Tabulation of Bids for Project STP 2013(483)

Last Update: Wednesday, March 6, 2013
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County: MIDLAND Let Date: 03/06/13
Type: ROADWAY REHABILITATION Seq No: 3022
Time: 40 WORKING DAYS Project ID: STP 2013(483)
Highway: FM 868 Contract #: 03133022
Length: 1.316 CCSJ: 1188-01-024
Limits:  
From: WADLEY Check: $33,000.00
To: LOOP 250 Misc Cost:  
Estimate $2,110,905.00 % Over/Under Company
Bidder 1 $1,955,092.61 -7.38% JONES BROS. DIRT & PAVING CONTRACTORS, INC.
Item Code Description Unit Quantity Unit Est. Bidder Unit Bid
1052008 REMOVING STAB BASE AND ASPH PAV (6") SY 39144.000 8.00 1 6.500
2162001 PROOF ROLLING HR 10.000 100.00 1 150.000
3102002 PRIME COAT (AE - P) GAL 7792.000 4.10 1 4.380
4792001 ADJ MANHS EA 7.000 630.00 1 1045.000
4792005 ADJ MANHS (WATER VALVE BOX) EA 5.000 365.00 1 495.000
5002001011 MOBILIZATION LS 1.000 75000.00 1 175000.000
5022001033 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 3.000 4500.00 1 15000.000
6622113 WK ZN PAV MRK SHT TERM (TAB) TY W EA 1728.000 1.00 1 1.500
6622115 WK ZN PAV MRK SHT TERM (TAB) TY Y - 2 EA 2160.000 1.00 1 1.500
6662036 REFL PAV MRK TY I (W) 8" (SLD) (100MIL) LF 500.000 1.05 1 1.100
6682018 PREFAB PAV MRK TY A (W) (12") (SLD) LF 160.000 4.85 1 6.600
6682105 PREFAB PAV MRK TY C (W) (24") (SLD) LF 547.000 12.00 1 12.100
6682106 PREFAB PAV MRK TY C (W) (ARROW) EA 5.000 225.00 1 220.000
6682116 PREFAB PAV MRK TY C (W) (WORD) EA 5.000 275.00 1 242.000
6722012034 REFL PAV MRKR TY I - C EA 130.000 3.50 1 3.300
6722015034 REFL PAV MRKR TY II - A - A EA 222.000 3.50 1 3.300
6882002 VEH LP DETECT (SAWCUT) LF 790.000 15.00 1 14.850
32702032 SUPERPAVE MIXTURES SP - C SAC - B PG64 - TON 8613.000 125.00 1 105.000
32702120 SUPERPAVE MIXTURES SP - D SAC - B PG70 - TON 4307.000 130.00 1 114.000
68342001002 PORTABLE CHANGEABLE MESSAGE SIGN DAY 30.000 65.00 1 159.000
82512003005 RE PM W / RET REQ TY I (W) 4" (BRK) (100 LF 1990.000 0.40 1 0.550
82512015005 RE PM W / RET REQ TY I (Y) 4" (BRK) (100 LF 1480.000 0.40 1 0.550
82512018005 RE PM W / RET REQ TY I (Y) 4" (SLD) (100 LF 7157.000 0.40 1 0.550