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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 NORTHWEST	Estimate Type:	PROG
Contractor:
WEBB CONTRACTOR, INC./L. J.	Date Let:	02.07.2002
918 N 13TH ST	Date Awarded:	02.15.2002
PO BOX 386	Date Contract Executed:	03.01.2002
	Date Notice to Proceed:	03.01.2002
GENEVA NE 68361-0386	Date Work Began:	05.06.2002
Phone:	Date Physical Work Completed:
(402)759-4160	Date 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 Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$599,223.36	$583,205.34	$16,018.02
$583,425.83	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$599,223.36	$583,205.34	$16,018.02
$562,649.05	Retainage	$-5,992.23	$-5,832.05	$-160.18
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities 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 Manager			Div. Head/Dist. Eng.
Grooms, Jerry	01.02.2003		Meyer, Keith	01.06.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	01.07.2003
Controller Div. Processed
Burling, Laurie	01.07.2003

		Detailed breakdown of stockpiled materials
		Total remaining for contract:	0.00

			1. Contracted
			2. Current
			3. To date
Item Nbr        Item Code	Unit Price		4. This Est
Item Description	Units	Qty	Amount
GROUP 6 BRIDGE AT STA. 12+10
0001                          L006.00	120.00	4.000	480.00
COVER CROP SEEDING	ACRE	4.000	480.00
		5.000	600.00
		0.000	0.00
0002                          0001.10	1.20	2,262.000	2,714.40
BARRICADE, TYPE III	BDAY	2,262.000	2,714.40
		1,925.000	2,310.00
		0.000	0.00
0003                          0001.30	1.00	348.000	348.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	348.000	348.00
		268.000	268.00
		0.000	0.00
0004                          0001.90	0.40	1,914.000	765.60
SIGN DAY	EACH	1,044.000	417.60
		1,464.000	585.60
		0.000	0.00
0005                          0030.60	22,580.00	1.000	22,580.00
MOBILIZATION	LS	1.000	22,580.00
		1.000	22,580.00
		0.000	0.00
0006                          1000.00	150.00	1.000	150.00
LARGE TREE REMOVAL	EACH	118.000	17,700.00
		118.000	17,700.00
		0.000	0.00
0007                          1009.00	5,780.00	1.000	5,780.00
GENERAL CLEARING AND GRUBBING	LS	1.000	5,780.00
		1.000	5,780.00
		0.000	0.00
0008                          1011.00	9.99	101.000	1,008.99
WATER	MGAL	101.000	1,008.99
		0.000	0.00
		0.000	0.00
0009                          1030.00	2.41	14,436.000	34,790.76
EARTHWORK MEASURED IN EMBANKMENT	CY	14,436.000	34,790.76
		14,436.000	34,790.76
		0.000	0.00
0010                          1043.50	2.00	1,756.000	3,512.00
RIPRAP FILTER FABRIC	SY	1,756.000	3,512.00
		1,756.000	3,512.00
		0.000	0.00
0011                          1300.24	19.02	110.000	2,092.20
24" DRIVEWAY CULVERT PIPE	LF	110.000	2,092.20
		70.000	1,331.40
		0.000	0.00
0012                          2009.51	57.99	17.100	991.63
CRUSHED ROCK EMBEDMENT	STA	17.100	991.63
		17.100	991.63
		0.000	0.00
0013                          2010.00	17.16	396.000	6,795.36
CRUSHED ROCK SURFACE COURSE	CY	396.000	6,795.36
		483.600	8,298.58
		0.000	0.00
0014                          4045.00	4,000.00	1.000	4,000.00
REMOVE STRUCTURE	EACH	1.000	4,000.00
AT STA. 8+10		1.000	4,000.00
		0.000	0.00
0015                          4050.01	12.68	177.000	2,244.36
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	CY	177.000	2,244.36
		177.000	2,244.36
		0.000	0.00
0016                          4300.48	71.00	96.000	6,816.00
48" CULVERT PIPE	LF	96.000	6,816.00
		96.000	6,816.00
		0.000	0.00
0017                          4310.48	961.00	2.000	1,922.00
48" FLARED-END SECTION	EACH	2.000	1,922.00
		2.000	1,922.00
		0.000	0.00
0018                          6000.10	2,000.00	1.000	2,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00
0019                          6000.11	2,000.00	1.000	2,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00
0020                          6000.60	10,000.00	1.000	10,000.00
PIER NO.1 EXCAVATION	LS	1.000	10,000.00
		1.000	10,000.00
		0.000	0.00
0021                          6000.61	10,000.00	1.000	10,000.00
PIER NO.2 EXCAVATION	LS	1.000	10,000.00
		1.000	10,000.00
		0.000	0.00
0022                          6005.78	1,000.00	12.000	12,000.00
EXPANSION BEARING, TFE TYPE	EACH	12.000	12,000.00
		12.000	12,000.00
		0.000	0.00
0023                          6005.83	1,100.00	4.000	4,400.00
FIXED BEARING	EACH	4.000	4,400.00
		4.000	4,400.00
		0.000	0.00
0024                          6010.22	260.00	342.700	89,102.00
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	342.700	89,102.00
		378.800	98,488.00
		0.000	0.00
0025                          6010.26	300.00	174.900	52,470.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	174.900	52,470.00
		179.900	53,970.00
		0.000	0.00
0026                          6020.00	0.55	61,705.000	33,937.75
REINFORCING STEEL FOR BRIDGE	LB	61,705.000	33,937.75
		61,705.000	33,937.76
		0.000	0.00
0027                          6040.00	10,000.00	1.000	10,000.00
REMOVE STRUCTURE	EACH	1.000	10,000.00
AT STA. 12+11.5		1.000	10,000.00
		0.000	0.00
0028                          6071.12	90,000.00	1.000	90,000.00
STEEL SUPERSTRUCTURE	LS	1.000	90,000.00
AT STA. 12+10		1.000	90,000.00
		0.000	0.00
0029                          6080.00	3.00	5,700.000	17,100.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	LB	5,700.000	17,100.00
		5,700.000	17,100.00
		0.000	0.00
0030                          6105.02	27.00	1,518.000	40,986.00
ROCK RIPRAP, TYPE B	TON	1,518.000	40,986.00
		1,717.560	46,374.12
		593.260	16,018.02
0031                          6200.00	25.00	1,890.000	47,250.00
CONCRETE PILING	LF	1,890.000	47,250.00
		1,890.000	47,250.00
		0.000	0.00
0032                          6310.00	12.00	2,475.000	29,700.00
STEEL SHEET PILING	SF	2,475.000	29,700.00
		2,475.000	29,700.00
		0.000	0.00
0033                          6951.12	4.00	1,728.000	6,912.00
SHEAR CONNECTORS	EACH	1,728.000	6,912.00
		1,728.000	6,912.00
		0.000	0.00
0034                          7020.00	1,000.00	4.000	4,000.00
BRIDGE APPROACH SECTIONS	EACH	4.000	4,000.00
		4.000	4,000.00
		0.000	0.00
0035                          7021.45	950.00	4.000	3,800.00
BREAKAWAY CABLE TERMINAL	EACH	4.000	3,800.00
		4.000	3,800.00
		0.000	0.00
4001                          0001.99	0.68	0.000	0.00
CONTRACTOR FURNISHED SIGN DAY	EACH	870.000	591.60
Plastic Signs to be mounted on barricades		850.000	578.00
		0.000	0.00
4002                          2015.00	16.10	0.000	0.00
CRUSHED ROCK BEDDING	TON	148.030	2,383.28
		148.030	2,383.28
		0.000	0.00
4003                          6960.02	599.90	0.000	0.00
ADDITIONAL WORK	LS	1.000	599.90
Removal of unforseen object.		1.000	599.90
		0.000	0.00
GROUP 6 BRIDGE AT STA. 12+10		Contracted	562,649.05
		Current	583,425.83
		In place	599,223.39
		This Estimate	16,018.02
Totals for contract		Contracted	562,649.05
		Current	583,425.83
		In place	599,223.39
		This Estimate	16,018.02