Tabulation of Bids for Project NH 2018(306)

Last Update: Monday, November 20, 2017
Text version of this page
County:HALLLet Date:11/02/17
Type:ASPHALTIC CONCRETE PAVEMENT OVERLAYSeq No:3003
Time:56 WORKING DAYSProject ID:NH 2018(306)
Highway:US 287Contract #:11173003
Length:10.178CCSJ:0042-09-123
Limits: 
From:1.454 MILES SOUTH OF MEMPHIS SCLCheck:$93,000
To:RED RIVER BRIDGE (SBL)Misc Cost:$86,546.00
Estimate$4,676,205.55% Over/UnderCompany
Bidder 1$4,165,121.12-10.93%RK HALL, LLC
Bidder 2$4,366,566.13-6.62%DUININCK, INC.
Bidder 3$4,408,791.77-5.72%J. LEE MILLIGAN, INC.
Bidder 4$4,967,518.64+6.23%GILVIN-TERRILL, LTD.
Item CodeDescriptionUnitQuantityUnit Est.BidderUnit Bid
1346004BACKFILL (TY A OR B)STA562.00125.001
2
3
4
120.000
220.000
110.000
150.000
1646034DRILL SEEDING (PERM) (RURAL) (SANDY)AC25.60800.001
2
3
4
237.000
240.000
250.000
300.000
1686001VEGETATIVE WATERINGMG1,111.5025.001
2
3
4
19.900
26.000
10.000
30.000
3416085D-GR HMA TY-D SAC-A PG 76-28TON26,798.0095.001
2
3
4
89.490
89.400
88.050
98.750
3416089D-GR HMA TY-B SAC-B PG 70-22TON12,278.0090.001
2
3
4
77.610
71.000
74.700
92.000
3546021PLANE ASPH CONC PAV(0" TO 2")SY2,805.001.401
2
3
4
2.630
1.950
3.500
2.000
3546045PLANE ASPH CONC PAV (2")SY555.001.401
2
3
4
6.300
4.450
4.600
4.000
3546048PLANE ASPH CONC PAV (3")SY73,600.001.401
2
3
4
1.300
1.600
2.000
1.300
3546096PLANE ASPH CONC PAV (3"- 5")SY534.002.001
2
3
4
6.300
5.150
5.250
4.000
4326045RIPRAP (MOW STRIP)(4 IN)CY154.00650.001
2
3
4
450.000
610.000
756.500
550.000
4516019RETROFIT RAIL (TY T631)LF263.0095.001
2
3
4
80.000
81.500
96.950
85.000
4546008HEADER TYPE EXPANSION JOINTCF25.34650.001
2
3
4
1,000.000
620.000
737.550
500.000
4546009JOINT SEALANTLF152.0025.001
2
3
4
40.000
24.500
26.350
30.000
5006001MOBILIZATIONLS1.00423,545.001
2
3
4
225,000.000
290,000.000
390,000.000
490,000.000
5026001BARRICADES, SIGNS AND TRAFFIC HANDLINGMO3.002,500.001
2
3
4
2,500.000
40,000.000
14,575.000
20,000.000
5066042003BIODEG EROSN CONT LOGS (INSTL) (18")LF250.007.501
2
3
4
4.450
4.350
11.200
10.000
5336001RUMBLE STRIPS (SHOULDER)LF101,000.000.151
2
3
4
0.120
0.190
0.200
0.250
5406002MTL W-BEAM GD FEN (STEEL POST)LF3,950.0020.001
2
3
4
18.600
19.000
22.650
20.000
5406016DOWNSTREAM ANCHOR TERMINAL SECTIONEA6.001,400.001
2
3
4
2,890.000
2,900.000
1,055.000
3,000.000
5426001REMOVE METAL BEAM GUARD FENCELF3,950.003.601
2
3
4
2.250
2.300
3.150
3.000
5426002REMOVE TERMINAL ANCHOR SECTIONEA6.00300.001
2
3
4
250.000
255.000
315.000
250.000
5446001GUARDRAIL END TREATMENT (INSTALL)EA6.002,500.001
2
3
4
2,250.000
2,300.000
2,635.000
2,500.000
5446003GUARDRAIL END TREATMENT (REMOVE)EA6.00250.001
2
3
4
250.000
255.000
315.000
250.000
6586015INSTL DEL ASSM (D-SW)SZ (BRF)GF1EA170.0018.001
2
3
4
23.000
23.500
21.100
25.000
6626004WK ZN PAV MRK NON-REMOV (W)4"(SLD)LF57,763.000.151
2
3
4
0.110
0.170
0.110
0.100
6626034WK ZN PAV MRK NON-REMOV (Y)4"(SLD)LF57,763.000.151
2
3
4
0.110
0.170
0.110
0.100
6626109WK ZN PAV MRK SHT TERM (TAB)TY WEA49,710.000.101
2
3
4
0.800
1.000
1.100
1.000
6666036REFL PAV MRK TY I (W)8"(SLD)(100MIL)LF2,300.000.751
2
3
4
0.630
0.610
0.650
0.620
6666219REFL PAV MRK TY II (BLACK) 6"(SHADOW)LF57,763.000.151
2
3
4
0.260
0.160
0.260
0.250
6666300RE PM W/RET REQ TY I (W)4"(BRK)(100MIL)LF15,810.000.301
2
3
4
0.320
0.280
0.330
0.310
6666303RE PM W/RET REQ TY I (W)4"(SLD)(100MIL)LF70,304.000.301
2
3
4
0.320
0.270
0.330
0.310
6666315RE PM W/RET REQ TY I (Y)4"(SLD)(100MIL)LF67,095.000.301
2
3
4
0.320
0.270
0.330
0.310
6726007REFL PAV MRKR TY I-CEA190.003.001
2
3
4
3.050
3.050
3.150
3.000
6726010REFL PAV MRKR TY II-C-REA780.003.101
2
3
4
3.050
3.050
3.150
3.000