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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0462 WEBB CONTRACTOR, INC./L. J.
Contract ID:	1666X
Estimate Number:	0013
Pay Period End Date:	01.10.2003

Contract Location:
STAPLEHURST SOUTHEAST	Estimate Type:	PROG
Contractor:
WEBB CONTRACTOR, INC./L. J.	Date Let:	02.07.2002
918 N 13TH ST	Date Awarded:	02.20.2002
PO BOX 386	Date Contract Executed:	03.08.2002
	Date Notice to Proceed:	03.08.2002
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
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Project Number		PCT			Fed State Project Number		Description
11666 000B		0.000			BRO-7080(19)		BRIDGES

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$348,289.39	$343,274.70	$5,014.69
$349,915.15	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$348,289.39	$343,274.70	$5,014.69
$346,761.19	Retainage	$-3,482.89	$-3,432.75	$-50.14
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
99.54%	Net Earnings	$344,806.50	$339,841.95	$4,964.55
	Liquidated Damages	-$4,680.00	-$4,680.00	$.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	$546.20	$546.20	$.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	-$4,133.80	-$4,133.80	$.00
	Payment	$340,672.70	$335,708.15	$4,964.55
Project Manager			Div. Head/Dist. Eng.
England, Jim	01.13.2003		Sklenar, Michael J	01.14.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	01.14.2003
Controller Div. Processed
Burling, Laurie	01.14.2003

		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. 20+87
0001                          L006.00	100.00	5.000	500.00
COVER CROP SEEDING	ACRE	5.000	500.00
		5.000	500.00
		0.000	0.00
0002                          0001.10	1.10	2,109.000	2,319.90
BARRICADE, TYPE III	BDAY	2,109.000	2,319.90
		2,184.000	2,402.40
		98.000	107.80
0003                          0001.30	0.95	292.000	277.40
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	292.000	277.40
		0.000	0.00
		-98.000	-93.10
0004                          0001.90	0.40	1,752.000	700.80
SIGN DAY	EACH	1,752.000	700.80
		936.000	374.40
		0.000	0.00
0005                          0030.60	20,300.00	1.000	20,300.00
MOBILIZATION	LS	1.000	20,300.00
		1.000	20,300.00
		0.000	0.00
0006                          1000.00	150.00	1.000	150.00
LARGE TREE REMOVAL	EACH	1.000	150.00
		0.000	0.00
		0.000	0.00
0007                          1009.00	2,900.00	1.000	2,900.00
GENERAL CLEARING AND GRUBBING	LS	1.000	2,900.00
		1.000	2,900.00
		0.000	0.00
0008                          1011.00	9.99	43.000	429.57
WATER	MGAL	43.000	429.57
		0.000	0.00
		0.000	0.00
0009                          1030.00	1.35	11,876.000	16,032.60
EARTHWORK MEASURED IN EMBANKMENT	CY	11,876.000	16,032.60
		11,876.000	16,032.60
		0.000	0.00
0010                          1300.24	12.46	32.000	398.72
24" DRIVEWAY CULVERT PIPE	LF	32.000	398.72
		32.000	398.72
		0.000	0.00
0011                          1300.36	22.88	34.000	777.92
36" DRIVEWAY CULVERT PIPE	LF	34.000	777.92
		34.000	777.92
		0.000	0.00
0012                          1305.24	13.56	28.000	379.68
24" ROUND EQUIVALENT DRIVEWAY CULVERT PIPE	LF	28.000	379.68
		28.000	379.68
		0.000	0.00
0013                          2021.00	50.00	1.000	50.00
MAILBOX POST	EACH	1.000	50.00
		0.000	0.00
		0.000	0.00
0014                          4040.00	101.00	2.000	202.00
REMOVE HEADWALLS FROM CULVERTS	EACH	2.000	202.00
		2.000	202.00
		0.000	0.00
0015                          4043.00	3.21	140.000	449.40
REMOVE CULVERT PIPE	LF	140.000	449.40
		36.000	115.56
		0.000	0.00
0016                          4050.01	6.99	707.000	4,941.93
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	CY	707.000	4,941.93
		707.000	4,941.93
		0.000	0.00
0017                          4300.24	14.83	198.000	2,936.34
24" CULVERT PIPE	LF	198.000	2,936.34
		198.000	2,936.34
		0.000	0.00
0018                          4305.24	15.43	36.000	555.48
24" ROUND EQUIVALENT CULVERT PIPE	LF	36.000	555.48
		36.000	555.48
		0.000	0.00
0019                          4305.60	82.50	120.000	9,900.00
60" ROUND EQUIVALENT CULVERT PIPE	LF	120.000	9,900.00
		120.000	9,900.00
		0.000	0.00
0020                          4310.24	125.12	2.000	250.24
24" FLARED-END SECTION	EACH	2.000	250.24
		2.000	250.24
		0.000	0.00
0021                          4320.24	122.00	2.000	244.00
24" ROUND EQUIVALENT FLARED-END SECTION	EACH	2.000	244.00
		2.000	244.00
		0.000	0.00
0022                          4320.60	866.41	6.000	5,198.46
60" ROUND EQUIVALENT FLARED-END SECTION	EACH	6.000	5,198.46
		6.000	5,198.46
		0.000	0.00
0023                          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
0024                          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
		0.500	1,000.00
0025                          6001.00	8,000.00	1.000	8,000.00
BENT NO.1 EXCAVATION	LS	1.000	8,000.00
		1.000	8,000.00
		0.000	0.00
0026                          6001.01	8,000.00	1.000	8,000.00
BENT NO.2 EXCAVATION	LS	1.000	8,000.00
		1.000	8,000.00
		0.500	4,000.00
0027                          6010.22	270.00	298.400	80,568.00
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	298.400	80,568.00
		298.400	80,568.00
		0.000	0.00
0028                          6010.26	290.00	200.300	58,087.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	200.300	58,087.00
		200.300	58,087.00
		0.000	0.00
0029                          6020.00	0.55	53,145.000	29,229.75
REINFORCING STEEL FOR BRIDGE	LB	53,145.000	29,229.75
		53,145.000	29,229.76
		0.000	0.00
0030                          6040.00	8,000.00	1.000	8,000.00
REMOVE STRUCTURE	EACH	1.000	8,000.00
AT STA 20+88		1.000	8,000.00
		0.000	0.00
0031                          6080.00	2.50	3,270.000	8,175.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	LB	3,270.000	8,175.00
		3,270.000	8,175.00
		0.000	0.00
0032                          6105.02	33.00	729.000	24,057.00
ROCK RIPRAP, TYPE B	TON	729.000	24,057.00
		722.170	23,831.61
		0.000	0.00
0033                          6210.12	21.00	1,950.000	40,950.00
HP 10"X42# STEEL PILING	LF	1,950.000	40,950.00
		1,950.000	40,950.00
		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
0401                          0001.99	0.68	0.000	0.00
CONTRACTOR FURNISHED SIGN DAY	EACH	500.000	340.00
		624.000	424.32
		0.000	0.00
601                           4051.12	27.32	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATIONS OF BOX CULVERTS	CY	103.000	2,813.96
GRANULAR MATERIAL FOR FOUNDATIONSGRANULAR MATERIAL FOR FOUNDATIONS		103.000	2,813.96
		0.000	0.00
GROUP 6 BRIDGE AT STA. 20+87		Contracted	346,761.19
		Current	349,915.15
		In place	348,289.38
		This Estimate	5,014.70
Totals for contract		Contracted	346,761.19
		Current	349,915.15
		In place	348,289.38
		This Estimate	5,014.70