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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	1742 HERBST CONSTRUCTION, INC.
Contract ID:	1775
Estimate Number:	0002
Pay Period End Date:	08.30.2003

Contract Location:
WYMORE SOUTHEAST	Estimate Type:	PROG
Contractor:
HERBST CONSTRUCTION, INC.	Date Let:	04.17.2003
16022 HWY 75	Date Awarded:	05.05.2003
PO BOX 728	Date Contract Executed:	06.02.2003
	Date Notice to Proceed:	06.02.2003
LE MARS IA 51031-0728	Date Work Began:
Phone:	Date Physical Work Completed:
(712)546-5653	Date Accepted:
Escrow Agent:
Surety Co:
MERCHANTS BONDING COMPANY (MUTUAL)

Counties
GAGE

Project Number		PCT			Fed State Project Number		Description
11775 000B		0.000			BRO-7034(17)		BRIDGE

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$117,446.04	$59,969.82	$57,476.22
$304,486.96	Stockpiled Materials	$3,954.90	$.00	$3,954.90
Original Contract Amt	Gross Earnings	$121,400.94	$59,969.82	$61,431.12
$302,579.75	Retainage	$-1,174.46	$-599.70	$-574.76
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
38.57%	Net Earnings	$120,226.48	$59,370.12	$60,856.36
	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	$120,226.48	$59,370.12	$60,856.36
Project Manager			Project Engineer
Fluckey, Dustin	09.03.2003		Vandegrift, Allen	09.03.2003
Div. Head/Dist. Eng.			Constr. Estimate Eng.
Sklenar, Michael J	09.03.2003		Bartos, Steve	09.03.2003
Controller Div. Processed
Burling, Laurie	09.03.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0002
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0023	6020.00	REINFORCING STEEL FOR BRIDGE
		S.P. Initial Payment	5,186.50	540272
		Buy America
		S.P. Adjustment	-1,231.60	540272
		Buy America
		Total for estimate 0002:	3,954.90
		Total remaining for contract:	3,954.90

			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 36+93
0001                          0001.10	1.60	1,320.000	2,112.00
BARRICADE, TYPE III	BDAY	1,320.000	2,112.00
		555.000	888.00
		275.000	440.00
0002                          0001.90	0.50	1,320.000	660.00
SIGN DAY	EACH	1,320.000	660.00
		103.000	51.50
		43.000	21.50
0003                          0001.99	1.60	660.000	1,056.00
CONTRACTOR FURNISHED SIGN DAY	EACH	660.000	1,056.00
		169.000	270.40
		89.000	142.40
0004                          0030.60	30,000.00	1.000	30,000.00
MOBILIZATION	LS	1.000	30,000.00
		0.500	15,000.00
		0.000	0.00
0005                          1000.00	300.00	1.000	300.00
LARGE TREE REMOVAL	EACH	1.000	300.00
		5.000	1,500.00
		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                          1010.01	1.75	10,571.000	18,499.25
EXCAVATION (ESTABLISHED QUANTITY)	CY	10,571.000	18,499.25
		0.000	0.00
		0.000	0.00
0008                          1011.00	8.00	13.000	104.00
WATER	MGAL	13.000	104.00
		0.000	0.00
		0.000	0.00
0009                          1300.18	11.00	28.000	308.00
18" DRIVEWAY CULVERT PIPE	LF	28.000	308.00
		0.000	0.00
		0.000	0.00
0010                          4043.00	7.00	51.000	357.00
REMOVE CULVERT PIPE	LF	51.000	357.00
		51.000	357.00
		0.000	0.00
0011                          4050.01	5.00	243.000	1,215.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	CY	243.000	1,215.00
		0.000	0.00
		0.000	0.00
0012                          4300.24	16.00	178.000	2,848.00
24" CULVERT PIPE	LF	178.000	2,848.00
		0.000	0.00
		0.000	0.00
0013                          4300.30	23.00	68.000	1,564.00
30" CULVERT PIPE	LF	68.000	1,564.00
		0.000	0.00
		0.000	0.00
0014                          4310.24	100.00	4.000	400.00
24" FLARED-END SECTION	EACH	4.000	400.00
		0.000	0.00
		0.000	0.00
0015                          4310.30	200.00	1.000	200.00
30" FLARED-END SECTION	EACH	1.000	200.00
		0.000	0.00
		0.000	0.00
0016                          6000.10	6,000.00	1.000	6,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	6,000.00
		1.000	6,000.00
		0.000	0.00
0017                          6000.11	6,000.00	1.000	6,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	6,000.00
		1.000	6,000.00
		0.000	0.00
0018                          6005.78	900.00	4.000	3,600.00
EXPANSION BEARING, TFE TYPE	EACH	4.000	3,600.00
		0.000	0.00
		0.000	0.00
0019                          6005.83	900.00	4.000	3,600.00
FIXED BEARING	EACH	4.000	3,600.00
		0.000	0.00
		0.000	0.00
0020                          6010.22	425.00	96.200	40,885.00
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	96.200	40,885.00
		72.800	30,940.00
		72.800	30,940.00
0021                          6010.26	400.00	85.500	34,200.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	85.500	34,200.00
		0.000	0.00
		0.000	0.00
0022                          6011.11	54,000.00	1.000	54,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	54,000.00
36+93		0.000	0.00
		0.000	0.00
0023                          6020.00	0.50	22,275.000	11,137.50
REINFORCING STEEL FOR BRIDGE	LB	22,275.000	11,137.50
		5,270.000	2,635.00
		5,270.000	2,635.00
0024                          6040.00	15,000.00	1.000	15,000.00
REMOVE STRUCTURE	EACH	1.000	15,000.00
AT STA. 37+01		1.000	15,000.00
		0.000	0.00
0025                          6080.00	3.50	2,240.000	7,840.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	LB	2,240.000	7,840.00
		1,800.000	6,300.00
		1,800.000	6,300.00
0026                          6095.00	450.00	3.000	1,350.00
STEEL DIAPHRAGM	EACH	3.000	1,350.00
		0.000	0.00
		0.000	0.00
0027                          6105.02	29.00	493.000	14,297.00
ROCK RIPRAP, TYPE B	TON	493.000	14,297.00
		0.000	0.00
		0.000	0.00
0028                          6210.14	21.00	455.000	9,555.00
HP 12"X53# STEEL PILING	LF	455.000	9,555.00
		486.660	10,219.86
		105.000	2,205.00
0029                          6310.00	12.00	1,716.000	20,592.00
STEEL SHEET PILING	SF	1,716.000	20,592.00
		1,600.172	19,202.06
		1,100.842	13,210.10
0030                          7020.00	1,250.00	4.000	5,000.00
BRIDGE APPROACH SECTIONS	EACH	4.000	5,000.00
		0.000	0.00
		0.000	0.00
0031                          7021.47	1,350.00	4.000	5,400.00
MELT	EACH	4.000	5,400.00
		0.000	0.00
		0.000	0.00
0032                          L006.00	500.00	3.000	1,500.00
COVER CROP SEEDING	ACRE	3.000	1,500.00
		0.000	0.00
		0.000	0.00
4001                          6210.34	12.60	0.000	0.00
PAY CUT-OFF FOR 12"X53# STEEL PILING	LF	3.340	42.08
		3.340	42.08
		3.340	42.08
4002                          6310.15	7.20	0.000	0.00
PAY CUT-OFF FOR STEEL SHEET PILING	SF	111.824	805.13
		111.824	805.13
		111.824	805.13
4003                          6210.44	105.00	0.000	0.00
HP 12"X53#, PILE SPLICE	EACH	7.000	735.00
		7.000	735.00
		7.000	735.00
4004                          6970.00	325.00	0.000	0.00
FREIGHT	LS	1.000	325.00
		0.000	0.00
		0.000	0.00
GROUP 6 BRIDGE AT STA 36+93		Contracted	302,579.75
		Current	304,486.97
		In place	117,446.03
		This Estimate	57,476.21
Totals for contract		Contracted	302,579.75
		Current	304,486.97
		In place	117,446.03
		This Estimate	57,476.21