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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:	0012
Pay Period End Date:	07.24.2003

Contract Location:
HUNTLEY SOUTHEAST	Estimate Type:	FINL
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:	07.02.2003
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	$387,716.31	$387,716.31	$.00
$387,323.67	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$387,716.31	$387,716.31	$.00
$383,928.04	Retainage	$.00	$-3,877.16	$3,877.16
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
100.10%	Net Earnings	$387,716.31	$383,839.15	$3,877.16
	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	$387,716.31	$383,839.15	$3,877.16
Project Manager			Div. Head/Dist. Eng.
Kuhn, Kenton	08.07.2003		Knott, James	08.08.2003
Constr. Estimate Eng.			Materials Eng.
Davis, Carl	08.13.2003		Hall, David	08.13.2003
Controller Div. Processed
Harring, Joyce	08.29.2003

		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 (County)
4003                          4977.04	200.00	0.000	0.00
RESTOCK	EACH	1.000	200.00
		1.000	200.00
		0.000	0.00
4004                          0095.00	200.00	0.000	0.00
ADDITIONAL FREIGHT	LS	1.000	200.00
		1.000	200.00
		0.000	0.00
Group 6 Bridge At Sta. 9+40 (County)		Contracted	0.00
		Current	400.00
		In place	400.00
		This Estimate	0.00
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
		938.000	1,266.30
		0.000	0.00
0002                          0001.90	0.40	1,848.000	739.20
SIGN DAY	EACH	1,848.000	739.20
		896.000	358.40
		0.000	0.00
0003                          0001.98	1.50	792.000	1,188.00
CONTRACTOR FURNISHED SIGN	EACH	792.000	1,188.00
		320.000	480.00
		0.000	0.00
0004                          0030.60	23,000.00	1.000	23,000.00
MOBILIZATION	LS	1.000	23,000.00
		1.000	23,000.00
		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
		1.000	12,500.00
		0.000	0.00
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
		6,732.000	23,562.00
		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		4.000	2,000.00
		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
		32.000	2,321.92
		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
		1.000	5,000.00
		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
		1.000	5,000.00
		0.000	0.00
0012                          6005.60	60.00	48.000	2,880.00
ELASTOMERIC BEARING	EACH	48.000	2,880.00
		48.000	2,880.00
		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
		142.660	55,976.93
		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
		82.580	37,803.47
		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		1.000	65,000.00
		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
		12,616.000	16,653.12
		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		1.000	10,000.00
		0.000	0.00
0018                          6080.00	5.51	708.000	3,901.08
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	708.000	3,901.08
		673.000	3,708.23
		0.000	0.00
0019                          6105.02	39.68	700.000	27,776.00
ROCK RIPRAP, TYPE B	Mg	700.000	27,776.00
		710.220	28,181.53
		0.000	0.00
0020                          6200.00	82.02	426.400	34,973.33
CONCRETE PILING	m	426.400	34,973.33
		426.400	34,973.32
		0.000	0.00
0021                          6310.00	129.17	367.000	47,405.39
STEEL SHEET PILING	m2	360.670	46,587.74
		360.670	46,587.75
		0.000	0.00
0022                          7020.00	1,500.00	2.000	3,000.00
BRIDGE APPROACH SECTIONS	EACH	2.000	3,000.00
		2.000	3,000.00
		0.000	0.00
0023                          7021.47	1,500.00	2.000	3,000.00
MELT	EACH	2.000	3,000.00
		2.000	3,000.00
		0.000	0.00
0024                          L006.00	250.00	1.000	250.00
COVER CROP SEEDING	ha	1.000	250.00
		1.000	250.00
		0.000	0.00
4001                          6211.75	32.808	0.000	0.00
OVERDRIVING OF BEARING PILE	m	29.394	964.36
		29.394	964.36
		0.000	0.00
4002                          6960.03	750.00	0.000	0.00
ADDITIONAL SOIL-SETUP FACTOR	EACH	1.000	750.00
		1.000	750.00
		0.000	0.00
4005                          0095.00	200.00	0.000	0.00
ADDITIONAL FREIGHT COSTS	LS	1.000	200.00
		1.000	200.00
		0.000	0.00
4006                          6020.00	1.32	0.000	0.00
REINFORCING STEEL FOR BRIDGE	kg	246.000	324.72
		246.000	324.72
		0.000	0.00
4007                          7050.02	1,083.61	0.000	0.00
ADDITIONAL COMPENSATION	LS	1.000	1,083.61
Additional compensation for overrun of bridge deck due to increase in shims. 9.18 m^3 x 118.04 /M = 1083.61		1.000	1,083.61
		0.000	0.00
4008                          6310.15	77.502	0.000	0.00
PAY CUT-OFF FOR STEEL SHEET PILING	m2	6.330	490.59
In accordance with Paragraph 2 of subsection 703.5		6.330	490.59
		0.000	0.00
GROUP 6 BRIDGE AT STA. 9+40		Contracted	383,928.04
		Current	386,923.67
		In place	387,316.25
		This Estimate	0.00
Totals for contract		Contracted	383,928.04
		Current	387,323.67
		In place	387,716.25
		This Estimate	0.00