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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0462 WEBB CONTRACTOR, INC./L. J.
Contract ID:	1111X
Estimate Number:	0003
Pay Period End Date:	08.02.2003

Contract Location:
HUMBOLDT NORTHWEST	Estimate Type:	PROG
Contractor:
WEBB CONTRACTOR, INC./L. J.	Date Let:	12.19.2002
918 N 13TH ST	Date Awarded:	01.03.2003
PO BOX 386	Date Contract Executed:	01.21.2003
	Date Notice to Proceed:	01.21.2003
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
RICHARDSON

Project Number		PCT			Fed State Project Number		Description
12111 000		0.000			BRO-7074(17)		BRIDGE

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$74,645.45	$16,124.00	$58,521.45
$386,467.93	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$74,645.45	$16,124.00	$58,521.45
$384,584.97	Retainage	$-746.45	$-161.24	$-585.21
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
19.31%	Net Earnings	$73,899.00	$15,962.76	$57,936.24
	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	$73,899.00	$15,962.76	$57,936.24
Project Manager			Div. Head/Dist. Eng.
Hitzeman, Don	08.13.2003		Sklenar, Michael J	08.15.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	08.15.2003
Controller Div. Processed
Burling, Laurie	08.18.2003

		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. 8+84
0001                          0001.10	1.00	2,295.000	2,295.00
BARRICADE, TYPE III	BDAY	2,295.000	2,295.00
		372.000	372.00
		168.000	168.00
0002                          0001.90	0.50	2,142.000	1,071.00
SIGN DAY	EACH	2,142.000	1,071.00
		272.000	136.00
		112.000	56.00
0003                          0001.98	1.00	1,071.000	1,071.00
CONTRACTOR FURNISHED SIGN	EACH	1,071.000	1,071.00
		68.000	68.00
		28.000	28.00
0004                          0030.60	23,000.00	1.000	23,000.00
MOBILIZATION	LS	1.000	23,000.00
		1.000	23,000.00
		1.000	23,000.00
0005                          1000.00	150.00	1.000	150.00
LARGE TREE REMOVAL	EACH	1.000	150.00
		2.000	300.00
		0.000	0.00
0006                          1009.00	3,000.00	1.000	3,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	3,000.00
		0.500	1,500.00
		0.000	0.00
0007                          1011.00	15.00	279.000	4,185.00
WATER	kL	279.000	4,185.00
		0.000	0.00
		0.000	0.00
0008                          1030.00	2.80	7,981.000	22,346.80
EARTHWORK MEASURED IN EMBANKMENT	m3	7,981.000	22,346.80
		0.000	0.00
		0.000	0.00
0009                          1043.50	2.40	978.000	2,347.20
RIPRAP FILTER FABRIC	m2	978.000	2,347.20
		0.000	0.00
		0.000	0.00
0010                          2009.51	375.00	4.717	1,768.87
CRUSHED ROCK EMBEDMENT	StaM	4.717	1,768.87
		0.000	0.00
		0.000	0.00
0011                          2010.03	16.07	408.000	6,556.56
CRUSHED ROCK SURFACE COURSE	Mg	408.000	6,556.56
		0.000	0.00
		0.000	0.00
0012                          4045.00	500.00	1.000	500.00
REMOVE STRUCTURE	EACH	1.000	500.00
AT STA. 8+35.4 LT.		0.000	0.00
		0.000	0.00
0013                          4050.01	3.00	1,010.000	3,030.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	1,010.000	3,030.00
		0.000	0.00
		0.000	0.00
0014                          4300.30	85.00	51.700	4,394.50
750 mm CULVERT PIPE	m	51.700	4,394.50
		0.000	0.00
		0.000	0.00
0015                          4300.36	98.00	21.000	2,058.00
900 mm CULVERT PIPE	m	21.000	2,058.00
		0.000	0.00
		0.000	0.00
0016                          4300.48	190.00	78.200	14,858.00
1200 mm CULVERT PIPE	m	78.200	14,858.00
		0.000	0.00
		0.000	0.00
0017                          4310.30	258.00	1.000	258.00
750 mm FLARED-END SECTION	EACH	1.000	258.00
		0.000	0.00
		0.000	0.00
0018                          4310.36	410.00	2.000	820.00
900 mm FLARED-END SECTION	EACH	2.000	820.00
		0.000	0.00
		0.000	0.00
0019                          4310.48	1,100.00	3.000	3,300.00
1200 mm FLARED-END SECTION	EACH	3.000	3,300.00
		0.000	0.00
		0.000	0.00
0020                          6000.10	2,500.00	1.000	2,500.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,500.00
		1.000	2,500.00
		1.000	2,500.00
0021                          6000.11	2,500.00	1.000	2,500.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,500.00
		0.000	0.00
		0.000	0.00
0022                          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
0023                          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
0024                          6010.22	379.30	174.900	66,339.57
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	174.900	66,339.57
		43.450	16,480.59
		43.450	16,480.59
0025                          6010.26	359.69	224.000	80,570.56
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	224.000	80,570.56
		0.000	0.00
		0.000	0.00
0026                          6020.00	1.21	28,560.000	34,557.60
REINFORCING STEEL FOR BRIDGE	kg	28,560.000	34,557.60
		1,100.000	1,331.00
		1,100.000	1,331.00
0027                          6040.00	10,000.00	1.000	10,000.00
REMOVE STRUCTURE	EACH	1.000	10,000.00
AT STA. 8+89.5		0.900	9,000.00
		0.000	0.00
0028                          6080.00	5.51	1,260.000	6,942.60
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	1,260.000	6,942.60
		328.000	1,807.28
		328.000	1,807.28
0029                          6105.02	28.66	908.000	26,023.28
ROCK RIPRAP, TYPE B	Mg	908.000	26,023.28
		0.000	0.00
		0.000	0.00
0030                          6210.50	85.30	441.400	37,651.42
PIPE PILING	m	441.400	37,651.42
		133.170	11,359.40
		133.170	11,359.40
0031                          7020.00	1,240.00	4.000	4,960.00
BRIDGE APPROACH SECTIONS	EACH	4.000	4,960.00
		0.000	0.00
		0.000	0.00
0032                          7021.47	1,220.00	4.000	4,880.00
MELT	EACH	4.000	4,880.00
		0.000	0.00
		0.000	0.00
0033                          L006.00	325.00	2.000	650.00
COVER CROP SEEDING	ha	2.000	650.00
		0.000	0.00
		0.000	0.00
6001                          2017.01	25.28	0.000	0.00
CRUSHED ROCK	m3	7.000	176.96
Crushed Rock for Bridge Bent Foundation Footings		3.370	85.19
		3.370	85.19
6002                          6210.61	426.50	0.000	0.00
PILE SPLICE	EACH	4.000	1,706.00
Pipe Piling Splice		4.000	1,706.00
		4.000	1,706.00
GROUP 6 BRIDGE AT STA. 8+84		Contracted	384,584.96
		Current	386,467.92
		In place	74,645.46
		This Estimate	58,521.46
Totals for contract		Contracted	384,584.96
		Current	386,467.92
		In place	74,645.46
		This Estimate	58,521.46