Tabulation of Bids for Project BR 2015(066)

Last Update: Thursday, September 11, 2014
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County: ELLIS Let Date: 09/11/14
Type: REPLACE BRIDGE AND APPROACHES Seq No: 3226
Time: 343 WORKING DAYS Project ID: BR 2015(066)
Highway: FM 66 Contract #: 09143226
Length: 0.332 CCSJ: 0596-02-038
Limits:  
From: AT OAK BRANCH Check: $31,000.00
To: . Misc Cost: $358,829.60
Estimate $1,760,288.82 % Over/Under Company
Bidder 1 $1,798,061.60 +2.15% MASSANA CONSTRUCTION INC.
Bidder 2 $1,976,000.00 +12.25% CD BUILDERS, INC.
Bidder 3 $1,999,612.85 +13.60% PIERCE CONSTRUCTION, INC.
Bidder 4 $2,412,487.45 +37.05% REBCON, INC.
Bidder 5 $2,449,772.54 +39.17% ED BELL CONSTRUCTION COMPANY
Item Code Description Unit Quantity Unit Est. Bidder Unit Bid
1002002002 PREPARING ROW STA 10.900 4521.00 1
2
3
4
5
2000.000
5195.000
2000.000
9000.000
5000.000
1042009 REMOVING CONC (RIPRAP) SY 50.000 6.26 1
2
3
4
5
14.000
13.000
10.000
15.000
33.000
1052075 REMOV STAB BASE AND ASPH PAV (10" - 18") SY 2198.000 8.33 1
2
3
4
5
7.500
7.000
9.000
11.530
8.000
1102001 EXCAVATION (ROADWAY) CY 1912.000 8.51 1
2
3
4
5
15.000
16.500
10.000
30.690
19.950
1322006 EMBANKMENT (FINAL) (DENS CONT) (TY C) CY 4827.000 10.30 1
2
3
4
5
22.000
13.500
12.000
39.570
36.750
1612002006 COMPOST MANUF TOPSOIL (BOS) (4") SY 7851.000 2.02 1
2
3
4
5
2.000
1.050
1.300
3.590
1.580
1642035002 DRILL SEEDING (PERM) (RURAL) (CLAY) SY 7851.000 0.15 1
2
3
4
5
0.350
0.500
0.700
0.230
0.530
1682001 VEGETATIVE WATERING MG 1078.500 16.17 1
2
3
4
5
13.500
10.000
35.000
24.850
30.000
2472073033 FL BS (CMP IN PLC) (TY D GR 1) (6") SY 2400.000 7.00 1
2
3
4
5
16.000
6.740
18.000
16.170
15.000
2602002003 LIME (HYDRATED LIME (SLURRY) ) TON 39.000 160.70 1
2
3
4
5
160.000
160.000
210.000
157.300
200.000
2602011003 LIME TRT (EXST MATL) (12") SY 2572.000 3.01 1
2
3
4
5
20.000
12.000
4.500
10.120
10.000
3052023 SALV, HAUL & STKPL RCL APH PV (0 TO 3") SY 1135.000 5.66 1
2
3
4
5
4.500
6.000
8.500
8.250
8.000
4022001 TRENCH EXCAVATION PROTECTION LF 10.000 5.42 1
2
3
4
5
2.000
90.000
10.000
1.000
25.000
4032001 TEMPORARY SPL SHORING SF 1289.000 37.33 1
2
3
4
5
35.000
45.000
44.000
48.030
50.000
4162001 DRILL SHAFT (18 IN) LF 100.000 60.17 1
2
3
4
5
80.000
36.500
75.000
149.200
50.000
4162004 DRILL SHAFT (36 IN) LF 931.000 199.53 1
2
3
4
5
150.000
132.500
150.000
193.460
150.000
4202041002 CL C CONC (ABUT) (HPC) CY 55.400 820.59 1
2
3
4
5
925.000
1262.000
1000.000
987.470
1500.000
4202042002 CL C CONC (BENT) (HPC) CY 83.800 737.83 1
2
3
4
5
950.000
1035.000
1200.000
1383.650
2000.000
4202256002 CL S CONC (APPR SLAB) (HPC) CY 73.800 421.90 1
2
3
4
5
425.000
420.000
500.000
728.470
500.000
4222003 REINF CONC SLAB (HPC) (CL S) SF 13440.000 16.25 1
2
3
4
5
16.500
22.000
19.000
20.000
22.000
4252064001 PRESTR CONC GIRDER (TX28) LF 1946.000 138.77 1
2
3
4
5
130.000
142.000
125.000
168.000
200.000
4322001 RIPRAP (CONC) (4 IN) CY 23.000 384.37 1
2
3
4
5
440.000
540.000
450.000
493.340
440.000
4322018 RIPRAP (STONE COMMON) (GROUT) (8 IN) CY 3.000 261.00 1
2
3
4
5
600.000
100.000
1250.000
600.000
630.000
4322021 RIPRAP (STONE PROTECTION) (18 IN) CY 584.000 90.04 1
2
3
4
5
94.000
116.750
100.000
133.190
110.000
4322039 RIPRAP (MOW STRIP) (4 IN) CY 62.000 353.11 1
2
3
4
5
450.000
261.000
450.000
633.790
420.000
4502206001 RAIL (TY T223) (HPC) LF 612.000 84.25 1
2
3
4
5
125.000
137.500
95.000
130.260
105.000
4542001003 SEALED EXPANSION JOINT (4 IN) (SEJ - A) LF 96.000 92.28 1
2
3
4
5
100.000
125.000
100.000
149.470
150.000
4642010006 RC PIPE (CL III) (42 IN) LF 104.000 123.33 1
2
3
4
5
174.000
163.000
105.000
199.760
300.000
4662145 HEADWALL (CH - PW - S) (DIA= 42 IN) EA 1.000 7371.08 1
2
3
4
5
17000.000
8328.000
12000.000
17470.440
14000.000
4672216 SET (TY II) (42 IN) (RCP) (3: 1) (C) EA 2.000 2446.66 1
2
3
4
5
5000.000
3055.000
1800.000
2830.290
7500.000
4962006 REMOV STR (HEADWALL) EA 2.000 1302.70 1
2
3
4
5
6000.000
2550.000
1200.000
1500.000
3000.000
4962007 REMOV STR (PIPE) LF 24.000 17.50 1
2
3
4
5
45.000
41.500
50.000
20.000
75.000
4962010 REMOV STR (BRIDGE 100 - 499 FT LENGTH) EA 1.000 45166.00 1
2
3
4
5
137500.000
33000.000
45000.000
75328.900
50000.000
5002001011 MOBILIZATION LS 1.000 163104.41 1
2
3
4
5
19000.000
191126.100
161000.000
110000.000
242000.000
5022001033 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 17.000 4073.91 1
2
3
4
5
650.000
900.000
2500.000
2000.000
500.000
5122048002 PORT CTB (FUR & INST) (F - SHAPE) (TY 1) LF 1740.000 22.43 1
2
3
4
5
40.000
16.000
65.000
49.320
75.000
5122050002 PORT CTB (MOVE) (F - SHAPE) (TY 1) LF 60.000 6.16 1
2
3
4
5
10.000
21.000
15.000
45.460
30.000
5122052002 PORT CTB (REMOVE) (F - SHAPE) (TY 1) LF 1740.000 9.00 1
2
3
4
5
5.000
6.000
30.000
12.140
4.000
5402001031 MTL W - BEAM GD FEN (TIM POST) LF 1263.000 17.24 1
2
3
4
5
16.000
16.000
16.500
16.500
15.800
5402011031 MTL BEAM GD FEN TRANS (THRIE - BEAM) EA 4.000 1337.36 1
2
3
4
5
1400.000
1415.000
1405.000
1402.500
1370.630
5422001 REMOVING METAL BEAM GUARD FENCE LF 1404.000 2.13 1
2
3
4
5
2.000
2.000
2.200
2.200
2.100
5442001 GUARDRAIL END TREATMENT (INSTALL) EA 2.000 2095.00 1
2
3
4
5
2000.000
2110.000
2090.000
2090.000
2042.500
5442003 GUARDRAIL END TREATMENT (REMOVE) EA 2.000 254.92 1
2
3
4
5
250.000
280.000
220.000
220.000
268.750
5452094001 CRASH CUSH ATTEN (INSTL) (S) (N) (TL2) EA 3.000 7987.00 1
2
3
4
5
4500.000
10540.000
4400.000
4400.000
1612.500
5452100001 CRASH CUSHION ATTENUATOR (MOVE & RESET) EA 1.000 2400.00 1
2
3
4
5
2600.000
1610.000
2750.000
2750.000
2150.000
5452101001 CRASH CUSHION ATTENUATOR (REMOVE) EA 3.000 800.00 1
2
3
4
5
1400.000
777.000
1375.000
1375.000
806.250
6442001 IN SM RD SN SUP & AM TY10BWG (1) SA (P) EA 2.000 593.00 1
2
3
4
5
500.000
766.000
500.000
485.000
677.250
6442006 IN SM RD SN SUP & AM TY10BWG (1) SA (U) EA 2.000 620.00 1
2
3
4
5
500.000
960.000
500.000
567.500
903.000
6582241 INSTL DEL ASSM (D - SW) SZ 1 (FLX) GF2 ( EA 14.000 34.32 1
2
3
4
5
50.000
33.000
44.000
44.000
32.250
6582259 INSTL DEL ASSM (D - SW) SZ (TYC) CTB (BI EA 6.000 23.31 1
2
3
4
5
50.000
25.000
41.800
41.800
50.000
6622054 WK ZN PAV MRK REMOV (REFL) TY II - A - A EA 150.000 3.25 1
2
3
4
5
5.500
6.000
4.400
4.400
4.300
6622067 WK ZN PAV MRK REMOV (W) 4" (SLD) LF 3791.000 0.85 1
2
3
4
5
1.500
1.100
0.950
0.940
0.910
6622079 WK ZN PAV MRK REMOV (W) 24" (SLD) LF 24.000 9.52 1
2
3
4
5
11.500
12.000
11.000
11.000
10.750
6622099 WK ZN PAV MRK REMOV (Y) 4" (SLD) LF 6000.000 0.87 1
2
3
4
5
1.250
1.100
0.950
0.940
0.910
6722015034 REFL PAV MRKR TY II - A - A EA 109.000 3.90 1
2
3
4
5
5.000
6.000
4.950
4.950
4.840
6772001 ELIM EXT PAV MRK & MRKS ( 4") LF 6330.000 0.43 1
2
3
4
5
1.000
1.000
0.700
0.680
0.670
6782001 PAV SURF PREP FOR MRK ( 4") LF 981.000 0.50 1
2
3
4
5
0.500
1.000
0.550
0.550
0.540
11222002001 ROCK FILTER DAMS (INSTALL) (TY 2) LF 105.000 23.01 1
2
3
4
5
25.000
61.000
61.000
26.400
30.640
11222009001 ROCK FILTER DAMS (REMOVE) LF 105.000 7.72 1
2
3
4
5
10.000
24.000
24.000
11.000
6.450
11222016001 CONSTRUCTION EXITS (INSTALL) (TY 1) SY 444.000 12.99 1
2
3
4
5
10.000
42.000
42.000
17.600
19.300
11222019001 CONSTRUCTION EXITS (REMOVE) SY 444.000 6.89 1
2
3
4
5
8.000
17.000
17.000
11.000
6.450
11222037001 TEMPORARY SEDIMENT CONTROL FENCE INSTLL LF 2001.000 2.16 1
2
3
4
5
1.500
4.000
4.000
1.450
1.990
11222057001 TEMPORARY SEDIMENT CONTROL FENCE REMOVE LF 2001.000 0.65 1
2
3
4
5
0.750
1.200
1.200
0.550
0.160
32672033 D - GR HMA (SQ) TY - C SAC - C PG64 - 22 TON 496.000 86.00 1
2
3
4
5
110.000
111.000
118.000
110.000
110.000
59352001 TEMPORARY PORTABLE TRAFFIC SIGNAL MO 17.000 2233.00 1
2
3
4
5
500.000
3333.000
3250.000
3600.000
735.000
80202003 REF PROF PAV MRK TY I (W) 4" (SLD) (100M LF 2400.000 0.77 1
2
3
4
5
4.000
4.300
2.750
2.750
2.690
82512015005 RE PM W / RET REQ TY I (Y) 4" (BRK) (100 LF 790.000 0.41 1
2
3
4
5
1.500
1.250
1.000
1.100
1.080
82512018005 RE PM W / RET REQ TY I (Y) 4" (SLD) (100 LF 5509.000 0.44 1
2
3
4
5
1.000
1.000
1.000
1.100
1.080
82512026005 RE PM W / RET REQ TY II (W) 4" (SLD) LF 560.000 0.34 1
2
3
4
5
1.250
1.250
1.000
1.100
1.080
82512029005 RE PM W / RET REQ TY II (Y) 4" (BRK) LF 50.000 0.34 1
2
3
4
5
1.250
2.000
1.000
1.100
1.080
82512030005 RE PM W / RET REQ TY II (Y) 4" (SLD) LF 371.000 0.35 1
2
3
4
5
1.250
1.250
1.000
1.100
1.080