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Nebraska Department of Roads
Estimate Summary to Contractor
Vendor ID:0462 WEBB CONTRACTOR, INC./L. J.
Contract ID:1032X
Estimate Number:0004
Pay Period End Date:06.15.2002
Contract Location:
NEBRASKA CITY SOUTHEASTEstimate Type:PROG
Contractor:
WEBB CONTRACTOR, INC./L. J.Date Let:02.07.2002
N HIGHWAY 81Date Awarded:02.28.2002
PO BOX 386Date Contract Executed:03.12.2002
Date Notice to Proceed:03.12.2002
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
OTOE
Project Number PCT Fed State Project Number Description
12032 000  0.000 BRO-7066(23)  GR CONC PAVE BR GDRL
Total to DatePrev to DateThis Estimate
Current Contract AmtTotal Earnings$201,197.73$151,276.66$49,921.07
$462,260.55Stockpiled Materials$.00$.00$.00
Original Contract AmtGross Earnings$201,197.73$151,276.66$49,921.07
$461,072.33Retainage$-2,011.98$-1,512.77$-499.21
Escrow Amount$.00$.00$.00
Percent CompleteSecurities Encumbered$.00$.00$.00
43.52%Net Earnings$199,185.75$149,763.89$49,421.86
Liquidated Damages$.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$199,185.75$149,763.89$49,421.86
Project ManagerDiv. Head/Dist. Eng.
Preble, Rodger06.17.2002Sklenar, Michael J06.18.2002
Constr. Estimate Eng.Materials Eng.
Henrichson, Roger06.18.2002
Controller Div. Processed
Burling, Laurie06.18.2002
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 1 GRADING
0001                          L006.00 123.503.500432.25
COVER CROP SEEDING ha 3.500432.25
0.0000.00
0.0000.00

0002                          0030.10 2,000.001.0002,000.00
MOBILIZATION LS 1.0002,000.00
1.0002,000.00
0.0000.00

0003                          1000.00 85.00100.0008,500.00
LARGE TREE REMOVAL EACH100.0008,500.00
39.0003,315.00
0.0000.00

0004                          1009.00 2,500.001.0002,500.00
GENERAL CLEARING AND GRUBBING LS 1.0002,500.00
0.8902,225.00
0.0000.00

0005                          1010.01 1.2522,178.00027,722.50
EXCAVATION (ESTABLISHED QUANTITY) m3 22,178.00027,722.50
0.0000.00
0.0000.00

0006                          1011.00 1.50540.000810.00
WATER kL 540.000810.00
0.0000.00
0.0000.00

0007                          1101.00 3.42134.000458.28
REMOVE PAVEMENT m2 134.000458.28
0.0000.00
0.0000.00

0008                          1300.30 60.0016.000960.00
750 mm DRIVEWAY CULVERT PIPE m 16.000960.00
0.0000.00
0.0000.00

0009                          1300.36 75.0027.0002,025.00
900 mm DRIVEWAY CULVERT PIPE m 27.0002,025.00
0.0000.00
0.0000.00

0010                          1300.48 120.5014.0001,687.00
1200 mm DRIVEWAY CULVERT PIPE m 14.0001,687.00
0.0000.00
0.0000.00

GROUP 1 GRADINGContracted47,095.03
Current47,095.03
In place7,540.00
This Estimate0.00

GROUP 3 CONCRETE PAVEMENT
0011                          L001.01 1,283.503.5004,492.25
SEEDING, TYPE A ha 3.5004,492.25
0.0000.00
0.0000.00

0012                          L032.75 75.0017.5001,312.50
MULCH Mg 17.5001,312.50
0.0000.00
0.0000.00

0013                          0030.30 3,900.001.0003,900.00
MOBILIZATION LS 1.0003,900.00
0.0000.00
0.0000.00

0014                          2009.51 375.006.7032,513.63
CRUSHED ROCK EMBEDMENT StaM6.7032,513.63
0.0000.00
0.0000.00

0015                          2010.03 15.07372.0005,606.04
CRUSHED ROCK SURFACE COURSE Mg 372.0005,606.04
0.0000.00
0.0000.00

0016                          3008.05 7.5034.000255.00
TIE BARS EACH34.000255.00
0.0000.00
0.0000.00

0017                          3070.12 325.000.452146.90
CONCRETE FOR HEADERS, CLASS 47B-25 m3 0.452146.90
0.0000.00
0.0000.00

0018                          3075.31 43.50354.00015,399.00
205 mm CONCRETE PAVEMENT, CLASS 47B-25 m2 354.00015,399.00
0.0000.00
0.0000.00

0019                          8029.04 12.50354.0004,425.00
AGGREGATE FOUNDATION COURSE 100 mm m2 354.0004,425.00
0.0000.00
0.0000.00

GROUP 3 CONCRETE PAVEMENTContracted38,050.32
Current38,050.32
In place0.00
This Estimate0.00

GROUP 4 CULVERTS
0020                          0030.40 500.001.000500.00
MOBILIZATION LS 1.000500.00
0.0000.00
0.0000.00

0021                          4035.25 120.004.000480.00
REMOVE AND SALVAGE FLARED-END SECTION EACH4.000480.00
0.0000.00
0.0000.00

0022                          4043.00 40.0043.1001,724.00
REMOVE CULVERT PIPE m 43.1001,724.00
0.0000.00
0.0000.00

0023                          4050.01 15.00560.0008,400.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS m3 560.0008,400.00
0.0000.00
0.0000.00

0024                          4300.30 89.0040.7003,622.30
750 mm CULVERT PIPE m 40.7003,622.30
0.0000.00
0.0000.00

0025                          4300.36 102.0052.3005,334.60
900 mm CULVERT PIPE m 52.3005,334.60
0.0000.00
0.0000.00

0026                          4300.42 139.0020.8002,891.20
1050 mm CULVERT PIPE m 20.8002,891.20
0.0000.00
0.0000.00

0027                          4300.48 148.0023.3003,448.40
1200 mm CULVERT PIPE m 23.3003,448.40
0.0000.00
0.0000.00

0028                          4310.30 300.002.000600.00
750 mm FLARED-END SECTION EACH2.000600.00
0.0000.00
0.0000.00

0029                          4310.36 400.003.0001,200.00
900 mm FLARED-END SECTION EACH3.0001,200.00
0.0000.00
0.0000.00

0030                          4310.42 650.001.000650.00
1050 mm FLARED-END SECTION EACH1.000650.00
0.0000.00
0.0000.00

0031                          4310.48 750.001.000750.00
1200 mm FLARED-END SECTION EACH1.000750.00
0.0000.00
0.0000.00

0032                          4350.96 508.0037.70019,151.60
2400 mm CORRUGATED METAL PIPE m 37.70019,151.60
0.0000.00
0.0000.00

GROUP 4 CULVERTSContracted48,752.10
Current48,752.10
In place0.00
This Estimate0.00

GROUP 6 BRIDGE AT STA. 24+80
0033                          0030.60 24,000.001.00024,000.00
MOBILIZATION LS 1.00024,000.00
1.00024,000.00
0.0000.00

0034                          1043.50 3.001,347.0004,041.00
RIPRAP FILTER FABRIC m2 1,347.0004,041.00
185.000555.00
185.000555.00

0035                          6000.10 2,000.001.0002,000.00
ABUTMENT NO.1 EXCAVATION LS 1.0002,000.00
1.0002,000.00
1.0002,000.00

0036                          6000.11 2,000.001.0002,000.00
ABUTMENT NO.2 EXCAVATION LS 1.0002,000.00
1.0002,000.00
0.0000.00

0037                          6001.50 6,000.001.0006,000.00
BENT NO.1 EXCAVATION LS 1.0006,000.00
1.0006,000.00
0.0000.00

0038                          6001.51 6,000.001.0006,000.00
BENT NO.2 EXCAVATION LS 1.0006,000.00
1.0006,000.00
0.0000.00

0039                          6010.22 366.22214.00078,371.08
CLASS 47B-20 CONCRETE FOR BRIDGE m3 214.00078,371.08
214.00078,371.08
67.35024,664.92

0040                          6010.26 392.39139.30054,659.93
CLASS 47BD-30 CONCRETE FOR BRIDGE m3 139.30054,659.93
0.0000.00
0.0000.00

0041                          6020.00 1.1922,575.00026,864.25
REINFORCING STEEL FOR BRIDGE kg 22,575.00026,864.25
5,795.0006,896.06
1,925.0002,290.75

0042                          6040.00 8,000.001.0008,000.00
REMOVE STRUCTURE EACH1.0008,000.00
AT STA. 24+76 1.0008,000.00
0.0000.00

0043                          6080.00 6.091,740.00010,596.60
STRUCTURAL STEEL FOR SUBSTRUCTURE kg 1,740.00010,596.60
1,530.0009,317.70
535.0003,258.15

0044                          6105.02 25.351,244.00031,535.40
ROCK RIPRAP, TYPE B Mg 1,244.00031,535.40
160.0004,056.00
160.0004,056.00

0045                          6210.12 72.18642.60046,382.87
HP 250 mm X 62 kg STEEL PILING m 642.60046,382.87
622.46044,929.16
166.23011,998.48

4002                          6210.59 43.3080.0000.00
PAY CUT-OFF m 20.140872.22
Pile Cutoff 20.140872.22
20.140872.22

GROUP 6 BRIDGE AT STA. 24+80Contracted300,451.13
Current301,323.35
In place192,997.22
This Estimate49,695.52

GROUP 7 GUARDRAIL
0046                          0030.70 200.001.000200.00
MOBILIZATION LS 1.000200.00
0.0000.00
0.0000.00

0047                          7020.00 950.004.0003,800.00
BRIDGE APPROACH SECTIONS EACH4.0003,800.00
0.0000.00
0.0000.00

0048                          7021.45 950.004.0003,800.00
BREAKAWAY CABLE TERMINAL EACH4.0003,800.00
0.0000.00
0.0000.00

GROUP 7 GUARDRAILContracted7,800.00
Current7,800.00
In place0.00
This Estimate0.00

GROUP 10 GENERAL ITEMS
0049                          0001.10 0.5321,316.00011,297.48
BARRICADE, TYPE III BDAY21,316.00011,297.48
533.000282.49
182.00096.46

0050                          0001.30 2.10292.000613.20
TYPE B HIGH INTENSITY WARNING LIGHT LDAY292.000613.20
82.000172.20
28.00058.80

0051                          0001.90 0.532,336.0001,238.08
SIGN DAY EACH2,336.0001,238.08
205.000108.65
70.00037.10

0052                          0030.00 5,775.001.0005,775.00
MOBILIZATION LS 1.0005,775.00
0.0000.00
0.0000.00

4001                          0001.99 0.790.0000.00
CONTRACTOR FURNISHED SIGN DAY EACH400.000316.00
Contractor Furnished Sign 123.00097.17
42.00033.18

GROUP 10 GENERAL ITEMSContracted18,923.76
Current19,239.76
In place660.51
This Estimate225.54

Totals for contractContracted461,072.33
Current462,260.55
In place201,197.73
This Estimate49,921.06