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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	1742 HERBST CONSTRUCTION, INC.
Contract ID:	1369
Estimate Number:	0005
Pay Period End Date:	06.15.2002

Contract Location:
PRAGUE SOUTHEAST	Estimate Type:	PROG
Contractor:
HERBST CONSTRUCTION, INC.	Date Let:	03.18.2002
16022 HWY 75	Date Awarded:	02.14.2002
PO BOX 728	Date Contract Executed:	03.06.2002
	Date Notice to Proceed:	03.06.2002
LE MARS IA 51031-0728	Date Work Began:	03.18.2002
Phone:	Date Physical Work Completed:
(712)546-5653	Date Accepted:
Escrow Agent:
Surety Co:
MERCHANTS BONDING COMPANY (MUTUAL)

Counties
SAUNDERS

Project Number		PCT			Fed State Project Number		Description
12369 000B		0.000			BRO-7078(19)		BRIDGE

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$291,363.00	$286,005.27	$5,357.73
$295,003.80	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$291,363.00	$286,005.27	$5,357.73
$294,508.60	Retainage	$-2,913.63	$-2,860.05	$-53.58
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
98.77%	Net Earnings	$288,449.37	$283,145.22	$5,304.15
	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	$18.97	$17.77	$1.20
	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	$18.97	$17.77	$1.20
	Payment	$288,468.34	$283,162.99	$5,305.35
Project Manager			Div. Head/Dist. Eng.
Sanburn, Bob	06.18.2002		Sklenar, Michael J	06.19.2002
Constr. Estimate Eng.			Materials Eng.
Henrichson, Roger	06.19.2002
Controller Div. Processed
Burling, Laurie	06.20.2002

		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 6 BRIDGE AT STA. 11+61.0
0001                          0001.10	1.30	1,770.000	2,301.00
BARRICADE, TYPE III	BDAY	1,770.000	2,301.00
		738.000	959.40
		126.000	163.80
0002                          0001.30	0.90	236.000	212.40
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	236.000	212.40
		164.000	147.60
		28.000	25.20
0003                          0001.90	0.30	1,534.000	460.20
SIGN DAY	EACH	1,534.000	460.20
		246.000	73.80
		42.000	12.60
0004                          0030.60	25,000.00	1.000	25,000.00
MOBILIZATION	LS	1.000	25,000.00
		1.000	25,000.00
		0.000	0.00
0005                          1010.01	4.00	785.000	3,140.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	785.000	3,140.00
		785.000	3,140.00
		85.000	340.00
0006                          6000.10	4,000.00	1.000	4,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	4,000.00
		1.000	4,000.00
		0.000	0.00
0007                          6000.11	4,000.00	1.000	4,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	4,000.00
		1.000	4,000.00
		0.000	0.00
0008                          6001.00	6,000.00	1.000	6,000.00
BENT NO.1 EXCAVATION	LS	1.000	6,000.00
		1.000	6,000.00
		0.000	0.00
0009                          6001.01	6,000.00	1.000	6,000.00
BENT NO.2 EXCAVATION	LS	1.000	6,000.00
		1.000	6,000.00
		0.000	0.00
0010                          6010.22	340.00	99.500	33,830.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	99.500	33,830.00
		99.500	33,830.00
		0.000	0.00
0011                          6010.26	355.00	161.800	57,439.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	161.800	57,439.00
		161.800	57,439.00
		11.170	3,965.35
0012                          6020.00	1.00	24,907.000	24,907.00
REINFORCING STEEL FOR BRIDGE	kg	24,907.000	24,907.00
		24,907.000	24,907.00
		311.500	311.50
0013                          6040.00	20,000.00	1.000	20,000.00
REMOVE STRUCTURE	EACH	1.000	20,000.00
AT STA. 11+62.64		1.000	20,000.00
		0.000	0.00
0014                          6080.00	4.75	1,716.000	8,151.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	1,716.000	8,151.00
		1,716.000	8,151.00
		0.000	0.00
0015                          6105.02	28.00	918.000	25,704.00
ROCK RIPRAP, TYPE B	Mg	918.000	25,704.00
		918.000	25,704.00
		18.000	504.00
0016                          6210.50	83.00	473.200	39,275.60
PIPE PILING	m	473.200	39,275.60
		529.390	43,939.37
		0.000	0.00
0017                          6310.00	122.00	212.200	25,888.40
STEEL SHEET PILING	m2	212.200	25,888.40
		212.200	25,888.40
		0.000	0.00
0018                          7020.00	1,050.00	4.000	4,200.00
BRIDGE APPROACH SECTIONS	EACH	4.000	4,200.00
		0.000	0.00
		0.000	0.00
0019                          7021.45	1,000.00	4.000	4,000.00
BREAKAWAY CABLE TERMINAL	EACH	4.000	4,000.00
		0.000	0.00
		0.000	0.00
4001                          0001.99	0.84	0.000	0.00
CONTRACTOR FURNISHED SIGN DAY	EACH	252.000	211.68
		246.000	206.64
		42.000	35.28
6001                          6210.61	166.00	0.000	0.00
PILE SPLICE	EACH	1.000	166.00
		10.000	1,660.00
		0.000	0.00
6002                          6210.60	49.80	0.000	0.00
PAY CUT-OFF FOR PIPE PILE	m	2.360	117.53
		6.360	316.73
		0.000	0.00
GROUP 6 BRIDGE AT STA. 11+61.0		Contracted	294,508.60
		Current	295,003.81
		In place	291,362.94
		This Estimate	5,357.73
Totals for contract		Contracted	294,508.60
		Current	295,003.81
		In place	291,362.94
		This Estimate	5,357.73