BID SOLICITATIONENOTICENANDFAPPROXIMATETQUANTITIES (NOT FOR BIDDING PURPOSES) LETTING ID: CT080305 CALL ORDER: 003 PROPOSAL ID: T3164 DISTRICT: 03 COUNTIES : GADSDEN , , , ROAD NAME : SR 8 (I-10) LIMITS : FROM A PT W OF SR 267 TO A PT W OF SR 10 (US 90) FINPROJ NO(S): 41525715201 (*) FEDERAL AID NO: 0103183I WORK MIX: RESURFACING TOTAL ROADWAY LENGTH: 10.905 MILES CONTRACT DAYS: 370 TOTAL BRIDGE LENGTH: 0.199 MILES LETTING DATE : 03/05/08 TOTAL PROPOSAL LENGTH: 11.104 MILES CONTRACT EXECUTION DAYS: 20 SPECIAL START DATE: N/A ACQUIS./FLEXIBLE START TIME : 15 DAYS FUEL ADJUSTMENT: PRODUCER PRICE INDEX PROPOSAL BUDGET ESTIMATE: $ 25,000,000.00 PROPOSAL PACKAGE FEE: $5.00 DESCRIPTION: Electronic Bidding is required for this project. The Department will provide a payment adjustment to the Contractor’s monthly earnings based on the Producer Price Index (PPI) published by the Bureau of Labor Statistics for Highway and Street Construction. The PPI published by the Bureau of Labor Statistics is preliminary and subject to revision four months after the original publication. The Department will make payment for the PPI adjustment in the month following the earnings based on the preliminary factor, and adjusted based on the revised PPI, if any. Upon final acceptance and the offer of final payment, no further payment adjustments will be made based on revised indexes. For the purpose of bidding, the Department has established a maximum budget of $25,000,000.00. 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 Steve J. Benak by 2/5/2008. 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 milling and resurfacing, drainage improvements, guardrail removal and installation, edgedrain removal and installation, right of way fence removal and installation, relocation of motorist aid call boxes and signing and pavement markings on SR 8 (I-10). ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- <<<<<<<<<<<< SECTION 0001 ROADWAY >>>>>>>>>>>> 0101 1 MOBILIZATION (41525715201) LS 1.000 0102 1 MAINTENANCE OF TRAFFIC (41525715201) LS 1.000 0102 60 WORK ZONE SIGNS ED 13,629.000 0102 74 1 BARRICADE, TEMPORARY, TYPES I, II, DI, VP & DRUM ED 94,545.000 0102 76 ADVANCE WARNING ARROW PANEL ED 880.000 0102 77 HIGH INTENSITY FLASHING LIGHTS, TEMP, TYPE B ED 3,256.000 0102 78 REFLECTIVE PAVEMENT MARKER,TEMPORARY EA 6,212.000 0102 99 CHANGEABLE-VARIABLE MESSAGE SIGN, TEMPORARY ED 880.000 0102150 1 PORTABLE REGULATORY, SIGN ED 1,628.000 0102150 2 RADAR SPEED DISPLAY UNIT ED 1,628.000 0104 10 2 SYNTHETIC BALES LF 1,632.000 0104 13 1 STAKED SILT FENCE, TYPE III LF 113,661.000 0104 15 SOIL TRACKING PREVENTION DEVICE EA 2.000 0110 1 1 CLEARING & GRUBBING (41525715201) LS 1.000 0110 4 REMOVAL OF EXISTING CONCRETE PAVEMENT SY 9,098.000 0120 2 2 BORROW EXCAVATION,TRUCK MEASURE CY 26,860.000 0120 71 REGULAR EXCAVATION, 3-R PROJECTS ONLY (41525715201) LS 1.000 0162 1 11 PREPARED SOIL LAYER- FINISH SOIL LAYER, 6" SY 259,506.000 0175 1 RESEAT CONCRETE PAVEMENT SY 3,303.000 0327 70 4 MILLING EXIST ASPH PAVT, 3" AVG DEPTH SY 318,762.000 0327 70 8 MILLING EXIST ASPH PAVT, 2 1/2" AVG DEPTH SY 53,259.000 0334 1 22 SUPERPAVE ASPH CONC, TRAF B, PG76-22 TN 31,693.100 0334 1 24 SUPERPAVE ASPH CONC, TRAF D, PG76-22 TN 82,976.500 0337 7 22 ASPH CONC FRICTION COURSE, INC BIT, FC-5, PG76-22 TN 13,763.100 0339 1 MISCELLANEOUS ASPHALT PAVEMENT TN 711.900 0341 70 ASPHALT RUBBER MEMBRANE INTERLAYER SY 3,303.000 CALL ORDER : 003 PROPOSAL ID : T3164 CONTINUED ----------------------------------------------------------------------------------------------- FA/NFA ALT ITEM NO. D E S C R I P T I O N UNITS QUANTITY ----------------------------------------------------------------------------------------------- 0425 1522 INLETS, DT BOT, TYPE C,>10' EA 1.000 0425 1525 INLETS, DITCH BOTTOM, TYPE C, PARTIAL EA 1.000 0425 1581 INLETS, DT BOT, TYPE H, <10' EA 1.000 0425 1701 INLETS, GUTTER, TYPE S, <10' EA 2.000 0425 2 62 MANHOLES, P-8, >10' EA 2.000 0425 4 INLETS, ADJUST EA 34.000 0430171101 PIPE CULVERT OPTIONAL MATERIAL, ROUND - SHAPE, 0-24", LF 445.000 STORM SEWER 0430611129 U-ENDWALL WITH BAFFLES, STD 261, 1:4 SLOPE, 24"PIPE EA 1.000 0430611325 U-ENDWALL WITH BAFFLES, STD 261, 1:2 SLOPE, 18"PIPE EA 1.000 0430611329 U-ENDWALL WITH BAFFLES, STD 261, 1:2 SLOPE, 24"PIPE EA 1.000 0430830 PIPE FILLING AND PLUGGING CY 24.000 0430982125 MITERED END SECTION, OPTIONAL ROUND, 18" CD EA 3.000 0430982138 MITERED END SECTION, OPTIONAL ROUND, 36" CD EA 1.000 0440 1 20 UNDERDRAIN, TYPE II LF 213.000 0440 73 1 UNDERDRAIN OUTLET PIPE, 4" LF 17.000 0446 1 1 EDGEDRAIN DRAINCRETE, STANDARD LF 115,021.000 0446 71 1 EDGEDRAIN OUTLET PIPE, 4" LF 10,968.000 0520 6 SHOULDER GUTTER- CONCRETE LF 12,545.000 0524 1 2 CONCRETE DITCH PAVEMENT, NON REINFORCED, 4" SY 4,288.000 0530 3 4 RIPRAP, RUBBLE, F&I, DITCH LINING TN 56.000 0536 1 1 GUARDRAIL -ROADWAY LF 16,762.000 0536 8 GUARDRAIL- BRIDGE ANCHORAGE ASSEMBLY (FURNISH & INSTALL) EA 6.000 0536 8 6 GUARDRAIL, BRIDGE ANCHORAGE ASSEMBLY, REMOVE EA 6.000 0536 73 GUARDRAIL REMOVAL LF 17,014.000 0536 85 22 GUARDRAIL END ANCHORAGE ASSEMBLY- FLARED EA 22.000 0536 85 25 GUARDRAIL END ANCHORAGE ASSEMBLY- TYPE II EA 24.000 0546 72 51 RUMBLE STRIPS, GROUND-IN, 16" MIN. WIDTH PM 43.500 0550 10959 FENCING, SPECIAL TYPE, 8.1-10.0', SPECIAL FEATURES LF 117,604.000 0570 1 1 PERFORMANCE TURF SY 188,626.000 0570 1 2 PERFORMANCE TURF, SOD SY 70,880.000 0710 11111 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" NM 46.608 0710 11112 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 8" NM 1.390 0710 11124 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 18" LF 2,148.000 0710 11125 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 24" LF 60.000 0710 11131 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SKIP, 6" GM 44.520 0710 11170 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, ARROWS EA 8.000 0710 11211 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" NM 45.676 0714 1521 MOTORIST AID CALL BOX, RELOCATE, CALL BOX ASSEMBLY, AS 24.000 CODED MESSAGE, RADIO 0999 20 DISPUTES REVIEW BOARD, DO NOT BID DA 1.000 0999 25 INITIAL CONTINGENCY AMOUNT, DO NOT BID (41525715201) LS 1.000 <<<<<<<<<<<< SECTION 0002 SIGNING >>>>>>>>>>>> 0700 21 11 MULTI- POST SIGN, F&I, 50 SF OR LESS AS 5.000 0700 21 12 MULTI- POST SIGN, F&I, 51 - 100 SF AS 4.000 0700 21 13 MULTI- POST SIGN, F&I, 101 - 150 SF AS 4.000 0700 21 14 MULTI- POST SIGN, F&I, 151 - 200 SF AS 3.000 0700 48 60 SIGN PANELS, REMOVE EA 16.000 0710 90 PAINTED PAVEMENT MARKINGS, FINAL SURFACE LS 1.000 (41525715201) <<<<<<<<<<<< SECTION 0003 SIGNALIZATION >>>>>>>>>>>> 0690100 SIGNAL EQUIPMENT MISCELLANOUS REMOVE PI 1.000 0741 70123 TMS VEHICLE SENSOR, CLASS 2, F&I, TYPE II, NON INTRUSIVE EA 4.000 0745 70 12 TMS INDUCTIVE LOOP ASSEM, F&I, 2 LOOPS / LANE AS 4.000