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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0462 WEBB CONTRACTOR, INC./L. J.
Contract ID:	7697
Estimate Number:	0001
Pay Period End Date:	02.08.2003

Contract Location:
HUNTLEY SOUTHEAST	Estimate Type:	PROG
Contractor:
WEBB CONTRACTOR, INC./L. J.	Date Let:	12.19.2002
918 N 13TH ST	Date Awarded:	01.08.2003
PO BOX 386	Date Contract Executed:	01.24.2003
	Date Notice to Proceed:	01.24.2003
GENEVA NE 68361-0386	Date Work Began:	01.27.2003
Phone:	Date Physical Work Completed:
(402)759-4160	Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY

Counties
HARLAN

Project Number		PCT			Fed State Project Number		Description
70697 000		0.000			BRO-7042(8)		BRIDGE

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$7,118.42	$.00	$7,118.42
$383,928.04	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$7,118.42	$.00	$7,118.42
$383,928.04	Retainage	$-71.18	$.00	$-71.18
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
1.85%	Net Earnings	$7,047.24	$.00	$7,047.24
	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	$7,047.24	$.00	$7,047.24
Project Manager			Div. Head/Dist. Eng.
Kuhn, Kenton	02.10.2003		Knott, James	02.10.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	02.11.2003
Controller Div. Processed
Burling, Laurie	02.11.2003

		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. 9+40
0001                          0001.10	1.35	1,584.000	2,138.40
BARRICADE, TYPE III	BDAY	1,584.000	2,138.40
		26.000	35.10
		26.000	35.10
0002                          0001.90	0.40	1,848.000	739.20
SIGN DAY	EACH	1,848.000	739.20
		52.000	20.80
		52.000	20.80
0003                          0001.98	1.50	792.000	1,188.00
CONTRACTOR FURNISHED SIGN	EACH	792.000	1,188.00
		0.000	0.00
		0.000	0.00
0004                          0030.60	23,000.00	1.000	23,000.00
MOBILIZATION	LS	1.000	23,000.00
		0.000	0.00
		0.000	0.00
0005                          1009.00	12,500.00	1.000	12,500.00
GENERAL CLEARING AND GRUBBING	LS	1.000	12,500.00
		0.565	7,062.50
		0.565	7,062.50
0006                          1011.00	7.50	100.000	750.00
WATER	kL	100.000	750.00
		0.000	0.00
		0.000	0.00
0007                          1030.00	3.50	6,732.000	23,562.00
EARTHWORK MEASURED IN EMBANKMENT	m3	6,732.000	23,562.00
		0.000	0.00
		0.000	0.00
0008                          1136.01	500.00	4.000	2,000.00
REMOVE	EACH	4.000	2,000.00
CONCRETE FILLED STEEL CAISSONS		0.000	0.00
		0.000	0.00
0009                          1300.24	72.56	32.000	2,321.92
600 mm DRIVEWAY CULVERT PIPE	m	32.000	2,321.92
		0.000	0.00
		0.000	0.00
0010                          6001.50	5,000.00	1.000	5,000.00
BENT NO.1 EXCAVATION	LS	1.000	5,000.00
		0.000	0.00
		0.000	0.00
0011                          6001.51	5,000.00	1.000	5,000.00
BENT NO.2 EXCAVATION	LS	1.000	5,000.00
		0.000	0.00
		0.000	0.00
0012                          6005.60	60.00	48.000	2,880.00
ELASTOMERIC BEARING	EACH	48.000	2,880.00
		0.000	0.00
		0.000	0.00
0013                          6010.22	392.38	142.660	55,976.93
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	142.660	55,976.93
		0.000	0.00
		0.000	0.00
0014                          6010.26	457.78	82.580	37,803.47
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	82.580	37,803.47
		0.000	0.00
		0.000	0.00
0015                          6011.11	65,000.00	1.000	65,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	65,000.00
AT STA. 9+40		0.000	0.00
		0.000	0.00
0016                          6020.00	1.32	10,426.000	13,762.32
REINFORCING STEEL FOR BRIDGE	kg	10,426.000	13,762.32
		0.000	0.00
		0.000	0.00
0017                          6040.00	10,000.00	1.000	10,000.00
REMOVE STRUCTURE	EACH	1.000	10,000.00
AT STA. 10+98.3		0.000	0.00
		0.000	0.00
0018                          6080.00	5.51	708.000	3,901.08
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	708.000	3,901.08
		0.000	0.00
		0.000	0.00
0019                          6105.02	39.68	700.000	27,776.00
ROCK RIPRAP, TYPE B	Mg	700.000	27,776.00
		0.000	0.00
		0.000	0.00
0020                          6200.00	82.02	426.400	34,973.33
CONCRETE PILING	m	426.400	34,973.33
		0.000	0.00
		0.000	0.00
0021                          6310.00	129.17	367.000	47,405.39
STEEL SHEET PILING	m2	367.000	47,405.39
		0.000	0.00
		0.000	0.00
0022                          7020.00	1,500.00	2.000	3,000.00
BRIDGE APPROACH SECTIONS	EACH	2.000	3,000.00
		0.000	0.00
		0.000	0.00
0023                          7021.47	1,500.00	2.000	3,000.00
MELT	EACH	2.000	3,000.00
		0.000	0.00
		0.000	0.00
0024                          L006.00	250.00	1.000	250.00
COVER CROP SEEDING	ha	1.000	250.00
		0.000	0.00
		0.000	0.00
GROUP 6 BRIDGE AT STA. 9+40		Contracted	383,928.04
		Current	383,928.04
		In place	7,118.40
		This Estimate	7,118.40
Totals for contract		Contracted	383,928.04
		Current	383,928.04
		In place	7,118.40
		This Estimate	7,118.40