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Nebraska Department of Roads
Estimate Summary to Contractor
Vendor ID:0805 COHRON & SON, INC./A. M.
Contract ID:6668
Estimate Number:0046
Pay Period End Date:11.16.2002
Contract Location:
BRADY EASTEstimate Type:PROG
Contractor:
COHRON & SON, INC./A. M.Date Let:08.31.2000
62180 GREAT RIVER RDDate Awarded:09.12.2000
PO BOX 479Date Contract Executed:09.18.2000
Date Notice to Proceed:10.02.2000
ATLANTIC IA 50022Date Work Began:10.02.2000
Phone:Date Physical Work Completed:
(712)243-2448Date Accepted:
Escrow Agent:
Surety Co:
WASHINGTON INTERNATIONAL INSURANCE COMPANY
Counties
LINCOLN
Project Number PCT Fed State Project Number Description
60668 000  0.000 EACIM-80-4(80)  CONC PAVE BR GDRL
Total to DatePrev to DateThis Estimate
Current Contract AmtTotal Earnings$3,815,730.92$3,792,793.32$22,937.60
$3,949,027.84Stockpiled Materials$49.97$6,990.87$-6,940.90
Original Contract AmtGross Earnings$3,815,780.89$3,799,784.19$15,996.70
$3,516,940.62Retainage$-25,000.00$-25,000.00$.00
Escrow Amount$.00$.00$.00
Percent CompleteSecurities Encumbered$.00$.00$.00
96.62%Net Earnings$3,790,780.89$3,774,784.19$15,996.70
Liquidated Damages$.00$.00$.00
Incentives$.00$.00$.00
Disincentives$.00$.00$.00
Other Contract Adj$.00$.00$.00
Appl of Training Adj$.00$.00$.00
Training Rates Adj$.00$.00$.00
Fuel Adj$.00$.00$.00
Bituminous Adj$.00$.00$.00
Autopay Adj$.00$.00$.00
Gasoline Adj$.00$.00$.00
Other Adj$.00$.00$.00
Price Adj$.00$.00$.00
Substandard Item Adj$.00$.00$.00
Asphalt Adj$.00$.00$.00
Diesel Fuel Adj$.00$.00$.00
Petrol Adj$.00$.00$.00
Total for Adjustments$.00$.00$.00
Payment$3,790,780.89$3,774,784.19$15,996.70
Project ManagerDiv. Head/Dist. Eng.
Brinker, Gary11.19.2002O'Donnell, Les11.20.2002
Constr. Estimate Eng.Materials Eng.
Bartos, Steve11.21.2002
Controller Div. Processed
Burling, Laurie11.21.2002
Detailed breakdown of stockpiled materials
Est Nbr:0005
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00193051.10 EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
S.P. Initial Payment2,288.711415
EPOXY COATED RE-STEEL FOR PMT APPROA
00416131.50 EPOXY COATED REINFORCING STEEL
S.P. Initial Payment4,972.951415
EPOXY COATED RE-STEEL
00706131.50 EPOXY COATED REINFORCING STEEL
S.P. Initial Payment4,980.691416
EPOXY COATED RESTEEL
Total for estimate 0005:12,242.35
Est Nbr:0007
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00376011.11 PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
S.P. Initial Payment97,875.0025738
PRESTRESSED CONCRETE GIRDERS
00416131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-317.501415
EPOXY COATED RE-STEEL
Total for estimate 0007:97,557.50
Est Nbr:0008
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00416131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-553.771415
EPOXY COATED RE-STEEL
Total for estimate 0008:-553.77
Est Nbr:0009
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00416131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-975.041415
EPOXY COATED RE-STEEL
00706131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-317.501416
EPOXY COATED RESTEEL
Total for estimate 0009:-1,292.54
Est Nbr:0010
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00706131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-1,183.481416
EPOXY COATED RESTEEL
Total for estimate 0010:-1,183.48
Est Nbr:0011
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00706131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-345.341416
EPOXY COATED RESTEEL
Total for estimate 0011:-345.34
Est Nbr:0015
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00376011.11 PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
S.P. Adjustment-39,150.0025738
PRESTRESSED CONCRETE GIRDERS
00416131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-902.421415
EPOXY COATED RE-STEEL
00446610.45 STRIP SEALS
S.P. Initial Payment8,953.5619759
STRIP SEALS
00736610.45 STRIP SEALS
S.P. Initial Payment8,953.5619759
STRIP SEALS
Total for estimate 0015:-22,145.30
Est Nbr:0016
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00376011.11 PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
S.P. Adjustment-52,852.5025738
PRESTRESSED CONCRETE GIRDERS
00416131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-359.891415
EPOXY COATED RE-STEEL
Total for estimate 0016:-53,212.39
Est Nbr:0017
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00376011.11 PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
S.P. Adjustment-2,936.2525738
PRESTRESSED CONCRETE GIRDERS
00416131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-1,789.401415
EPOXY COATED RE-STEEL
Total for estimate 0017:-4,725.65
Est Nbr:0018
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00416131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-74.931415
EPOXY COATED RE-STEEL
Total for estimate 0018:-74.93
Est Nbr:0019
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00193051.10 EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
S.P. Adjustment-2,288.711415
EPOXY COATED RE-STEEL FOR PMT APPROA
Total for estimate 0019:-2,288.71
Est Nbr:0020
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00376011.11 PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
S.P. Adjustment-2,936.2525738
PRESTRESSED CONCRETE GIRDERS
Total for estimate 0020:-2,936.25
Est Nbr:0024
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00446610.45 STRIP SEALS
S.P. Adjustment-4,451.7919759
STRIP SEALS
Total for estimate 0024:-4,451.79
Est Nbr:0025
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00446610.45 STRIP SEALS
S.P. Adjustment-4,451.7919759
STRIP SEALS
Total for estimate 0025:-4,451.79
Est Nbr:0028
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00636005.78 EXPANSION BEARING, TFE TYPE
S.P. Initial Payment39,094.19E17907
EXPANSION BEARING, TFE TYPE
00676011.11 PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
S.P. Initial Payment79,276.00PO 2548
PRECAST/PRESTRESSED CONC SUPRSTR
Total for estimate 0028:118,370.19
Est Nbr:0030
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00706131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-62.951416
EPOXY COATED RESTEEL
Total for estimate 0030:-62.95
Est Nbr:0031
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00636005.78 EXPANSION BEARING, TFE TYPE
S.P. Adjustment-1,480.84E17907
EXPANSION BEARING, TFE TYPE
00676011.11 PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
S.P. Adjustment-19,819.00PO 2548
PRECAST/PRESTRESSED CONC SUPRSTR
40086602.10 DEICING SYSTEM
S.P. Initial Payment65,720.00032002
DEICING SYSTEM MATERIAL
Total for estimate 0031:44,420.16
Est Nbr:0032
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00706131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-62.951416
EPOXY COATED RESTEEL
Total for estimate 0032:-62.95
Est Nbr:0033
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00636005.78 EXPANSION BEARING, TFE TYPE
S.P. Adjustment-16,289.25E17907
EXPANSION BEARING, TFE TYPE
00706131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-419.741416
EPOXY COATED RESTEEL
40086602.10 DEICING SYSTEM
S.P. Initial Payment3,688.99481963
DEICING SYSTEM MATERIAL
Total for estimate 0033:-13,020.00
Est Nbr:0034
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00636005.78 EXPANSION BEARING, TFE TYPE
S.P. Adjustment-16,585.41E17907
EXPANSION BEARING, TFE TYPE
00676011.11 PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
S.P. Adjustment-49,943.88PO 2548
PRECAST/PRESTRESSED CONC SUPRSTR
00706131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-949.511416
EPOXY COATED RESTEEL
Total for estimate 0034:-67,478.80
Est Nbr:0035
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00636005.78 EXPANSION BEARING, TFE TYPE
S.P. Adjustment-3,554.02E17907
EXPANSION BEARING, TFE TYPE
00676011.11 PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
S.P. Adjustment-5,549.32PO 2548
PRECAST/PRESTRESSED CONC SUPRSTR
00706131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-1,394.651416
EPOXY COATED RESTEEL
Total for estimate 0035:-10,497.99
Est Nbr:0036
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00636005.78 EXPANSION BEARING, TFE TYPE
S.P. Adjustment-1,184.67E17907
EXPANSION BEARING, TFE TYPE
00676011.11 PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
S.P. Adjustment-3,963.80PO 2548
PRECAST/PRESTRESSED CONC SUPRSTR
00706131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-244.581416
EPOXY COATED RESTEEL
Total for estimate 0036:-5,393.05
Est Nbr:0039
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00736610.45 STRIP SEALS
S.P. Adjustment-4,476.7819759
STRIP SEALS
Total for estimate 0039:-4,476.78
Est Nbr:0043
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00736610.45 STRIP SEALS
S.P. Adjustment-4,476.7819759
STRIP SEALS
Total for estimate 0043:-4,476.78
Est Nbr:0045
Item NbrItem CdItem DescAdj AmtInvoice Nbr
40086602.10 DEICING SYSTEM
S.P. Adjustment-59,148.00032002
DEICING SYSTEM MATERIAL
S.P. Adjustment-3,320.09481963
DEICING SYSTEM MATERIAL
Total for estimate 0045:-62,468.09
Est Nbr:0046
Item NbrItem CdItem DescAdj AmtInvoice Nbr
40086602.10 DEICING SYSTEM
S.P. Adjustment-6,572.00032002
DEICING SYSTEM MATERIAL
S.P. Adjustment-368.90481963
DEICING SYSTEM MATERIAL
Total for estimate 0046:-6,940.90
Total remaining for contract:49.97
1. Contracted
2. Current
3. To date
Item Nbr        Item CodeUnit Price4. This Est
Item DescriptionUnitsQtyAmount
GROUP 6 BRIDGE AT STATION 1307+65
4005                          4976.05 493.240.0000.00
ADDITIONAL WORK LS 1.000493.24
ANCHOR BOLT REPLACEMENT 1.000493.24
0.0000.00

GROUP 6 BRIDGE AT STATION 1307+65Contracted0.00
Current493.24
In place493.24
This Estimate0.00

GROUP 3 CONCRETE PAVEMENT
0001                          L001.02 650.003.0001,950.00
SEEDING, TYPE B ACRE3.0001,950.00
6.1774,015.05
2.8401,846.00

0002                          L020.00 1.252,620.0003,275.00
EROSION CONTROL SY 2,620.0003,275.00
2,396.4502,995.56
2,396.4502,995.56

0003                          L022.75 12.5040.000500.00
TEMPORARY SILT CHECK LF 0.0000.00
0.0000.00
0.0000.00

0004                          L032.75 65.005.000325.00
MULCH TON 5.000325.00
5.620365.30
5.620365.30

0005                          0030.90 7,000.001.0007,000.00
MOBILIZATION LS 1.0007,000.00
1.0007,000.00
0.0000.00

0006                          1101.00 10.001,062.00010,620.00
REMOVE PAVEMENT SY 1,062.00010,620.00
1,024.01810,240.18
0.0000.00

0007                          2020.50 48.00380.00018,240.00
SURFACING SY 380.00018,240.00
12" 465.66022,351.68
0.0000.00

0008                          3008.05 10.0086.000860.00
TIE BARS EACH86.000860.00
88.000880.00
0.0000.00

0009                          4018.00 500.001.000500.00
TAPPING EXISTING STRUCTURE EACH0.0000.00
0.0000.00
0.0000.00

0010                          7100.00 3.50460.0001,610.00
RIGHT-OF-WAY FENCE LF 460.0001,610.00
0.0000.00
0.0000.00

0011                          7103.00 130.008.0001,040.00
END POSTS EACH8.0001,040.00
8.0001,040.00
8.0001,040.00

0012                          7104.00 180.004.000720.00
PULL POSTS EACH4.000720.00
0.0000.00
0.0000.00

0013                          7105.00 180.004.000720.00
CORNER POSTS EACH4.000720.00
4.000720.00
4.000720.00

0014                          9188.25 47.205,147.000242,938.40
MEDIAN CROSSOVER SURFACING SY 5,147.000242,938.40
5,408.330255,273.18
0.0000.00

0015                          9188.50 24.00591.00014,184.00
SURFACING UNDER GUARDRAIL SY 591.00014,184.00
433.49010,403.76
0.0000.00

0104                          4035.90 315.000.0000.00
REMOVE AND REINSTALL FLARED-END SECTION EACH3.000945.00
3.000945.00
0.0000.00

0105                          4039.20 21.000.0000.00
REMOVE AND RELAY CULVERT PIPE LF 10.000210.00
REMOVE AND RELAY 18" R.C.P. 6.000126.00
0.0000.00

0106                          4300.18 46.200.0000.00
18" CULVERT PIPE LF 34.0001,570.80
STATE FURNISHED REINFORCED CONCRETE PIPE 30.0001,386.00
0.0000.00

4001                          0030.20 1.000
MOBILIZATION LS 2.0000.00
ADDITIONAL MOBILIZATION FOR SEEDING CROSSOVERS 1.000892.50
0.0000.00

4004                          A900.10 3,202.680.0000.00
ADDITIONAL WORK EACH1.0003,202.68
Additional Work on East Crossover 1.0003,202.68
0.0000.00

GROUP 3 CONCRETE PAVEMENTContracted304,482.40
Current310,303.38
In place321,836.89
This Estimate6,966.86

GROUP 6 BRIDGE AT STA. 1307+65.00
0016                          A400.02 6,500.001.0006,500.00
WEATHER INFORMATION SENSOR EACH1.0006,500.00
0.0000.00
0.0000.00

0017                          0030.60 60,000.001.00060,000.00
MOBILIZATION LS 1.00060,000.00
1.00060,000.00
0.0000.00

0018                          3050.15 185.00185.40034,299.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 CY 185.40034,299.00
205.63038,041.55
0.0000.00

0019                          3051.10 0.5621,340.00011,950.40
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES LB 21,340.00011,950.40
21,340.00011,950.40
0.0000.00

0020                          6000.10 3,000.001.0003,000.00
ABUTMENT NO.1 EXCAVATION LS 1.0003,000.00
1.0003,000.00
0.0000.00

0021                          6000.11 3,000.001.0003,000.00
ABUTMENT NO.2 EXCAVATION LS 1.0003,000.00
1.0003,000.00
0.0000.00

0022                          6000.60 12,000.001.00012,000.00
PIER NO.1 EXCAVATION LS 1.00012,000.00
1.00012,000.00
0.0000.00

0023                          6000.61 12,000.001.00012,000.00
PIER NO.2 EXCAVATION LS 1.00012,000.00
1.00012,000.00
0.0000.00

0024                          6000.62 12,000.001.00012,000.00
PIER NO.3 EXCAVATION LS 1.00012,000.00
1.00012,000.00
0.0000.00

0025                          6001.50 6,000.001.0006,000.00
BENT NO.1 EXCAVATION LS 1.0006,000.00
1.0006,000.00
0.0000.00

0026                          6001.51 6,000.001.0006,000.00
BENT NO.2 EXCAVATION LS 1.0006,000.00
1.0006,000.00
0.0000.00

0027                          6001.52 6,000.001.0006,000.00
BENT NO.3 EXCAVATION LS 1.0006,000.00
1.0006,000.00
0.0000.00

0028                          6001.53 6,000.001.0006,000.00
BENT NO.4 EXCAVATION LS 1.0006,000.00
1.0006,000.00
0.0000.00

0029                          6001.54 6,000.001.0006,000.00
BENT NO.5 EXCAVATION LS 1.0006,000.00
1.0006,000.00
0.0000.00

0030                          6001.55 6,000.001.0006,000.00
BENT NO.6 EXCAVATION LS 1.0006,000.00
1.0006,000.00
0.0000.00

0031                          6001.56 6,000.001.0006,000.00
BENT NO.7 EXCAVATION LS 1.0006,000.00
1.0006,000.00
0.0000.00

0032                          6001.57 6,000.001.0006,000.00
BENT NO.8 EXCAVATION LS 1.0006,000.00
1.0006,000.00
0.0000.00

0033                          6005.78 380.00132.00050,160.00
EXPANSION BEARING, TFE TYPE EACH132.00050,160.00
132.00050,160.00
0.0000.00

0034                          6005.83 96.0012.0001,152.00
FIXED BEARING EACH12.0001,152.00
12.0001,152.00
0.0000.00

0035                          6010.22 550.00202.600111,430.00
CLASS 47B-3000 CONCRETE FOR BRIDGE CY 202.600111,430.00
266.790146,734.50
0.0000.00

0036                          6010.26 380.001,271.300483,094.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE CY 1,271.300483,094.00
1,254.840476,839.20
0.0000.00

0037                          6011.11 226,000.001.000226,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE LS 1.000226,000.00
AT STA. 1307+21 1.000226,000.00
0.0000.00

0038                          6030.00 68,000.001.00068,000.00
PREPARATION OF BRIDGE EACH1.00068,000.00
AT STA. 1307+21 1.00068,000.00
0.0000.00

0039                          6080.00 1.803,485.0006,273.00
STRUCTURAL STEEL FOR SUBSTRUCTURE LB 3,485.0006,273.00
3,485.0006,273.00
0.0000.00

0040                          6104.00 14.001,028.00014,392.00
BROKEN CONCRETE RIPRAP TON 1,028.00014,392.00
1,028.00014,392.00
0.0000.00

0041                          6131.50 0.56262,670.000147,095.20
EPOXY COATED REINFORCING STEEL LB 262,670.000147,095.20
262,670.000147,095.19
0.0000.00

0042                          6139.50 24.0072.0001,728.00
SUBSURFACE DRAINAGE MATTING SY 72.0001,728.00
66.9801,607.52
0.0000.00

0043                          6200.00 26.001,650.00042,900.00
CONCRETE PILING LF 1,650.00042,900.00
1,271.80033,066.80
0.0000.00

0044                          6610.45 98.00125.40012,289.20
STRIP SEALS LF 125.40012,289.20
124.70012,220.60
0.0000.00

0045                          6616.65 140.0080.00011,200.00
BEARING DEVICE REPLACEMENT EACH80.00011,200.00
80.00011,200.00
0.0000.00

0046                          8091.00 22.00170.0003,740.00
GRANULAR BACKFILL CY 170.0003,740.00
170.0003,740.00
0.0000.00

0108                          6200.50 15.600.0000.00
PAY CUT-OFF FOR CONCRETE PILING LF 200.0003,120.00
196.6003,066.96
0.0000.00

0109                          3300.03 -7,062.500.0000.00
DEDUCTION LS 1.000-7,062.50
1.000-7,062.50
0.0000.00

0111                          6999.00 58,725.000.0000.00
STOCKPILED MATERIAL LS 1.00058,725.00
STOCKPILED GIRDERS 0.0000.00
0.0000.00

4002                          3300.03 7,062.500.0000.00
DEDUCTION LS 1.0007,062.50
REMAINING DEDUCTION FOR GIRDER LOW COMPRESSIVE STRENGTH LETTER FROM BUDDY CAPLES MARCH 29, 2001 0.0000.00
0.0000.00

4003                          3300.03 -7,062.500.0000.00
DEDUCTION LS 1.000-7,062.50
DEDUCTION BASED ON BUDDY CAPLES LETTER DATED 3/29/01 1.000-7,062.50
0.0000.00

4006                          3008.20 12.600.0000.00
CROSS STITCHING EACH600.0007,560.00
CROSS STITCHING 1279+46 - 1334+78 LEFT 631.0007,950.60
0.0000.00

4007                          6602.10 195,965.230.0000.00
DEICING SYSTEM LS 1.000195,965.23
0.900176,368.70
0.0000.00

GROUP 6 BRIDGE AT STA. 1307+65.00Contracted1,382,202.80
Current1,640,510.53
In place1,571,734.02
This Estimate0.00

GROUP 6A BRIDGE AT STA. 1307+65.00
0047                          0030.60 60,000.001.00060,000.00
MOBILIZATION LS 1.00060,000.00
1.00060,000.00
0.0000.00

0048                          3050.15 185.00185.40034,299.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 CY 185.40034,299.00
191.81035,484.85
0.0000.00

0049                          3051.10 0.5621,340.00011,950.40
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES LB 21,340.00011,950.40
21,340.00011,950.40
0.0000.00

0050                          6000.10 3,000.001.0003,000.00
ABUTMENT NO.1 EXCAVATION LS 1.0003,000.00
1.0003,000.00
0.0000.00

0051                          6000.11 3,000.001.0003,000.00
ABUTMENT NO.2 EXCAVATION LS 1.0003,000.00
1.0003,000.00
0.0000.00

0052                          6000.60 12,000.001.00012,000.00
PIER NO.1 EXCAVATION LS 1.00012,000.00
1.00012,000.00
0.0000.00

0053                          6000.61 12,000.001.00012,000.00
PIER NO.2 EXCAVATION LS 1.00012,000.00
1.00012,000.00
0.0000.00

0054                          6000.62 12,000.001.00012,000.00
PIER NO.3 EXCAVATION LS 1.00012,000.00
1.00012,000.00
0.0000.00

0055                          6001.50 6,000.001.0006,000.00
BENT NO.1 EXCAVATION LS 1.0006,000.00
1.0006,000.00
0.0000.00

0056                          6001.51 6,000.001.0006,000.00
BENT NO.2 EXCAVATION LS 1.0006,000.00
1.0006,000.00
0.0000.00

0057                          6001.52 6,000.001.0006,000.00
BENT NO.3 EXCAVATION LS 1.0006,000.00
1.0006,000.00
0.0000.00

0058                          6001.53 6,000.001.0006,000.00
BENT NO.4 EXCAVATION LS 1.0006,000.00
1.0006,000.00
0.0000.00

0059                          6001.54 6,000.001.0006,000.00
BENT NO.5 EXCAVATION LS 1.0006,000.00
1.0006,000.00
0.0000.00

0060                          6001.55 6,000.001.0006,000.00
BENT NO.6 EXCAVATION LS 1.0006,000.00
1.0006,000.00
0.0000.00

0061                          6001.56 6,000.001.0006,000.00
BENT NO.7 EXCAVATION LS 1.0006,000.00
1.0006,000.00
0.0000.00

0062                          6001.57 6,000.001.0006,000.00
BENT NO.8 EXCAVATION LS 1.0006,000.00
1.0006,000.00
0.0000.00

0063                          6005.78 380.00132.00050,160.00
EXPANSION BEARING, TFE TYPE EACH132.00050,160.00
132.00050,160.00
0.0000.00

0064                          6005.83 96.0012.0001,152.00
FIXED BEARING EACH12.0001,152.00
12.0001,152.00
0.0000.00

0065                          6010.22 550.00202.600111,430.00
CLASS 47B-3000 CONCRETE FOR BRIDGE CY 202.600111,430.00
231.480127,314.00
0.0000.00

0066                          6010.26 380.001,271.300483,094.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE CY 1,271.300483,094.00
1,215.540461,905.20
0.0000.00

0067                          6011.11 226,000.001.000226,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE LS 1.000226,000.00
AT STA. 1308+09 1.000226,000.00
0.0000.00

0068                          6030.01 68,000.001.00068,000.00
PREPARATION OF BRIDGE EACH1.00068,000.00
AT STA. 1308+09 1.00068,000.00
0.0000.00

0069                          6104.00 14.001,383.00019,362.00
BROKEN CONCRETE RIPRAP TON 1,383.00019,362.00
650.0009,100.00
0.0000.00

0070                          6131.50 0.56265,715.000148,800.40
EPOXY COATED REINFORCING STEEL LB 265,715.000148,800.40
265,715.000148,800.38
0.0000.00

0071                          6139.50 24.0072.0001,728.00
SUBSURFACE DRAINAGE MATTING SY 72.0001,728.00
72.0001,728.00
0.0000.00

0072                          6200.00 26.001,650.00042,900.00
CONCRETE PILING LF 1,650.00042,900.00
1,259.50032,747.00
0.0000.00

0073                          6610.45 98.00125.40012,289.20
STRIP SEALS LF 125.40012,289.20
125.40012,289.20
0.0000.00

0074                          6616.65 140.0080.00011,200.00
BEARING DEVICE REPLACEMENT EACH80.00011,200.00
80.00011,200.00
0.0000.00

0075                          8091.00 22.00170.0003,740.00
GRANULAR BACKFILL CY 170.0003,740.00
170.0003,740.00
0.0000.00

0110                          6200.50 15.600.0000.00
PAY CUT-OFF FOR CONCRETE PILING LF 50.000780.00
89.5001,396.20
0.0000.00

4008                          6602.10 149,279.420.0000.00
DEICING SYSTEM LS 1.000149,279.42
1.000149,279.42
0.10014,927.94

GROUP 6A BRIDGE AT STA. 1307+65.00Contracted1,376,105.00
Current1,526,164.42
In place1,502,246.65
This Estimate14,927.94

GROUP 7 GUARDRAIL
0076                          0030.70 4,800.001.0004,800.00
MOBILIZATION LS 1.0004,800.00
1.0004,800.00
0.0000.00

0077                          1033.00 200.006.0501,210.00
ROADWAY GRADING STA 6.0501,210.00
6.7001,340.00
0.0000.00

0078                          7011.20 17.791,133.25020,160.52
W-BEAM GUARDRAIL LF 1,133.25020,160.52
862.34015,341.02
0.0000.00

0079                          7017.00 3.001,276.0003,828.00
REMOVE GUARDRAIL LF 1,276.0003,828.00
1,043.3003,129.90
0.0000.00

0080                          7018.50 5,854.001.0005,854.00
TEMPORARY GUARDRAIL LS 1.0005,854.00
1.0005,854.00
0.0000.00

0081                          7020.00 1,189.004.0004,756.00
BRIDGE APPROACH SECTIONS EACH4.0004,756.00
4.0004,756.00
0.0000.00

0082                          7024.25 2,140.002.0004,280.00
GUARDRAIL END TREATMENT, TYPE I EACH2.0004,280.00
4.0008,560.00
0.0000.00

0083                          7026.05 440.002.000880.00
W-THRIE BEAM TRANSITION SECTION EACH2.000880.00
0.0000.00
0.0000.00

4009                          7018.50 5,201.700.0000.00
TEMPORARY GUARDRAIL LS 1.0005,201.70
1.0005,201.70
0.0000.00

GROUP 7 GUARDRAILContracted45,768.52
Current50,970.22
In place48,982.62
This Estimate0.00

GROUP 10 GENERAL ITEMS
0084                          A780.10 11,440.001.00011,440.00
CROSSOVER LIGHTING SYSTEM EACH1.00011,440.00
AT STA. 1290+00 1.00011,440.00
0.0000.00

0085                          A780.11 11,440.001.00011,440.00
CROSSOVER LIGHTING SYSTEM EACH1.00011,440.00
AT STA. 1336+00 1.00011,440.00
0.0000.00

0086                          A800.51 10.00432.0004,320.00
OPERATION AND MAINTENANCE OF CROSSOVER LIGHTING SYSTEM DAY 432.0004,320.00
414.0004,140.00
0.0000.00

0087                          0001.00 435.00487.000211,845.00
SURVEILLANCE OF TEMPORARY TRAFFIC CONTROL DEVICES CDAY487.000211,845.00
420.000182,700.00
0.0000.00

0088                          0001.08 0.5080,460.00040,230.00
BARRICADE, TYPE II BDAY80,460.00040,230.00
71,644.00035,822.00
782.000391.00

0089                          0001.10 2.007,254.00014,508.00
BARRICADE, TYPE III BDAY7,254.00014,508.00
5,243.00010,486.00
85.000170.00

0090                          0001.30 2.253,260.0007,335.00
TYPE B HIGH INTENSITY WARNING LIGHT LDAY3,260.0007,335.00
1,893.0004,259.25
0.0000.00

0091                          0001.90 0.3541,854.00014,648.90
SIGN DAY EACH41,854.00014,648.90
43,332.00015,166.20
448.000156.80

0092                          0002.30 0.2532,500.0008,125.00
PAVEMENT MARKING REMOVAL LF 32,500.0008,125.00
32,020.0008,005.00
0.0000.00

0093                          0002.39 1.009,500.0009,500.00
TEMPORARY PAVEMENT MARKING, TYPE II LF 9,500.0009,500.00
8,038.2008,038.20
0.0000.00

0094                          0002.46 0.5041,000.00020,500.00
TEMPORARY PAVEMENT MARKING, TYPE RPM LF 41,000.00020,500.00
46,333.20023,166.60
0.0000.00

0095                          0002.85 25.00200.0005,000.00
TUBULAR POST EACH200.0005,000.00
110.0002,750.00
0.0000.00

0096                          0002.87 25.00200.0005,000.00
CHANNELIZING BLOCK EACH200.0005,000.00
173.0004,325.00
0.0000.00

0097                          0002.97 25.00988.00024,700.00
FLASHING ARROW PANEL DAY 988.00024,700.00
904.00022,600.00
13.000325.00

0098                          0003.10 177.0020.0003,540.00
FLAGGING DAY 20.0003,540.00
0.50088.50
0.0000.00

0099                          0003.58 3,500.001.0003,500.00
INERTIAL BARRIER SYSTEM EACH1.0003,500.00
1.0003,500.00
0.0000.00

0100                          0003.64 250.005.0001,250.00
REPLACEMENT MODULE EACH5.0001,250.00
0.0000.00
0.0000.00

0101                          0010.04 3,200.001.0003,200.00
FIELD OFFICE EACH1.0003,200.00
1.0003,200.00
0.0000.00

0102                          0020.00 0.802,000.0001,600.00
TRAINING HOUR2,000.0001,600.00
508.000406.40
0.0000.00

0103                          0030.10 6,700.001.0006,700.00
MOBILIZATION LS 1.0006,700.00
1.0006,700.00
0.0000.00

0107                          A910.00 12,204.150.0000.00
ELECTRICAL WORK LS 1.00012,204.15
Installation of Permanent Electrical Service 1.00012,204.15
0.0000.00

GROUP 10 GENERAL ITEMSContracted408,381.90
Current420,586.05
In place370,437.30
This Estimate1,042.80

Totals for contractContracted3,516,940.62
Current3,948,135.34
In place3,815,730.72
This Estimate22,937.60