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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0462 WEBB CONTRACTOR, INC./L. J.
Contract ID:	7813
Estimate Number:	0001
Pay Period End Date:	09.13.2003

Contract Location:
CULBERTSON SOUTHWEST	Estimate Type:	PROG
Contractor:
WEBB CONTRACTOR, INC./L. J.	Date Let:	03.13.2003
918 N 13TH ST	Date Awarded:	04.09.2003
PO BOX 386	Date Contract Executed:	04.29.2003
	Date Notice to Proceed:	04.29.2003
GENEVA NE 68361-0386	Date Work Began:
Phone:	Date Physical Work Completed:
(402)759-4160	Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY

Counties
HITCHCOCK

Project Number		PCT			Fed State Project Number		Description
70813 000		0.000			BR-1525(5)		BRIDGE

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$88,930.80	$.00	$88,930.80
$336,766.75	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$88,930.80	$.00	$88,930.80
$336,766.75	Retainage	$-889.31	$.00	$-889.31
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
26.41%	Net Earnings	$88,041.49	$.00	$88,041.49
	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	$88,041.49	$.00	$88,041.49
Project Manager			Project Engineer
Stadler, Lisa	09.15.2003		Ziebell, Roger	09.16.2003
Div. Head/Dist. Eng.			Constr. Estimate Eng.
Knott, James	09.18.2003		Bartos, Steve	09.19.2003
Controller Div. Processed
Burling, Laurie	09.19.2003

		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. 6+57
0001                          0001.10	1.50	1,180.000	1,770.00
BARRICADE, TYPE III	BDAY	1,180.000	1,770.00
		285.000	427.50
		285.000	427.50
0002                          0001.90	0.75	1,416.000	1,062.00
SIGN DAY	EACH	1,416.000	1,062.00
		171.000	128.25
		171.000	128.25
0003                          0001.99	1.00	708.000	708.00
CONTRACTOR FURNISHED SIGN DAY	EACH	708.000	708.00
		76.000	76.00
		76.000	76.00
0004                          0030.60	34,200.00	1.000	34,200.00
MOBILIZATION	LS	1.000	34,200.00
		0.985	33,687.00
		0.985	33,687.00
0005                          1000.00	250.00	1.000	250.00
LARGE TREE REMOVAL	EACH	1.000	250.00
		0.000	0.00
		0.000	0.00
0006                          1009.00	1,500.00	1.000	1,500.00
GENERAL CLEARING AND GRUBBING	LS	1.000	1,500.00
		0.500	750.00
		0.500	750.00
0007                          1010.01	5.00	1,573.000	7,865.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	1,573.000	7,865.00
		0.000	0.00
		0.000	0.00
0008                          1011.00	3.00	197.000	591.00
WATER	kL	197.000	591.00
		0.000	0.00
		0.000	0.00
0009                          6001.50	6,500.00	1.000	6,500.00
BENT NO.1 EXCAVATION	LS	1.000	6,500.00
		1.000	6,500.00
		1.000	6,500.00
0010                          6001.51	6,500.00	1.000	6,500.00
BENT NO.2 EXCAVATION	LS	1.000	6,500.00
		1.000	6,500.00
		1.000	6,500.00
0011                          6010.22	490.49	119.950	58,834.28
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	119.950	58,834.28
		40.550	19,889.37
		40.550	19,889.37
0012                          6010.26	516.63	133.990	69,223.25
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	133.990	69,223.25
		0.000	0.00
		0.000	0.00
0013                          6020.00	1.43	23,717.000	33,915.31
REINFORCING STEEL FOR BRIDGE	kg	23,717.000	33,915.31
		0.000	0.00
		0.000	0.00
0014                          6040.00	7,500.00	1.000	7,500.00
REMOVE STRUCTURE	EACH	1.000	7,500.00
AT STA. 6+59.5		0.700	5,250.00
		0.700	5,250.00
0015                          6080.00	6.61	676.000	4,468.36
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	676.000	4,468.36
		338.000	2,234.18
		338.000	2,234.18
0016                          6105.02	43.00	461.000	19,823.00
ROCK RIPRAP, TYPE B	Mg	461.000	19,823.00
		0.000	0.00
		0.000	0.00
0017                          6210.12	78.74	195.200	15,370.05
HP 250 mm X 62 kg STEEL PILING	m	195.200	15,370.05
		0.000	0.00
		0.000	0.00
0018                          6210.14	85.30	164.200	14,006.26
HP 310 mm X 79 kg STEEL PILING	m	164.200	14,006.26
		158.130	13,488.49
		158.130	13,488.49
0019                          6310.00	129.17	322.000	41,592.74
STEEL SHEET PILING	m2	322.000	41,592.74
		0.000	0.00
		0.000	0.00
0020                          7020.00	1,250.00	4.000	5,000.00
BRIDGE APPROACH SECTIONS	EACH	4.000	5,000.00
		0.000	0.00
		0.000	0.00
0021                          7021.47	1,500.00	4.000	6,000.00
MELT	EACH	4.000	6,000.00
		0.000	0.00
		0.000	0.00
0022                          L006.00	175.00	0.500	87.50
COVER CROP SEEDING	ha	0.500	87.50
		0.000	0.00
		0.000	0.00
GROUP 6 BRIDGE AT STA. 6+57		Contracted	336,766.75
		Current	336,766.75
		In place	88,930.79
		This Estimate	88,930.79
Totals for contract		Contracted	336,766.75
		Current	336,766.75
		In place	88,930.79
		This Estimate	88,930.79