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Nebraska Department of Roads
Estimate Summary to Contractor
Vendor ID:0462 WEBB CONTRACTOR, INC./L. J.
Contract ID:4637X
Estimate Number:0011
Pay Period End Date:01.02.2003
Contract Location:
FAIRMONT NORTHWESTEstimate Type:PROG
Contractor:
WEBB CONTRACTOR, INC./L. J.Date Let:02.07.2002
918 N 13TH STDate Awarded:02.15.2002
PO BOX 386Date Contract Executed:03.01.2002
Date Notice to Proceed:03.01.2002
GENEVA NE 68361-0386Date Work Began:05.06.2002
Phone:Date Physical Work Completed:
(402)759-4160Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY
Counties
FILLMORE
Project Number PCT Fed State Project Number Description
41637 000  0.000 BRO-7030(27)  BRIDGE
Total to DatePrev to DateThis Estimate
Current Contract AmtTotal Earnings$599,223.36$583,205.34$16,018.02
$583,425.83Stockpiled Materials$.00$.00$.00
Original Contract AmtGross Earnings$599,223.36$583,205.34$16,018.02
$562,649.05Retainage$-5,992.23$-5,832.05$-160.18
Escrow Amount$.00$.00$.00
Percent CompleteSecurities Encumbered$.00$.00$.00
102.71%Net Earnings$593,231.13$577,373.29$15,857.84
Liquidated Damages-$338.00-$338.00$.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$535.75$535.75$.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$197.75$197.75$.00
Payment$593,428.88$577,571.04$15,857.84
Project ManagerDiv. Head/Dist. Eng.
Grooms, Jerry01.02.2003Meyer, Keith01.06.2003
Constr. Estimate Eng.Materials Eng.
Bartos, Steve01.07.2003
Controller Div. Processed
Burling, Laurie01.07.2003
Detailed breakdown of stockpiled materials
Total remaining for contract:0.00
1. Contracted
2. Current
3. To date
Item Nbr        Item CodeUnit Price4. This Est
Item DescriptionUnitsQtyAmount
GROUP 6 BRIDGE AT STA. 12+10
0001                          L006.00 120.004.000480.00
COVER CROP SEEDING ACRE4.000480.00
5.000600.00
0.0000.00

0002                          0001.10 1.202,262.0002,714.40
BARRICADE, TYPE III BDAY2,262.0002,714.40
1,925.0002,310.00
0.0000.00

0003                          0001.30 1.00348.000348.00
TYPE B HIGH INTENSITY WARNING LIGHT LDAY348.000348.00
268.000268.00
0.0000.00

0004                          0001.90 0.401,914.000765.60
SIGN DAY EACH1,044.000417.60
1,464.000585.60
0.0000.00

0005                          0030.60 22,580.001.00022,580.00
MOBILIZATION LS 1.00022,580.00
1.00022,580.00
0.0000.00

0006                          1000.00 150.001.000150.00
LARGE TREE REMOVAL EACH118.00017,700.00
118.00017,700.00
0.0000.00

0007                          1009.00 5,780.001.0005,780.00
GENERAL CLEARING AND GRUBBING LS 1.0005,780.00
1.0005,780.00
0.0000.00

0008                          1011.00 9.99101.0001,008.99
WATER MGAL101.0001,008.99
0.0000.00
0.0000.00

0009                          1030.00 2.4114,436.00034,790.76
EARTHWORK MEASURED IN EMBANKMENT CY 14,436.00034,790.76
14,436.00034,790.76
0.0000.00

0010                          1043.50 2.001,756.0003,512.00
RIPRAP FILTER FABRIC SY 1,756.0003,512.00
1,756.0003,512.00
0.0000.00

0011                          1300.24 19.02110.0002,092.20
24" DRIVEWAY CULVERT PIPE LF 110.0002,092.20
70.0001,331.40
0.0000.00

0012                          2009.51 57.9917.100991.63
CRUSHED ROCK EMBEDMENT STA 17.100991.63
17.100991.63
0.0000.00

0013                          2010.00 17.16396.0006,795.36
CRUSHED ROCK SURFACE COURSE CY 396.0006,795.36
483.6008,298.58
0.0000.00

0014                          4045.00 4,000.001.0004,000.00
REMOVE STRUCTURE EACH1.0004,000.00
AT STA. 8+10 1.0004,000.00
0.0000.00

0015                          4050.01 12.68177.0002,244.36
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS CY 177.0002,244.36
177.0002,244.36
0.0000.00

0016                          4300.48 71.0096.0006,816.00
48" CULVERT PIPE LF 96.0006,816.00
96.0006,816.00
0.0000.00

0017                          4310.48 961.002.0001,922.00
48" FLARED-END SECTION EACH2.0001,922.00
2.0001,922.00
0.0000.00

0018                          6000.10 2,000.001.0002,000.00
ABUTMENT NO.1 EXCAVATION LS 1.0002,000.00
1.0002,000.00
0.0000.00

0019                          6000.11 2,000.001.0002,000.00
ABUTMENT NO.2 EXCAVATION LS 1.0002,000.00
1.0002,000.00
0.0000.00

0020                          6000.60 10,000.001.00010,000.00
PIER NO.1 EXCAVATION LS 1.00010,000.00
1.00010,000.00
0.0000.00

0021                          6000.61 10,000.001.00010,000.00
PIER NO.2 EXCAVATION LS 1.00010,000.00
1.00010,000.00
0.0000.00

0022                          6005.78 1,000.0012.00012,000.00
EXPANSION BEARING, TFE TYPE EACH12.00012,000.00
12.00012,000.00
0.0000.00

0023                          6005.83 1,100.004.0004,400.00
FIXED BEARING EACH4.0004,400.00
4.0004,400.00
0.0000.00

0024                          6010.22 260.00342.70089,102.00
CLASS 47B-3000 CONCRETE FOR BRIDGE CY 342.70089,102.00
378.80098,488.00
0.0000.00

0025                          6010.26 300.00174.90052,470.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE CY 174.90052,470.00
179.90053,970.00
0.0000.00

0026                          6020.00 0.5561,705.00033,937.75
REINFORCING STEEL FOR BRIDGE LB 61,705.00033,937.75
61,705.00033,937.76
0.0000.00

0027                          6040.00 10,000.001.00010,000.00
REMOVE STRUCTURE EACH1.00010,000.00
AT STA. 12+11.5 1.00010,000.00
0.0000.00

0028                          6071.12 90,000.001.00090,000.00
STEEL SUPERSTRUCTURE LS 1.00090,000.00
AT STA. 12+10 1.00090,000.00
0.0000.00

0029                          6080.00 3.005,700.00017,100.00
STRUCTURAL STEEL FOR SUBSTRUCTURE LB 5,700.00017,100.00
5,700.00017,100.00
0.0000.00

0030                          6105.02 27.001,518.00040,986.00
ROCK RIPRAP, TYPE B TON 1,518.00040,986.00
1,717.56046,374.12
593.26016,018.02

0031                          6200.00 25.001,890.00047,250.00
CONCRETE PILING LF 1,890.00047,250.00
1,890.00047,250.00
0.0000.00

0032                          6310.00 12.002,475.00029,700.00
STEEL SHEET PILING SF 2,475.00029,700.00
2,475.00029,700.00
0.0000.00

0033                          6951.12 4.001,728.0006,912.00
SHEAR CONNECTORS EACH1,728.0006,912.00
1,728.0006,912.00
0.0000.00

0034                          7020.00 1,000.004.0004,000.00
BRIDGE APPROACH SECTIONS EACH4.0004,000.00
4.0004,000.00
0.0000.00

0035                          7021.45 950.004.0003,800.00
BREAKAWAY CABLE TERMINAL EACH4.0003,800.00
4.0003,800.00
0.0000.00

4001                          0001.99 0.680.0000.00
CONTRACTOR FURNISHED SIGN DAY EACH870.000591.60
Plastic Signs to be mounted on barricades 850.000578.00
0.0000.00

4002                          2015.00 16.100.0000.00
CRUSHED ROCK BEDDING TON 148.0302,383.28
148.0302,383.28
0.0000.00

4003                          6960.02 599.900.0000.00
ADDITIONAL WORK LS 1.000599.90
Removal of unforseen object. 1.000599.90
0.0000.00

GROUP 6 BRIDGE AT STA. 12+10Contracted562,649.05
Current583,425.83
In place599,223.39
This Estimate16,018.02

Totals for contractContracted562,649.05
Current583,425.83
In place599,223.39
This Estimate16,018.02