Tabulation of Bids for Project STP 2017(822)

Last Update: Thursday, May 25, 2017
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County:FORT BENDLet Date:03/07/17
Type:BASE REPAIR AND OVERLAYSeq No:3019
Time:75 WORKING DAYSProject ID:STP 2017(822)
Highway:FM 762Contract #:03173019
Length:13.921CCSJ:0543-03-072
Limits: 
From:1.524 MI. SOUTH OF BRIDLEWOOD DRIVECheck:$50,000
To:FM 1462Misc Cost:$4,500.00
Estimate$2,508,812.93% Over/UnderCompany
Bidder 1$1,849,419.98-26.28%JAMES CONSTRUCTION GROUP, L.L.C.
Bidder 2$1,986,196.90-20.83%ANGEL BROTHERS HOLDINGS CORP.
Bidder 3$2,028,998.33-19.13%DURWOOD GREENE CONSTRUCTION CO.
Item CodeDescriptionUnitQuantityUnit Est.BidderUnit Bid
1346004BACKFILL (TY A OR B)STA241.000250.001
2
3
120.000
175.000
125.000
1506001BLADINGSTA454.000250.001
2
3
15.000
65.000
25.000
3416042D-GR HMA TY-D SAC-B PG70-22TON20,640.00072.001
2
3
64.000
71.250
74.000
3516001FLEXIBLE PAVEMENT STRUCTURE REPAIR(5")SY8,000.00025.001
2
3
20.000
15.000
10.000
3546041PLANE ASPH CONC PAV (1.5")SY22,971.0001.501
2
3
0.500
0.500
1.000
3546048PLANE ASPH CONC PAV (3")SY104,648.0002.201
2
3
0.750
0.500
1.000
3546051PLANE ASPH CONC PAV (0" TO 1 1/2")SY1,833.0002.201
2
3
2.000
0.500
5.000
3546139PLANE ASPH CONC PAV (1.5" TO 3")SY4,784.0004.001
2
3
2.000
0.500
2.000
5006001MOBILIZATIONLS1.000100,000.001
2
3
20,000.000
20,000.000
5,000.000
5026001BARRICADES, SIGNS AND TRAFFIC HANDLINGMO5.0002,500.001
2
3
3,700.000
5,000.000
1,400.000
5336001RUMBLE STRIPS (SHOULDER)LF49,640.0000.301
2
3
0.130
0.100
0.170
5336002RUMBLE STRIPS (CENTERLINE)LF69,603.0000.251
2
3
0.120
0.150
0.170
5606003MAILBOX INSTALL-M (TWG-POST) TY 1EA3.000450.001
2
3
450.000
490.000
350.000
5606007MAILBOX INSTALL-S (WC-POST) TY 3EA27.000150.001
2
3
210.000
225.000
150.000
5606008MAILBOX INSTALL-D (WC-POST) TY 3EA4.000200.001
2
3
285.000
300.000
200.000
6446001IN SM RD SN SUP&AM TY10BWG(1)SA(P)EA146.000310.001
2
3
360.000
395.000
500.000
6446004IN SM RD SN SUP&AM TY10BWG(1)SA(T)EA7.000340.001
2
3
475.000
520.000
600.000
6446030IN SM RD SN SUP&AM TYS80(1)SA(T)EA14.000800.001
2
3
636.000
695.000
800.000
6446033IN SM RD SN SUP&AM TYS80(1)SA(U)EA9.000655.001
2
3
669.000
725.000
900.000
6446067IN SM RD SN SUP&AM (INST SIGN ONLY)EA2.000150.001
2
3
613.000
675.000
130.000
6446076REMOVE SM RD SN SUP&AMEA183.000100.001
2
3
60.000
65.000
60.000
6626004WK ZN PAV MRK NON-REMOV (W)4"(SLD)LF92,210.0000.161
2
3
0.100
0.110
0.100
6626012WK ZN PAV MRK NON-REMOV (W)8"(SLD)LF522.0000.491
2
3
0.200
0.210
0.610
6626016WK ZN PAV MRK NON-REMOV (W)24"(SLD)LF44.0001.811
2
3
2.000
2.200
3.400
6626017WK ZN PAV MRK NON-REMOV (W)(ARROW)EA4.00057.011
2
3
40.000
43.500
79.000
6626029WK ZN PAV MRK NON-REMOV(W)(WORD)EA8.00050.751
2
3
40.000
43.500
79.000
6626031WK ZN PAV MRK NON-REMOV(W)36"(YLD TRI)EA12.0009.001
2
3
20.000
22.000
66.000
6626032WK ZN PAV MRK NON-REMOV (Y)4"(BRK)LF8,620.0000.241
2
3
0.110
0.120
0.150
6626034WK ZN PAV MRK NON-REMOV (Y)4"(SLD)LF24,824.0000.201
2
3
0.100
0.110
0.100
6666036REFL PAV MRK TY I (W)8"(SLD)(100MIL)LF522.0000.911
2
3
0.200
0.210
1.000
6666048REFL PAV MRK TY I (W)24"(SLD)(100MIL)LF332.0005.281
2
3
2.000
2.200
5.300
6666224PAVEMENT SEALER 4"LF215,069.0000.101
2
3
0.020
0.030
0.050
6666226PAVEMENT SEALER 8"LF522.0000.281
2
3
0.040
0.050
0.360
6666230PAVEMENT SEALER 24"LF332.0001.821
2
3
0.240
0.250
0.830
6666231PAVEMENT SEALER (ARROW)EA4.00023.481
2
3
5.000
5.500
36.000
6666232PAVEMENT SEALER (WORD)EA8.00035.831
2
3
5.000
5.500
36.000
6666243PAVEMENT SEALER (YLD TRI)EA12.00011.501
2
3
5.000
5.500
36.000
6666303RE PM W/RET REQ TY I (W)4"(SLD)(100MIL)LF146,788.0000.321
2
3
0.270
0.300
0.230
6666312RE PM W/RET REQ TY I (Y)4"(BRK)(100MIL)LF12,315.0000.341
2
3
0.280
0.300
0.230
6666315RE PM W/RET REQ TY I (Y)4"(SLD)(100MIL)LF55,966.0000.331
2
3
0.270
0.300
0.230
6686077PREFAB PAV MRK TY C (W) (ARROW)EA4.000226.411
2
3
200.000
220.000
280.000
6686085PREFAB PAV MRK TY C (W) (WORD)EA8.000313.201
2
3
24.000
25.000
320.000
6686092PREFAB PAV MRK TY C (W) (36")(YLD TRI)EA12.00023.161
2
3
36.000
40.000
44.000
6726007REFL PAV MRKR TY I-CEA30.0003.741
2
3
3.950
5.000
2.800
6726009REFL PAV MRKR TY II-A-AEA1,634.0003.371
2
3
3.950
5.000
2.800