BID SOLICITATIONENOTICENANDFAPPROXIMATETQUANTITIES (NOT FOR BIDDING PURPOSES) LETTING ID: CT070829 CALL ORDER: 002 PROPOSAL ID: T3158B DISTRICT: 03 COUNTIES : BAY , , , ROAD NAME : SR 75 (US 231) LIMITS : FROM A PT N OF SR 20 TO JACKSON CO LINE FINPROJ NO(S): 41343415201B(*) FEDERAL AID NO: N/A WORK MIX: RESURFACING TOTAL ROADWAY LENGTH: 9.481 MILES CONTRACT DAYS: 170 TOTAL BRIDGE LENGTH: 0.086 MILES LETTING DATE : 08/29/07 TOTAL PROPOSAL LENGTH: 9.567 MILES SPECIAL START DATE: N/A ACQUIS./FLEXIBLE START TIME : 15 DAYS PROPOSAL BUDGET ESTIMATE: $ 17,676,398.00 PROPOSAL PACKAGE FEE(PLANS + PROPOSAL): $0.00 PLANS ONLY FEE: $0.00 SPECS ONLY FEE: $0.00 DESCRIPTION: Scope Alternate This project goes with T3158A. The prime contractor is required to bid on both projects. Electronic Bidding is required for this project. NOTE: THERE WILL BE A MANDATORY PRE-BID CONFERENCE FOR THIS PROJECT AT 10:00 AM ON THURSDAY, JULY 19, 2007 AT THE FLORIDA DEPARTMENT OF TRANSPORTATION, DISTRICT 3, PANAMA CITY OPERATIONS CONFERENCE ROOM, 3633 HWY 390, PANAMA CITY, FL 32405. IF YOU HAVE ANY QUESTIONS CONCERNING THIS MATTER, PLEASE CONTACT CAROLYN RILEY AT (850) 415-9612. THIS PRE-BID CONFERENCE IS MANDATORY BECAUSE OF THE COMPLEXITY OF THE PROJECT. ONLY PLANS AND SPECIFICATIONS WILL BE AVAILABLE PRIOR TO THE PRE-BID CONFERENCE. THE PROSPECTIVE BIDDER SHALL BE PREQUALIFIED ACCORDING TO THE REQUIREMENTS OF FDOT RULE CHAPTER 14-22 AND SECTION 2-1 OF THE 2007 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. PROPOSALS (BIDDING DOCUMENTS) WILL BE ISSUED ONLY TO THE PROSPECTIVE BIDDERS WHO HAVE ATTENDED THE PRE-BID CONFERENCE AND MET THE FLORIDA DEPARTMENT OF TRANSPORTATION QUALIFICATIONS FOR THIS PROJECT. IT IS SUGGESTED THAT PROSPECTIVE BIDDERS REQUEST PROPOSALS (BIDDING DOCUMENTS) PRIOR TO THE PRE-BID CONFERENCE TO ALLOW FOR PROCESSING. For the purpose of award, after opening and reading the proposals, the Department will consider as the bid the correct summation of each unit bid price multiplied by estimated quantities shown in the proposal. On this basis, the Department will compare the amounts of each bid and make the results of such comparison available to the public. Until the actual award of the Contract, however, the Department reserves the right to reject any or all proposals and to waive technical errors that the Department may deem best for the interest of the State. The Department reserves the right to delete the bid portion of the utility relocation work from the Contract. When the Department deletes utility relocation work from the Contract, the Department will recalculate the Contract bid tabulations based on the remaining project quantities. In the event that the Department deletes utility relocation work from the Contract, the utility owner will relocate such utilities in accordance with the utility Relocation Schedule attached to the Specifications Package. For this Contract, the Department has established alternate scopes of work, shown as the list of bid items under each of the Scope Alternates listed in the Contract Plans. These alternates have been established in consideration of possible budget constraints. The Department has assigned Contract award priority for the Scope Alternates as follows: First Priority -- Alternate A Second Priority -- Alternate B. The Department intends to award the Contract to the responsible bidder with the lowest bid for the highest priority Scope Alternate for which the Department determines funds are available. Submit bid unit prices for all bid items. Bids submitted without bid unit prices for all bid items will be rejected as irregular. Contract time may vary for each Alternate. The Contract time for each Alternate will be shown in the Bid Documents. The improvements under this contract consist of Alternate A for milling, resurfacing, drainage improvements and any incidental items shown in the plans. Alternate B is to eliminate certain items of work, detailed in the plans. ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- <<<<<<<<<<<< SECTION 0001 ROADWAY >>>>>>>>>>>> 0101 1 MOBILIZATION LS 1.000 0102 1 MAINTENANCE OF TRAFFIC LS 1.000 0102 3 COMMERCIAL MATERIAL FOR DRIVEWAY MAINTENANCE CY 2,387.000 0102 60 WORK ZONE SIGNS ED 19,360.000 0102 71 11 BARRIER WALL, TEMPORARY, F&I, CONCRETE LF 578.000 0102 74 1 BARRICADE, TEMPORARY, TYPES I, II, DI, VP & DRUM ED 64,272.000 0102 76 ADVANCE WARNING ARROW PANEL ED 748.000 0102 77 HIGH INTENSITY FLASHING LIGHTS, TEMP, TYPE B ED 13,464.000 0102 78 REFLECTIVE PAVEMENT MARKER,TEMPORARY EA 22,830.000 0102 79 LIGHTS,BARRIER WALL MOUNT,TEMP,TYPE C,STEADY BURN ED 26.000 0102 89 7 CRASH CUSHION/IMPACT ATTENUATOR, TEMPORARY, LO 1.000 0102 99 CHANGEABLE-VARIABLE MESSAGE SIGN, TEMPORARY ED 106.000 0102107 TEMPORARY TRAFFIC DETECTION, INTERSECT DA 2.000 CALL ORDER : 002 PROPOSAL ID : T3158B CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 0102150 1 PORTABLE REGULATORY, SIGN ED 44.000 0104 10 2 SYNTHETIC BALES LF 6,900.000 0104 11 FLOATING TURBIDITY BARRIER LF 458.000 0104 13 1 STAKED SILT FENCE, TYPE III LF 11,825.000 0104 16 ROCK BAGS EA 40.000 0110 1 1 CLEARING & GRUBBING LS 1.000 0110 4 REMOVAL OF EXISTING CONCRETE PAVEMENT SY 1,225.000 0110 7 1 MAILBOX, F&I, SINGLE EA 42.000 0110 86 DELIVERY OF SALVAGEABLE MATERIAL TO FDOT LS 1.000 0120 1 REGULAR EXCAVATION CY 268.000 0120 2 2 BORROW EXCAVATION,TRUCK MEASURE CY 24,933.000 0160 4 STABILIZATION TYPE B SY 1,206.000 0162 1 11 PREPARED SOIL LAYER- FINISH SOIL LAYER, 6" SY 292,677.000 0285701 OPTIONAL BASE, BASE GROUP 01 SY 173.000 0285706 OPTIONAL BASE, BASE GROUP 06 SY 786.000 0327 70 5 MILLING EXIST ASPH PAVT, 2" AVG DEPTH SY 325,956.000 0327 70 16 MILLING EXIST ASPH PAVT, 1/2" AVG DEPTH SY 34,464.000 0334 1 23 SUPERPAVE ASPH CONC, TRAF C, PG76-22 TN 55,772.500 0337 7 22 ASPH CONC FRICTION COURSE, INC BIT, FC-5, PG76-22 TN 14,223.600 0339 1 MISCELLANEOUS ASPHALT PAVEMENT TN 400.900 0400 1 2 CONCRETE CLASS I, ENDWALLS CY 11.800 0425 1441 INLETS, CURB, TYPE J-4, <10' EA 2.000 0425 1521 INLETS, DT BOT, TYPE C,<10' EA 1.000 0425 1725 INLETS, GUTTER, TYPE S MOD, PARTIAL EA 11.000 0425 3 61 JUNCTION BOXES, J-7, <10' EA 2.000 0425 82 GRATE REPLACEMENT EA 22.000 0430172101 PIPE CULVERT OPTIONAL MATERIAL, ROUND - SHAPE, 0-24", LF 32.000 0430172102 PIPE CULVERT OPTIONAL MATERIAL, ROUND - SHAPE, 25-36" LF 64.000 0430174101 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 0-24"SD LF 32.000 0430200 23 FLARED END SECTION, CONCRETE, 15" EA 6.000 0430984123 MITERED END SECTION, OPTIONAL ROUND, 15" SD EA 3.000 0430984125 MITERED END SECTION, OPTIONAL ROUND, 18" SD EA 11.000 0430984129 MITERED END SECTION, OPTIONAL ROUND, 24" SD EA 50.000 0430984133 MITERED END SECTION , OPTIONAL ROUND, 30" SD EA 1.000 0520 1 10 CONCRETE CURB & GUTTER, TYPE F LF 81.000 0520 6 SHOULDER GUTTER- CONCRETE LF 2,961.000 0522 1 SIDEWALK CONCRETE, 4" THICK SY 36.000 0524 1 1 CONCRETE DITCH PAVT, NON REINFORCED, 3" SY 252.000 0536 1 1 GUARDRAIL -ROADWAY LF 7,664.750 0536 8 GUARDRAIL- BRIDGE ANCHORAGE ASSEMBLY EA 14.000 0536 73 GUARDRAIL REMOVAL LF 6,842.000 0536 85 22 GUARDRAIL END ANCHORAGE ASSEMBLY- FLARED EA 9.000 0536 85 25 GUARDRAIL END ANCHORAGE ASSEMBLY- TYPE II EA 11.000 0544 75 14 CRASH CUSHION - VEHICULAR IMPACT ATTENUATOR, EA 6.000 0570 1 1 PERFORMANCE TURF SY 241,474.000 0570 1 2 PERFORMANCE TURF, SOD SY 51,203.000 0710 11111 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" NM 100.000 0710 11123 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 12 LF 4,480.000 0710 11124 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 18 LF 165.000 0710 11125 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 24 LF 2,705.000 0710 11131 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SKIP, 6" GM 110.000 0710 11160 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, MESSAGE EA 10.000 0710 11170 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, ARROWS EA 520.000 0710 11211 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6 NM 85.000 0710 11224 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 1 LF 325.000 0710 11231 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SKIP, 6" GM 21.000 0710 90 PAINTED PAVEMENT MARKINGS, FINAL SURFACE 41343415201 LS 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 0999 25 INITIAL CONTINGENCY AMOUNT, DO NOT BID 41343415201 LS 1.000 <<<<<<<<<<<< SECTION 0002 Signing >>>>>>>>>>>> 0700 20 11 SINGLE POST SIGN, F&I, LESS THAN 12 SF AS 65.000 0700 20 12 SINGLE POST SIGN, F&I, 12-20 SF AS 108.000 0700 20 40 SINGLE POST SIGN, RELOCATE AS 2.000 0700 20 60 SINGLE POST SIGN, REMOVE AS 267.000 0700 21 11 MULTI- POST SIGN, F&I, 50 SF OR LESS AS 2.000 CALL ORDER : 002 PROPOSAL ID : T3158B CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 0700 21 60 MULTI- POST SIGN, REMOVE AS 2.000 0700 48 48 SIGN PANELS RELOCATE, 15 OR < EA 52.000 0700 48 52 SIGN PANELS, REPLACE, 101 - 200 EA 1.000 0705 2 DELINEATOR DOUBLE UNIT EA 20.000 0705 10 11 OBJECT MARKER - POST MOUNT, TYPE 1 EA 1.000 0705 10 12 OBJECT MARKER, POST MOUNTED, TYPE 2 EA 65.000 0705 71 DELINEATOR- TUBULAR, FLEXIBLE EA 54.000 <<<<<<<<<<<< SECTION 0003 Signalization >>>>>>>>>>>> 0660 2101 LOOP ASSEMBLY- F&I, TYPE A AS 1.000 0660 2102 LOOP ASSEMBLY, F&I, TYPE B AS 1.000 0660 2106 LOOP ASSEMBLY, F&I, TYPE F AS 4.000