Tabulation of Bids for Project NH 2019(592)

Last Update: Friday, May 03, 2019
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County:DONLEYLet Date:02/06/19
Type:ASPHALTIC CONCRETE OVERLAYSeq No:3234
Time:55 WORKING DAYSProject ID:NH 2019(592)
Highway:US 287Contract #:02193234
Length:12.714CCSJ:0042-07-066
Limits: 
From:500 E OF CLARENDON ECL, ECheck:$96,000
To:1025 FT E OF HEDLEY WCL (NBL)Misc Cost:$120,344.00
Estimate$4,779,818.02% Over/UnderCompany
Bidder 1$4,527,707.02-5.27%J. LEE MILLIGAN, INC.
Bidder 2$4,795,164.84+0.32%DUININCK, INC.
Bidder 3$6,042,219.55+26.41%GILVIN-TERRILL, LTD.
Item CodeDescriptionUnitQuantityUnit Est.BidderUnit Bid
1006016PREPARING ROW (TREE) (36" TO 48" DIA)EA2.0002,300.001
2
3
3,040.000
6,000.000
1,600.000
1346004BACKFILL (TY A OR B)STA643.550250.001
2
3
135.000
265.000
130.000
1506002BLADINGHR24.000110.001
2
3
175.000
390.000
200.000
1646034DRILL SEEDING (PERM) (RURAL) (SANDY)AC28.650320.001
2
3
336.080
345.000
320.000
1646042DRILL SEEDING (TEMP) (WARM)AC14.330350.001
2
3
315.000
325.000
300.000
1646044DRILL SEEDING (TEMP) (COOL)AC14.330350.001
2
3
335.000
345.000
320.000
1686001VEGETATIVE WATERINGMG1,117.35023.001
2
3
31.000
24.500
30.000
3416085001D-GR HMA TY-D SAC-A PG 76-28TON34,215.000111.001
2
3
102.000
110.000
132.000
3546021PLANE ASPH CONC PAV(0" TO 2")SY8,450.0001.101
2
3
2.750
3.000
2.000
3546045PLANE ASPH CONC PAV (2")SY28,415.0001.501
2
3
2.350
2.600
2.000
4326045RIPRAP (MOW STRIP)(4 IN)CY24.000800.001
2
3
735.000
810.000
700.000
4516019RETROFIT RAIL (TY T631)LF350.000110.001
2
3
89.550
75.500
85.000
4546008HEADER TYPE EXPANSION JOINTCF104.000550.001
2
3
479.000
490.000
550.000
4546009JOINT SEALANTLF616.00019.001
2
3
10.550
11.000
200.000
5006001MOBILIZATIONLS1.000370,178.001
2
3
385,500.000
300,000.000
600,000.000
5026001BARRICADES, SIGNS AND TRAFFIC HANDLINGMO3.0008,500.001
2
3
18,100.000
27,000.000
62,705.000
5066020004CONSTRUCTION EXITS (INSTALL) (TY 1)SY250.00024.001
2
3
50.850
38.000
40.000
5066024004CONSTRUCTION EXITS (REMOVE)SY250.0008.001
2
3
7.550
11.000
30.000
5066042004BIODEG EROSN CONT LOGS (INSTL) (18")LF1,000.0004.101
2
3
9.400
4.100
6.000
5336001RUMBLE STRIPS (SHOULDER)LF126,396.0000.121
2
3
0.120
0.170
0.200
5406002MTL W-BEAM GD FEN (STEEL POST)LF1,525.00025.001
2
3
30.600
24.000
30.000
5406016DOWNSTREAM ANCHOR TERMINAL SECTIONEA9.0001,200.001
2
3
1,365.000
1,100.000
1,300.000
5426001REMOVE METAL BEAM GUARD FENCELF1,525.0003.151
2
3
4.200
1.900
4.000
5426002REMOVE TERMINAL ANCHOR SECTIONEA9.000270.001
2
3
370.000
160.000
350.000
5446001GUARDRAIL END TREATMENT (INSTALL)EA9.0002,900.001
2
3
3,160.000
2,800.000
3,000.000
5446003GUARDRAIL END TREATMENT (REMOVE)EA9.000300.001
2
3
370.000
215.000
350.000
6626109WK ZN PAV MRK SHT TERM (TAB)TY WEA5,385.0000.811
2
3
1.150
1.100
1.000
6626111WK ZN PAV MRK SHT TERM (TAB)TY Y-2EA685.0001.111
2
3
1.200
1.100
1.000
6666036007REFL PAV MRK TY I (W)8"(SLD)(100MIL)LF2,400.0000.751
2
3
0.790
0.810
0.750
6666048007REFL PAV MRK TY I (W)24"(SLD)(100MIL)LF204.0002.501
2
3
26.340
5.400
25.000
6666099007REF PAV MRK TY I(W)18"(YLD TRI)(100MIL)EA290.00050.001
2
3
15.800
25.000
15.000
6666300007RE PM W/RET REQ TY I (W)4"(BRK)(100MIL)LF17,689.0000.281
2
3
0.410
0.380
0.390
6666303007RE PM W/RET REQ TY I (W)4"(SLD)(100MIL)LF68,651.0000.281
2
3
0.410
0.380
0.390
6666315007RE PM W/RET REQ TY I (Y)4"(SLD)(100MIL)LF77,185.0000.281
2
3
0.410
0.380
0.390
6726007REFL PAV MRKR TY I-CEA92.0003.001
2
3
4.200
3.250
4.000
6726009REFL PAV MRKR TY II-A-AEA172.0004.501
2
3
4.200
3.250
4.000
6726010REFL PAV MRKR TY II-C-REA795.0003.501
2
3
4.200
3.250
4.000
61856002TMA (STATIONARY)DAY30.000270.001
2
3
665.000
260.000
2,000.000
61856005TMA (MOBILE OPERATION)DAY3.000950.001
2
3
665.000
920.000
950.000