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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0462 WEBB CONTRACTOR, INC./L. J.
Contract ID:	1032X
Estimate Number:	0002
Pay Period End Date:	05.18.2002

Contract Location:
NEBRASKA CITY SOUTHEAST	Estimate Type:	PROG
Contractor:
WEBB CONTRACTOR, INC./L. J.	Date Let:	02.07.2002
N HIGHWAY 81	Date Awarded:	02.28.2002
PO BOX 386	Date Contract Executed:	03.12.2002
	Date Notice to Proceed:	03.12.2002
GENEVA NE 68361-0386	Date Work Began:	05.06.2002
Phone:	Date Physical Work Completed:
(402)759-4160	Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY

Counties
OTOE

Project Number		PCT			Fed State Project Number		Description
12032 000		0.000			BRO-7066(23)		GR CONC PAVE BR GDRL

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$75,114.92	$3,380.00	$71,734.92
$461,388.33	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$75,114.92	$3,380.00	$71,734.92
$461,072.33	Retainage	$-751.15	$-33.80	$-717.35
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
16.28%	Net Earnings	$74,363.77	$3,346.20	$71,017.57
	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	$74,363.77	$3,346.20	$71,017.57
Project Manager			Div. Head/Dist. Eng.
Preble, Rodger	05.20.2002		Sklenar, Michael J	05.21.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	05.21.2002
Controller Div. Processed
Burling, Laurie	05.21.2002

		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 1 GRADING
0001                          L006.00	123.50	3.500	432.25
COVER CROP SEEDING	ha	3.500	432.25
		0.000	0.00
		0.000	0.00
0002                          0030.10	2,000.00	1.000	2,000.00
MOBILIZATION	LS	1.000	2,000.00
		0.500	1,000.00
		0.000	0.00
0003                          1000.00	85.00	100.000	8,500.00
LARGE TREE REMOVAL	EACH	100.000	8,500.00
		18.000	1,530.00
		0.000	0.00
0004                          1009.00	2,500.00	1.000	2,500.00
GENERAL CLEARING AND GRUBBING	LS	1.000	2,500.00
		0.340	850.00
		0.000	0.00
0005                          1010.01	1.25	22,178.000	27,722.50
EXCAVATION (ESTABLISHED QUANTITY)	m3	22,178.000	27,722.50
		0.000	0.00
		0.000	0.00
0006                          1011.00	1.50	540.000	810.00
WATER	kL	540.000	810.00
		0.000	0.00
		0.000	0.00
0007                          1101.00	3.42	134.000	458.28
REMOVE PAVEMENT	m2	134.000	458.28
		0.000	0.00
		0.000	0.00
0008                          1300.30	60.00	16.000	960.00
750 mm DRIVEWAY CULVERT PIPE	m	16.000	960.00
		0.000	0.00
		0.000	0.00
0009                          1300.36	75.00	27.000	2,025.00
900 mm DRIVEWAY CULVERT PIPE	m	27.000	2,025.00
		0.000	0.00
		0.000	0.00
0010                          1300.48	120.50	14.000	1,687.00
1200 mm DRIVEWAY CULVERT PIPE	m	14.000	1,687.00
		0.000	0.00
		0.000	0.00
GROUP 1 GRADING		Contracted	47,095.03
		Current	47,095.03
		In place	3,380.00
		This Estimate	0.00
GROUP 3 CONCRETE PAVEMENT
0011                          L001.01	1,283.50	3.500	4,492.25
SEEDING, TYPE A	ha	3.500	4,492.25
		0.000	0.00
		0.000	0.00
0012                          L032.75	75.00	17.500	1,312.50
MULCH	Mg	17.500	1,312.50
		0.000	0.00
		0.000	0.00
0013                          0030.30	3,900.00	1.000	3,900.00
MOBILIZATION	LS	1.000	3,900.00
		0.000	0.00
		0.000	0.00
0014                          2009.51	375.00	6.703	2,513.63
CRUSHED ROCK EMBEDMENT	StaM	6.703	2,513.63
		0.000	0.00
		0.000	0.00
0015                          2010.03	15.07	372.000	5,606.04
CRUSHED ROCK SURFACE COURSE	Mg	372.000	5,606.04
		0.000	0.00
		0.000	0.00
0016                          3008.05	7.50	34.000	255.00
TIE BARS	EACH	34.000	255.00
		0.000	0.00
		0.000	0.00
0017                          3070.12	325.00	0.452	146.90
CONCRETE FOR HEADERS, CLASS 47B-25	m3	0.452	146.90
		0.000	0.00
		0.000	0.00
0018                          3075.31	43.50	354.000	15,399.00
205 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	354.000	15,399.00
		0.000	0.00
		0.000	0.00
0019                          8029.04	12.50	354.000	4,425.00
AGGREGATE FOUNDATION COURSE 100 mm	m2	354.000	4,425.00
		0.000	0.00
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	38,050.32
		Current	38,050.32
		In place	0.00
		This Estimate	0.00
GROUP 4 CULVERTS
0020                          0030.40	500.00	1.000	500.00
MOBILIZATION	LS	1.000	500.00
		0.000	0.00
		0.000	0.00
0021                          4035.25	120.00	4.000	480.00
REMOVE AND SALVAGE FLARED-END SECTION	EACH	4.000	480.00
		0.000	0.00
		0.000	0.00
0022                          4043.00	40.00	43.100	1,724.00
REMOVE CULVERT PIPE	m	43.100	1,724.00
		0.000	0.00
		0.000	0.00
0023                          4050.01	15.00	560.000	8,400.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	560.000	8,400.00
		0.000	0.00
		0.000	0.00
0024                          4300.30	89.00	40.700	3,622.30
750 mm CULVERT PIPE	m	40.700	3,622.30
		0.000	0.00
		0.000	0.00
0025                          4300.36	102.00	52.300	5,334.60
900 mm CULVERT PIPE	m	52.300	5,334.60
		0.000	0.00
		0.000	0.00
0026                          4300.42	139.00	20.800	2,891.20
1050 mm CULVERT PIPE	m	20.800	2,891.20
		0.000	0.00
		0.000	0.00
0027                          4300.48	148.00	23.300	3,448.40
1200 mm CULVERT PIPE	m	23.300	3,448.40
		0.000	0.00
		0.000	0.00
0028                          4310.30	300.00	2.000	600.00
750 mm FLARED-END SECTION	EACH	2.000	600.00
		0.000	0.00
		0.000	0.00
0029                          4310.36	400.00	3.000	1,200.00
900 mm FLARED-END SECTION	EACH	3.000	1,200.00
		0.000	0.00
		0.000	0.00
0030                          4310.42	650.00	1.000	650.00
1050 mm FLARED-END SECTION	EACH	1.000	650.00
		0.000	0.00
		0.000	0.00
0031                          4310.48	750.00	1.000	750.00
1200 mm FLARED-END SECTION	EACH	1.000	750.00
		0.000	0.00
		0.000	0.00
0032                          4350.96	508.00	37.700	19,151.60
2400 mm CORRUGATED METAL PIPE	m	37.700	19,151.60
		0.000	0.00
		0.000	0.00
GROUP 4 CULVERTS		Contracted	48,752.10
		Current	48,752.10
		In place	0.00
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 24+80
0033                          0030.60	24,000.00	1.000	24,000.00
MOBILIZATION	LS	1.000	24,000.00
		1.000	24,000.00
		1.000	24,000.00
0034                          1043.50	3.00	1,347.000	4,041.00
RIPRAP FILTER FABRIC	m2	1,347.000	4,041.00
		0.000	0.00
		0.000	0.00
0035                          6000.10	2,000.00	1.000	2,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,000.00
		0.000	0.00
		0.000	0.00
0036                          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
		1.000	2,000.00
0037                          6001.50	6,000.00	1.000	6,000.00
BENT NO.1 EXCAVATION	LS	1.000	6,000.00
		0.000	0.00
		0.000	0.00
0038                          6001.51	6,000.00	1.000	6,000.00
BENT NO.2 EXCAVATION	LS	1.000	6,000.00
		1.000	6,000.00
		1.000	6,000.00
0039                          6010.22	366.22	214.000	78,371.08
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	214.000	78,371.08
		39.650	14,520.62
		39.650	14,520.62
0040                          6010.26	392.39	139.300	54,659.93
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	139.300	54,659.93
		0.000	0.00
		0.000	0.00
0041                          6020.00	1.19	22,575.000	26,864.25
REINFORCING STEEL FOR BRIDGE	kg	22,575.000	26,864.25
		972.500	1,157.28
		972.500	1,157.28
0042                          6040.00	8,000.00	1.000	8,000.00
REMOVE STRUCTURE	EACH	1.000	8,000.00
AT STA. 24+76		0.000	0.00
		0.000	0.00
0043                          6080.00	6.09	1,740.000	10,596.60
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	1,740.000	10,596.60
		230.000	1,400.70
		230.000	1,400.70
0044                          6105.02	25.35	1,244.000	31,535.40
ROCK RIPRAP, TYPE B	Mg	1,244.000	31,535.40
		0.000	0.00
		0.000	0.00
0045                          6210.12	72.18	642.600	46,382.87
HP 250 mm X 62 kg STEEL PILING	m	642.600	46,382.87
		312.080	22,525.93
		312.080	22,525.93
GROUP 6 BRIDGE AT STA. 24+80		Contracted	300,451.13
		Current	300,451.13
		In place	71,604.53
		This Estimate	71,604.53
GROUP 7 GUARDRAIL
0046                          0030.70	200.00	1.000	200.00
MOBILIZATION	LS	1.000	200.00
		0.000	0.00
		0.000	0.00
0047                          7020.00	950.00	4.000	3,800.00
BRIDGE APPROACH SECTIONS	EACH	4.000	3,800.00
		0.000	0.00
		0.000	0.00
0048                          7021.45	950.00	4.000	3,800.00
BREAKAWAY CABLE TERMINAL	EACH	4.000	3,800.00
		0.000	0.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	7,800.00
		Current	7,800.00
		In place	0.00
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0049                          0001.10	0.53	21,316.000	11,297.48
BARRICADE, TYPE III	BDAY	21,316.000	11,297.48
		78.000	41.34
		78.000	41.34
0050                          0001.30	2.10	292.000	613.20
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	292.000	613.20
		26.000	54.60
		26.000	54.60
0051                          0001.90	0.53	2,336.000	1,238.08
SIGN DAY	EACH	2,336.000	1,238.08
		65.000	34.45
		65.000	34.45
0052                          0030.00	5,775.00	1.000	5,775.00
MOBILIZATION	LS	1.000	5,775.00
		0.000	0.00
		0.000	0.00
4001                          0001.99	0.79	0.000	0.00
CONTRACTOR FURNISHED SIGN DAY	EACH	400.000	316.00
Contractor Furnished Sign		0.000	0.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	18,923.76
		Current	19,239.76
		In place	130.39
		This Estimate	130.39
Totals for contract		Contracted	461,072.33
		Current	461,388.33
		In place	75,114.92
		This Estimate	71,734.92