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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0462 WEBB CONTRACTOR, INC./L. J.
Contract ID:	1587
Estimate Number:	0006
Pay Period End Date:	03.29.2003

Contract Location:
TALMAGE SOUTHEAST	Estimate Type:	PROG
Contractor:
WEBB CONTRACTOR, INC./L. J.	Date Let:	09.05.2002
918 N 13TH ST	Date Awarded:	09.24.2002
PO BOX 386	Date Contract Executed:	09.24.2002
	Date Notice to Proceed:	09.24.2002
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
NEMAHA
OTOE

Project Number		PCT			Fed State Project Number		Description
12587 000		0.000			BR-3680(6)		BRIDGE

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$405,862.95	$257,223.58	$148,639.37
$555,464.07	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$405,862.95	$257,223.58	$148,639.37
$554,971.11	Retainage	$-4,058.63	$-2,572.24	$-1,486.39
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
73.07%	Net Earnings	$401,804.32	$254,651.34	$147,152.98
	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	$401,804.32	$254,651.34	$147,152.98
Project Manager			Div. Head/Dist. Eng.
Mueller, Gerald	04.01.2003		Ruby, Richard (Rich)	04.02.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	04.03.2003
Controller Div. Processed
Burling, Laurie	04.03.2003

		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. 16+85
0001                          L006.00	125.00	3.000	375.00
COVER CROP SEEDING	ACRE	3.000	375.00
		0.000	0.00
		0.000	0.00
0002                          0001.10	1.00	3,432.000	3,432.00
BARRICADE, TYPE III	BDAY	3,432.000	3,432.00
		1,384.000	1,384.00
		280.000	280.00
0003                          0001.90	0.65	5,720.000	3,718.00
SIGN DAY	EACH	5,720.000	3,718.00
		1,038.000	674.70
		210.000	136.50
0004                          0030.60	22,000.00	1.000	22,000.00
MOBILIZATION	LS	1.000	22,000.00
		1.000	22,000.00
		0.000	0.00
0005                          1000.00	150.00	1.000	150.00
LARGE TREE REMOVAL	EACH	1.000	150.00
		8.000	1,200.00
		0.000	0.00
0006                          1009.00	4,250.00	1.000	4,250.00
GENERAL CLEARING AND GRUBBING	LS	1.000	4,250.00
		0.700	2,975.00
		0.000	0.00
0007                          1010.01	1.85	11,226.000	20,768.10
EXCAVATION (ESTABLISHED QUANTITY)	CY	11,226.000	20,768.10
		0.000	0.00
		0.000	0.00
0008                          1011.00	30.00	14.000	420.00
WATER	MGAL	14.000	420.00
		0.000	0.00
		0.000	0.00
0009                          1043.50	2.00	2,407.000	4,814.00
RIPRAP FILTER FABRIC	SY	2,407.000	4,814.00
		806.000	1,612.00
		806.000	1,612.00
0010                          1300.24	17.01	166.000	2,823.66
24" DRIVEWAY CULVERT PIPE	LF	166.000	2,823.66
		0.000	0.00
		0.000	0.00
0011                          2010.03	16.10	173.000	2,785.30
CRUSHED ROCK SURFACE COURSE	TON	173.000	2,785.30
		0.000	0.00
		0.000	0.00
0012                          4050.01	4.25	538.000	2,286.50
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	CY	538.000	2,286.50
		0.000	0.00
		0.000	0.00
0013                          4300.24	17.10	180.000	3,078.00
24" CULVERT PIPE	LF	180.000	3,078.00
		0.000	0.00
		0.000	0.00
0014                          4300.36	30.00	186.000	5,580.00
36" CULVERT PIPE	LF	186.000	5,580.00
		0.000	0.00
		0.000	0.00
0015                          4310.24	152.60	3.000	457.80
24" FLARED-END SECTION	EACH	3.000	457.80
		0.000	0.00
		0.000	0.00
0016                          4310.36	411.00	2.000	822.00
36" FLARED-END SECTION	EACH	2.000	822.00
		0.000	0.00
		0.000	0.00
0017                          6000.10	3,000.00	1.000	3,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	3,000.00
		1.000	3,000.00
		1.000	3,000.00
0018                          6000.11	3,000.00	1.000	3,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00
0019                          6000.60	11,000.00	1.000	11,000.00
PIER NO.1 EXCAVATION	LS	1.000	11,000.00
		1.000	11,000.00
		0.000	0.00
0020                          6000.61	11,000.00	1.000	11,000.00
PIER NO.2 EXCAVATION	LS	1.000	11,000.00
		1.000	11,000.00
		0.000	0.00
0021                          6005.78	900.00	12.000	10,800.00
EXPANSION BEARING, TFE TYPE	EACH	12.000	10,800.00
		12.000	10,800.00
		12.000	10,800.00
0022                          6005.83	900.00	4.000	3,600.00
FIXED BEARING	EACH	4.000	3,600.00
		4.000	3,600.00
		4.000	3,600.00
0023                          6010.22	250.00	436.900	109,225.00
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	436.900	109,225.00
		436.900	109,225.00
		76.700	19,175.00
0024                          6010.26	290.00	153.400	44,486.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	153.400	44,486.00
		0.000	0.00
		0.000	0.00
0025                          6020.00	0.55	57,465.000	31,605.75
REINFORCING STEEL FOR BRIDGE	LB	57,465.000	31,605.75
		20,367.000	11,201.86
		4,272.000	2,349.60
0026                          6040.00	7,000.00	1.000	7,000.00
REMOVE STRUCTURE	EACH	1.000	7,000.00
AT STA. 16+89		1.000	7,000.00
		0.000	0.00
0027                          6071.12	75,000.00	1.000	75,000.00
STEEL SUPERSTRUCTURE	LS	1.000	75,000.00
AT STA. 16+85		1.000	75,000.00
		1.000	75,000.00
0028                          6080.00	3.00	3,860.000	11,580.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	LB	3,860.000	11,580.00
		3,374.000	10,122.00
		1,750.000	5,250.00
0029                          6105.02	24.00	2,221.000	53,304.00
ROCK RIPRAP, TYPE B	TON	2,221.000	53,304.00
		1,132.710	27,185.04
		1,132.710	27,185.04
0030                          6210.14	22.00	3,080.000	67,760.00
HP 12"X53# STEEL PILING	LF	3,080.000	67,760.00
		3,080.000	67,760.00
		0.000	0.00
0031                          6310.00	11.00	2,350.000	25,850.00
STEEL SHEET PILING	SF	2,350.000	25,850.00
		2,350.000	25,850.00
		0.000	0.00
0032                          7020.00	1,000.00	4.000	4,000.00
BRIDGE APPROACH SECTIONS	EACH	4.000	4,000.00
		0.000	0.00
		0.000	0.00
0033                          7021.48	1,250.00	4.000	5,000.00
MELT, TYPE I	EACH	4.000	5,000.00
		0.000	0.00
		0.000	0.00
4001                          0001.99	0.79	0.000	0.00
CONTRACTOR FURNISHED SIGN DAY	EACH	624.000	492.96
Contractor Furnished Sign Day		346.000	273.34
		318.000	251.22
GROUP 6 BRIDGE AT STA. 16+85		Contracted	554,971.11
		Current	555,464.07
		In place	405,862.94
		This Estimate	148,639.36
Totals for contract		Contracted	554,971.11
		Current	555,464.07
		In place	405,862.94
		This Estimate	148,639.36