Tabulation of Bids for Project NH 2014(419)

Last Update: Tuesday, February 4, 2014
Text version of this page
County: TOM GREEN Let Date: 02/04/14
Type: ACP OVERLAY Seq No: 3028
Time: 34 WORKING DAYS Project ID: NH 2014(419)
Highway: US 87 Contract #: 02143028
Length: 6.890 CCSJ: 0070-02-087
Limits:  
From: SL 306 Check: $56,000.00
To: SL 570 NORTH OF WALL Misc Cost: $7,400.00
Estimate $2,857,310.12 % Over/Under Company
Bidder 1 $3,049,591.49 +6.73% REECE ALBERT, INC.
Bidder 2 $3,733,548.95 +30.67% PRICE CONSTRUCTION, LTD.
Item Code Description Unit Quantity Unit Est. Bidder Unit Bid
1342004 BACKFILL (TY A OR B) STA 558.000 115.00 1
2
176.230
111.410
2512235 REWORK BS MTL (TY C) (2" - 5") (ORD) (CO SY 1685.000 3.00 1
2
4.460
12.360
2512278 REWORK BS MTL (TY C) (5") (ORD COMP) SY 2687.000 3.75 1
2
4.150
13.520
3102021 PRIME COAT (MC - 30, AE - P OR SS - 1) GAL 1479.000 4.50 1
2
6.070
7.330
3152005 FOG SEAL (SS - 1 OR CSS - 1) GAL 284.000 5.00 1
2
12.350
7.830
3162020016 ASPH (AC - 5 OR AC - 10) GAL 2589.000 7.00 1
2
6.510
5.000
3162709016 AGGR (GR 4) CY 68.000 140.00 1
2
253.640
416.950
3542016 PLAN & TEXT CONC PAV (0" TO 1 - 1 / 2") SY 2722.000 2.00 1
2
3.440
3.460
3542041 PLANE ASPH CONC PAV (1.5") SY 3132.000 2.00 1
2
4.760
3.520
3542088 PLANE ASPH CONC PAV (0" TO 5") SY 5067.000 4.00 1
2
3.910
5.630
3542112 PLANE ASPH CONC PAV (4" TO 5") SY 2368.000 4.00 1
2
4.270
5.870
3562021 PAV JT UNDERSEAL (24") LF 460.000 26.50 1
2
29.190
35.580
4322039 RIPRAP (MOW STRIP) (4 IN) CY 90.000 575.00 1
2
408.200
497.580
4382002009 CLEAN AND SEAL EXIST JOINTS LF 460.000 20.00 1
2
20.970
25.560
5002001011 MOBILIZATION LS 1.000 182500.00 1
2
89086.260
366000.000
5022001033 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 2.000 3500.00 1
2
4325.950
8300.000
5332006014 SHOULDER TEXTURING (MILLED) (ASPHALT) LF 83318.000 0.35 1
2
0.090
0.220
5402002031 MTL W - BEAM GD FEN (STEEL POST) LF 1175.000 18.50 1
2
17.860
21.770
5402011031 MTL BEAM GD FEN TRANS (THRIE - BEAM) EA 8.000 1500.00 1
2
1785.890
2176.890
5402044031 DOWNSTREAM ANCHOR TERMINAL (DAT) SECTION EA 10.000 1000.00 1
2
995.000
1212.840
5402046031 MTL BM GD FEN TRANS (NON - SYM) EA 8.000 825.00 1
2
612.310
746.360
5422001 REMOVING METAL BEAM GUARD FENCE LF 2005.000 1.75 1
2
4.080
4.980
5442013001 GDRAIL END TRT (INSTALL) (HBA POST) EA 10.000 2250.00 1
2
2296.140
2798.860
6582260 INSTL DEL ASSM (D - SW) SZ (TYC) GF1 EA 34.000 12.75 1
2
15.310
18.660
6582279 INSTL DEL ASSM (D - SY) SZ (TYC) GF1 EA 55.000 13.50 1
2
15.310
18.660
6622113 WK ZN PAV MRK SHT TERM (TAB) TY W EA 3465.000 1.00 1
2
3.370
1.780
6622115 WK ZN PAV MRK SHT TERM (TAB) TY Y - 2 EA 76.000 1.50 1
2
5.670
1.780
6662035 REFL PAV MRK TY I (W) 8" (SLD) (090MIL) LF 5184.000 0.90 1
2
0.620
0.760
6662047 REFL PAV MRK TY I (W) 24" (SLD) (090MIL) LF 160.000 8.57 1
2
2.040
2.490
6662131 REFL PAV MRK TY I (Y) 24" (SLD) (090MIL) LF 840.000 7.50 1
2
2.040
2.490
6682021 PREFAB PAV MRK TY A (W) (ARROW) EA 25.000 200.00 1
2
171.960
209.600
6682031 PREFAB PAV MRK TY A (W) (WORD) EA 18.000 250.00 1
2
273.500
333.380
6682033 PREFAB PAV MRK TY A (W) (36") (YLD TRI) EA 198.000 35.00 1
2
19.080
23.260
6722015034 REFL PAV MRKR TY II - A - A EA 108.000 4.75 1
2
3.060
3.730
6722017034 REFL PAV MRKR TY II - C - R EA 820.000 3.50 1
2
3.060
3.730
32132004 SPOT DIAMOND GRINDING ASPH PVMT SY 2533.000 10.00 1
2
7.610
28.770
32702011 SUPERPAVE MIXTURES SP - B PG64 - 22 TON 605.000 110.00 1
2
166.660
141.920
32702120 SUPERPAVE MIXTURES SP - D SAC - B PG70 - TON 19502.000 110.00 1
2
122.700
137.700
82512002005 RE PM W / RET REQ TY I (W) 4" (BRK) (090 LF 11520.000 0.45 1
2
0.320
0.390
82512005005 RE PM W / RET REQ TY I (W) 4" (SLD) (090 LF 52884.000 0.50 1
2
0.320
0.390
82512017005 RE PM W / RET REQ TY I (Y) 4" (SLD) (090 LF 54129.000 0.50 1
2
0.320
0.390