAL MATERIAL, ROUND - SHAPE, 0-24", LF 550.000 GUTTER DRAIN 0430175101 PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 0-24"S/CD LF 7,953.000 0430175102 PIPE CULVERT, OPT MATERIAL, ROUND, 25-36"S/CD LF 2,716.000 0430175103 PIPE CULVERT, OPT MATERIAL, ROUND, 37-48"S/CD LF 1,236.000 0430175104 PIPE CULVERT, OPT MATERIAL, ROUND, 49-60"S/CD LF 3,129.000 0430175105 PIPE CULVERT, OPT MATERIAL, ROUND, 60" OR > S/CD LF 5,360.000 0430200 25 FLARED END SECTION, CONCRETE, 18" EA 3.000 0430200 29 FLARED END SECTION, CONCRETE, 24" EA 4.000 0430200 33 FLARED END SECTION, CONCRETE, 30" EA 3.000 0430200 38 FLARED END SECTION, CONCRETE, 36" EA 1.000 0430200 41 FLARED END SECTION, CONCRETE, 48" EA 1.000 0430200 42 FLARED END SECTION, CONCRETE, 54" EA 2.000 0430200 43 FLARED END SECTION, CONCRETE, 60" EA 1.000 0430611125 U-ENDWALL WITH BAFFLES, STD 261, 1:4 SLOPE, 18"PIPE EA 5.000 0430611325 U-ENDWALL WITH BAFFLES, STD 261, 1:2 SLOPE, 18"PIPE EA 1.000 0430950 DESILTING CONCRETE BOX CULVERT, CY 232.000 0430984147 MITERED END SECTION, OPTIONAL ROUND, 84" SD EA 1.000 0514 72 LINER IMPERMEABLE PVC SY 77,448.000 0520 6 SHOULDER GUTTER- CONCRETE LF 4,564.000 0521 1 MEDIAN CONCRETE BARRIER WALL LF 8,247.000 0521 8 1 CONCRETE TRAFFIC RAILING BARRIER, RETAINING WALL SYSTEM LF 4,615.000 MOUNTED WITH SLEEPER SLAB, 32" F SHAPE 0521 72 3 SHOULDER CONCRETE BARRIER WALL, RIGID-SHOULDER LF 2,475.000 0521 72 4 SHOULDER CONCRETE BARRIER WALL, RIGID RETAINING LF 1,226.000 0521 72 6 SHOULDER CONCRETE BARRIER WALL, PLAIN - SHOULDER LF 88.000 0521 72 11 SHOULDER CONCRETE BARRIER WALL, RIGID SHOULDER 54" LF 263.000 0524 1 29 CONCRETE DITCH PAVEMENT, 4", REINFORCED SY 316.000 0530 1 RIPRAP, SAND-CEMENT CY 118.400 0530 3 3 RIPRAP, RUBBLE, BANK AND SHORE TN 46.100 0530 3 4 RIPRAP, RUBBLE, F&I, DITCH LINING TN 43.500 0536 1 1 GUARDRAIL -ROADWAY LF 7,542.000 0536 1 11 GUARDRAIL, ROADWAY, MODIFIED THRIE BEAM LF 1,732.000 0536 1 12 GUARDRAIL, ROADWAY, MODIFIED THRIE BEAM-DOUBLE FACE LF 300.000 0536 8 GUARDRAIL- BRIDGE ANCHORAGE ASSEMBLY (FURNISH & INSTALL) EA 3.000 0536 8 6 GUARDRAIL, BRIDGE ANCHORAGE ASSEMBLY, REMOVE EA 3.000 0536 73 GUARDRAIL REMOVAL LF 3,293.000 0536 82 GUARDRAIL ANCHORAGE- CONCRETE BARRIER WALL EA 9.000 0536 85 22 GUARDRAIL END ANCHORAGE ASSEMBLY- FLARED EA 9.000 0536 85 24 GUARDRAIL END ANCHORAGE ASSEMBLY- PARALLEL EA 1.000 0536 85 25 GUARDRAIL END ANCHORAGE ASSEMBLY- TYPE II EA 14.000 0538 1 GUARDRAIL RESET LF 879.000 0544 75 40 CRASH CUSHION - VEHICULAR IMPACT ATTENUATOR, OPTIONAL EA 1.000 0546 72 51 RUMBLE STRIPS, GROUND-IN, 16" MIN. WIDTH PM 7.100 0548 12 RETAINING WALL SYSTEM, PERMANENT, EXCLUDING BARRIER SF 52,090.000 0550 10120 FENCING, TYPE A, 5.1-6.0, STANDARD LF 1,612.000 0550 10220 FENCING, TYPE B, 5.1-6.0, STANDARD LF 6,218.000 0550 60225 FENCE GATE , TYPE B, DOUBLE, 20.1-24' OPENING EA 3.000 0556 1 6 JACK AND BORE, CASING DIAMETER, 36" TO <48" LF 225.000 0556 1 7 JACK AND BORE, CASING DIAMETER 48"TO<60" LF 201.000 0556 1 8 JACK AND BORE, CASING DIAMETER 60"TO<72" LF 136.000 0556 1 9 JACK AND BORE, CASING DIAMETER 72"TO<84" LF 511.000 0556 1 11 JACK AND BORE, CASING DIAMETER 96"TO<108" LF 180.000 0570 1 2 PERFORMANCE TURF, SOD SY 307,111.000 CALL ORDER : 028 PROPOSAL ID : T7202 CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 0571 1 12 PLASTIC EROSION MAT, TRM, TYPE 2 SY 19,486.000 0710 11111 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" NM 21.392 0710 11122 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 8" LF 18,715.000 0710 11124 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 18" LF 5,918.000 0710 11131 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SKIP, 6" GM 28.772 0710 11160 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, MESSAGE EA 15.000 0710 11170 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, ARROWS EA 15.000 0710 11211 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" NM 21.920 0730 76130 STEEL CASING, OPEN TRENCH, F&I, 72" LF 440.000 0999 16 PARTNERING, DO NOT BID (42183115201) LS 1.000 0999 20 DISPUTES REVIEW BOARD, DO NOT BID DA 32.000 0999 25 INITIAL CONTINGENCY AMOUNT, DO NOT BID (42183115201) LS 1.000 <<<<<<<<<<<< SECTION 0003 SIGNING >>>>>>>>>>>> 0555 1 1 DIRECTIONAL BORE, LESS THAN 6" LF 155.000 0630 1 12 CONDUIT - SIGNALS, FURNISH & INSTALL, UNDERGROUND LF 37.000 0635 1 11 PULL & JUNCTION BOXES, F&I, PULL BOX EA 2.000 0700 20 12 SINGLE POST SIGN, F&I, 12-20 SF AS 6.000 0700 20 13 SINGLE POST SIGN, F&I, 20 + BACK TO BACK SF AS 1.000 0700 20 40 SINGLE POST SIGN, RELOCATE AS 3.000 0700 20 60 SINGLE POST SIGN, REMOVE AS 6.000 0700 21 11 MULTI- POST SIGN, F&I, 50 SF OR LESS AS 3.000 0700 21 12 MULTI- POST SIGN, F&I, 51 - 100 SF AS 1.000 0700 21 13 MULTI- POST SIGN, F&I, 101 - 150 SF AS 4.000 0700 21 40 MULTI- POST SIGN, RELOCATE AS 2.000 0700 21 60 MULTI- POST SIGN, REMOVE AS 6.000 0700 22121 OVERHEAD TRUSS SPAN SIGN, FURNISH & INSTALL, TRUSS AS 2.000 LENGTH 51-100', SIGN AREA 300 OR LESS SF 0700 23112 OVERHEAD TRUSS CANTILEVER SIGN,F&I,T 30 OR <,S 101-200 AS 2.000 0700 23122 OVERHEAD TRUSS CANTILEVER SIGN,F&I, T 31-40, S 101-200 AS 1.000 0700 23123 OVERHEAD TRUSS CANTILEVER SIGN, FURNISH & INSTALL, T AS 2.000 31-40, S 201-300 0700 23133 OVERHEAD TRUSS CANTILEVER SIGN,F&I, T 41-50, S 201-300 AS 1.000 0700 23134 OVERHEAD TRUSS CANTILEVER SIGN, FURNISH & INSTALL TRUSS AS 1.000 LENGTH 41-50, SIGN AREA >300 0700 23600 OVERHEAD TRUSS CANTILEVER SIGN, REMOVE AS 2.000 0705 11 1 DELINEATOR, FLEXIBLE TUBULAR EA 133.000 0706 3 RETRO-REFLECTIVE PAVEMENT MARKERS EA 1,864.000 0711 11111 THERMOPLASTIC, STANDARD, WHITE, SOLID, 6" NM 5.296 0711 11122 THERMOPLASTIC, STANDARD, WHITE, SOLID, 8" LF 5,813.000 0711 11124 THERMOPLASTIC, STANDARD, WHITE, SOLID, 18" LF 1,951.000 0711 11131 THERMOPLASTIC, STANDARD, WHITE, SKIP, 6" GM 7.511 0711 11151 THERMOPLASTIC, STANDARD, WHITE, DOTTED/GUIDELINE/ 6-10 LF 54.000 GAP EXTENSION, 6" 0711 11160 THERMOPLASTIC, STANDARD, WHITE, MESSAGE EA 6.000 0711 11170 THERMOPLASTIC, STANDARD, WHITE, ARROW EA 6.000 0711 11211 THERMOPLASTIC, STANDARD,YELLOW, SOLID, 6" NM 5.785 0711 14160 THERMOPLASTIC, PREFORMED, WHITE, MESSAGE EA 2.000 0713102533 PREFORMED TAPE, HIGH PERFORMANCE, WHITE/BLACK CONTRAST, GM 0.322 SKIP, 9" 0714 1600 MOTORIST AID CALL BOX, REMOVE AS 1.000 0741 70111 TMS VEHICLE SENSOR, CLASS II, F&I, TYP 1, 1/2 LN EA 4.000 0745 70 12 TMS INDUCTIVE LOOP ASSEM, F&I, 2 LOOPS / LANE AS 4.000 0746 71212 TMS CABINET,F&I, TYPE IV, BASE MNT, 2 BACKPLANE EA 1.000 <<<<<<<<<<<< SECTION 0004 LIGHTING >>>>>>>>>>>> 0455 88 6 DRILLED SHAFT, 60" DIA LF 450.000 0455122 6 EXCAVATION UNCLASSIFIED SHAFT, 60" DIA LF 450.000 0555 1 1 DIRECTIONAL BORE, LESS THAN 6" LF 910.000 0715 1 11 LIGHTING CONDUCTORS, F&I, INSULATED, NO. 10 OR < LF 1,335.000 0715 1 12 LIGHTING CONDUCTORS, F&I, INSULATED, NO.8 - 6 LF 33,460.000 0715 1 13 LIGHTING CONDUCTORS, F&I, INSULATED, NO 4 TO NO 2 LF 103,135.000 0715 1 60 LIGHTING CONDUCTORS, REMOVE & DISPOSE, CONTRACTOR OWNS LF 31,250.000 0715 2 11 LIGHTING - CONDUIT, F&I, UNDERGROUND LF 36,725.000 0715 2 13 LIGHTING CONDUIT, F&I, SURFACE MOUNT LF 250.000 0715 7 11 LOAD CENTER, F&I, SECONDARY VOLTAGE EA 1.000 0715 7 21 LOAD CENTER, REWORK, SECONDARY VOLTAGE EA 1.000 CALL ORDER : 028 PROPOSAL ID : T7202 CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 0715 11126 LUMINAIRE, F&I, UNDER DECK, PENDANT HUNG EA 4.000 0715 14 11 LIGHTING - PULL BOX, F&I, ROADSIDE-MOULDED EA 116.000 0715 14 14 LIGHTING - PULL BOX, F&I, SURFACE MOUNT EA 3.000 0715 14 51 LIGHTING - PULL BOX, REMOVE, ROADSIDE, MOULDED EA 35.000 0715 19123 HIGH MAST LIGHT POLE, F&I, WIND SPEED-130 MPH, POLE 120' EA 26.000 0715 19600 HIGH MAST LIGHT POLE, REMOVE EA 7.000 0715 20 4 LIGHTING - SCHEDULED CLEANING, HIGH MAST LU 28.000 0715 30 5 GROUP RELAMPING, LIGHTING, HIGH MAST/HPS LU 24.000