BID SOLICITATIONENOTICENANDFAPPROXIMATETQUANTITIES (NOT FOR BIDDING PURPOSES) LETTING ID: CT090729 CALL ORDER: 024 PROPOSAL ID: T5301 DISTRICT: 05 COUNTIES : SUMTER , , , ROAD NAME : SR 35 (US 301) LIMITS : FROM N OF CR 204 TO MARION CO LINE FINPROJ NO(S): 41125745201 (*) FEDERAL AID NO: N/A WORK MIX: ADD LANES & RECONSTRUCT TOTAL ROADWAY LENGTH: 1.716 MILES CONTRACT DAYS: 370 TOTAL BRIDGE LENGTH: 0.000 MILES LETTING DATE : 07/29/09 TOTAL PROPOSAL LENGTH: 1.716 MILES CONTRACT EXECUTION DAYS: 20 SPECIAL START DATE: N/A ACQUIS./FLEXIBLE START TIME : 15 DAYS PROPOSAL BUDGET ESTIMATE: $ 6,411,838.00 PROPOSAL PACKAGE FEE: $5.00 DESCRIPTION: The improvements under this contract consist of reconstruct roadway from 2 to 4 lanes, new storm water management ponds and signing and pavement markings on SR 35. ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- <<<<<<<<<<<< SECTION 0001 ROADWAY >>>>>>>>>>>> 0101 1 MOBILIZATION (41125745201) LS 1.000 0102 1 MAINTENANCE OF TRAFFIC (41125745201) LS 1.000 0102 60 WORK ZONE SIGN ED 8,840.000 0102 61 BUSINESS SIGN EA 6.000 0102 71 11 BARRIER WALL, TEMPORARY, F&I, CONCRETE LF 6,394.000 0102 71 21 BARRIER WALL, TEMPORARY, RELOCATE, CONCRETE LF 1,125.000 0102 74 1 BARRICADE, TEMPORARY, TYPES I, II, DI, VP & DRUM ED 92,060.000 0102 77 HIGH INTENSITY FLASHING LIGHTS, TEMP, TYPE B ED 1,480.000 0102 78 REFLECTIVE PAVEMENT MARKER,TEMPORARY EA 197.000 0102 79 LIGHTS,BARRIER WALL MOUNT,TEMP,TYPE C,STEADY BURN ED 6,036.000 0102 89 7 TEMPORARY CRASH CUSHION, REDIRECTIVE OPTION LO 18.000 0102 99 CHANGEABLE-VARIABLE MESSAGE SIGN, TEMPORARY ED 370.000 0104 10 2 SYNTHETIC BALES LF 3,648.000 0104 13 1 STAKED SILT FENCE, TYPE III LF 21,706.000 0110 1 1 CLEARING & GRUBBING (41125745201) LS 1.000 0110 7 1 MAILBOX, F&I SINGLE EA 2.000 0120 1 REGULAR EXCAVATION CY 103,404.000 0120 4 SUBSOIL EXCAVATION CY 24,137.000 0120 6 EMBANKMENT CY 91,127.000 0160 4 TYPE B STABILIZATION SY 92,127.000 0285705 OPTIONAL BASE, BASE GROUP 05 SY 14,878.000 0285706 OPTIONAL BASE, BASE GROUP 06 SY 2,213.000 0285712 OPTIONAL BASE, BASE GROUP 12 SY 57,999.000 0286 1 TURNOUT CONSTRUCTION SY 1,998.000 0327 70 6 MILLING EXIST ASPH PAVT, 1 1/2" AVG DEPTH SY 1,777.000 0334 1 13 SUPERPAVE ASPHALTIC CONC, TRAFFIC C TN 14,177.200 0337 7 5 ASPHALT CONCRETE FRICTION COURSE- INC BIT/RUBBER, FC-5 TN 2,877.100 0337 7 33 ASPHALT CONCRETE FRICTION COURSE,TRAFFIC C, FC-12.5, TN 142.200 RUBBER 0339 1 MISCELLANEOUS ASPHALT PAVEMENT TN 25.600 0400 1 2 CONCRETE CLASS I, ENDWALLS CY 2.300 0400 2 11 CONCRETE CLASS II, RETAINING WALLS CY 40.000 0415 1 3 REINFORCING STEEL- RETAINING WALL LB 4,600.000 0425 1551 INLETS, DT BOT, TYPE E, <10' EA 20.000 0425 1553 INLETS, DT BOT, TYPE E, J BOT, <10' EA 11.000 0425 1554 INLETS, DT BOT, TYPE E, J BOT, >10' EA 1.000 0425 1711 INLETS, GUTTER, TYPE V, <10' EA 3.000 0425 1713 INLETS, GUTTER, TYPE V, J BOT, <10' EA 3.000 0425 2 71 MANHOLES, J-7, <10' EA 2.000 0430174101 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 0-24"SD LF 819.000 0430175101 PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 0-24"S/CD LF 4,037.000 0430175102 PIPE CULVERT, OPT MATERIAL, ROUND, 25-36"S/CD LF 2,226.000 0430982125 MITERED END SECTION, OPTIONAL ROUND, 18" CD EA 6.000 0430982129 MITERED END SECTION, OPTIONAL ROUND, 24" CD EA 7.000 0430982133 MITERED END SECTION, OPTIONAL ROUND, 30" CD EA 1.000 0430982138 MITERED END SECTION, OPTIONAL ROUND, 36" CD EA 3.000 CALL ORDER : 024 PROPOSAL ID : T5301 CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 0430984125 MITERED END SECTION, OPTIONAL ROUND, 18" SD EA 28.000 0515 2301 PEDESTRIAN, BICYCLE RAILING, ALUMINUM ONLY,42" PICKET LF 200.000 RAIL 0520 1 7 CONCRETE CURB & GUTTER, TYPE E LF 1,620.000 0520 5 11 TRAFFIC SEPARATOR CONCRETE-TYPE I, 4' WIDE LF 127.000 0520 70 CONCRETE TRAFFIC SEPARATOR, SPECIAL- VARIABLE WIDTH SY 340.000 0524 1 1 CONCRETE DITCH PAVT, NON REINFORCED, 3" SY 1,947.000 0536 1 1 GUARDRAIL -ROADWAY LF 568.000 0536 2 GUARDRAIL- SHOP-BENT PANELS LF 38.000 0536 85 22 GUARDRAIL END ANCHORAGE ASSEMBLY- FLARED EA 2.000 0536 85 25 GUARDRAIL END ANCHORAGE ASSEMBLY- TYPE II EA 1.000 0536 85 26 GUARDRAIL END ANCHORAGE ASSEMBLY- TYPE CRT EA 1.000 0550 10220 FENCING, TYPE B, 5.1-6.0, STANDARD LF 1,888.000 0550 60235 FENCE GATE, TYPE B, SLIDING/CANTILEVER, 20.1-24' OPENING EA 1.000 0570 1 2 PERFORMANCE TURF, SOD SY 173,968.000 0710 11111 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" NM 5.157 0710 11125 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 24" LF 140.000 0710 11170 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, ARROWS EA 12.000 0710 11211 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" NM 7.188 0999 25 INITIAL CONTINGENCY AMOUNT, DO NOT BID (41125745201) LS 1.000 <<<<<<<<<<<< SECTION 0002 SIGNING >>>>>>>>>>>> 0700 20 11 SINGLE POST SIGN, F&I, LESS THAN 12 SF AS 40.000 0700 20 12 SINGLE POST SIGN, F&I, 12-20 SF AS 13.000 0700 20 60 SINGLE POST SIGN, REMOVE AS 22.000 0705 11 1 DELINEATOR, FLEXIBLE TUBULAR EA 18.000 0710 90 PAINTED PAVEMENT MARKINGS, FINAL SURFACE LS 1.000