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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	1742 HERBST CONSTRUCTION, INC.
Contract ID:	1256
Estimate Number:	0017
Pay Period End Date:	03.15.2002

Contract Location:
REYNOLDS SOUTH	Estimate Type:	PROG
Contractor:
HERBST CONSTRUCTION, INC.	Date Let:	03.29.2001
16022 HWY 75	Date Awarded:	04.16.2001
PO BOX 728	Date Contract Executed:	05.11.2001
	Date Notice to Proceed:	07.16.2001
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
JEFFERSON

Project Number		PCT			Fed State Project Number		Description
12256 000		0.000			BR-2985(7)		CONCPAVE BR GDRL

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$462,292.82	$433,972.27	$28,320.55
$453,664.32	Stockpiled Materials	$-.01	$-.01	$.00
Original Contract Amt	Gross Earnings	$462,292.81	$433,972.26	$28,320.55
$451,721.50	Retainage	$-4,622.93	$-4,339.73	$-283.20
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
101.90%	Net Earnings	$457,669.88	$429,632.53	$28,037.35
	Liquidated Damages	-$7,224.00	-$6,622.00	-$602.00
	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	-$7,224.00	-$6,622.00	-$602.00
	Payment	$450,445.88	$423,010.53	$27,435.35
Project Manager			Div. Head/Dist. Eng.
Kuper, Melvin	03.15.2002		Sklenar, Michael J	03.18.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	03.18.2002
Controller Div. Processed
Burling, Laurie	03.18.2002

		Detailed breakdown of stockpiled materials
Est Nbr:	0004
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0024	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Initial Payment	4,525.00	0-216-C
		substructure steel
		Total for estimate 0004:	4,525.00
Est Nbr:	0005
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0026	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	8,191.05	464535
		Epoxy Coated Re-Steel
0027	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Initial Payment	16,008.18	0-216-C
		HP 250 X 62 Steel Piling
		Total for estimate 0005:	24,199.23
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0027	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Adjustment	-10,992.95	0-216-C
		HP 250 X 62 Steel Piling
		Total for estimate 0006:	-10,992.95
Est Nbr:	0007
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0024	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Adjustment	-4,171.00	0-216-C
		substructure steel
0026	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-797.81	464535
		Epoxy Coated Re-Steel
		Total for estimate 0007:	-4,968.81
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0027	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Adjustment	-5,015.23	0-216-C
		HP 250 X 62 Steel Piling
		Total for estimate 0008:	-5,015.23
Est Nbr:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0026	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-948.17	464535
		Epoxy Coated Re-Steel
		Total for estimate 0009:	-948.17
Est Nbr:	0010
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0024	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Adjustment	-354.00	0-216-C
		substructure steel
0026	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,807.35	464535
		Epoxy Coated Re-Steel
		Total for estimate 0010:	-2,161.35
Est Nbr:	0015
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0026	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-4,637.73	464535
		Epoxy Coated Re-Steel
		Total for estimate 0015:	-4,637.73
		Total remaining for contract:	-0.01

			1. Contracted
			2. Current
			3. To date
Item Nbr        Item Code	Unit Price		4. This Est
Item Description	Units	Qty	Amount
GROUP 3 CONCRETE PAVEMENT
0001                          L006.00	1,500.00	1.500	2,250.00
COVER CROP SEEDING	ha	1.500	2,250.00
		1.500	2,250.00
		0.000	0.00
0002                          0030.30	6,000.00	1.000	6,000.00
MOBILIZATION	LS	1.000	6,000.00
		1.000	6,000.00
		0.000	0.00
0003                          1009.00	4,000.00	1.000	4,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	4,000.00
		1.000	4,000.00
		0.000	0.00
0004                          1010.01	6.00	3,637.000	21,822.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	3,637.000	21,822.00
		3,637.000	21,822.00
		0.000	0.00
0005                          1011.00	6.00	45.000	270.00
WATER	kL	45.000	270.00
		0.000	0.00
		0.000	0.00
0006                          1102.00	2.75	910.000	2,502.50
REMOVE ASPHALT SURFACE	m2	910.000	2,502.50
		910.000	2,502.50
		0.000	0.00
0007                          3075.31	52.00	737.000	38,324.00
205 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	0.000	0.00
		0.000	0.00
		0.000	0.00
0008                          4050.01	9.00	305.000	2,745.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	305.000	2,745.00
		305.000	2,745.00
		0.000	0.00
0009                          4300.24	72.00	32.500	2,340.00
600 mm CULVERT PIPE	m	32.500	2,340.00
		32.500	2,340.00
		0.000	0.00
0010                          4300.30	80.00	48.000	3,840.00
750 mm CULVERT PIPE	m	48.000	3,840.00
		48.000	3,840.00
		0.000	0.00
0011                          4310.24	250.00	1.000	250.00
600 mm FLARED-END SECTION	EACH	1.000	250.00
		1.000	250.00
		0.000	0.00
0012                          4310.30	275.00	2.000	550.00
750 mm FLARED-END SECTION	EACH	2.000	550.00
		2.000	550.00
		0.000	0.00
4004                          3075.31	50.48	0.000	0.00
205 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	737.000	37,203.76
(Revised)		936.800	47,289.66
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	84,893.50
		Current	83,773.26
		In place	93,589.16
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 9+51.5
0013                          0030.60	15,000.00	1.000	15,000.00
MOBILIZATION	LS	1.000	15,000.00
		1.000	15,000.00
		0.000	0.00
0014                          1043.50	2.30	1,578.000	3,629.40
RIPRAP FILTER FABRIC	m2	1,578.000	3,629.40
		1,578.000	3,629.40
		328.000	754.40
0015                          3050.15	241.00	104.500	25,184.50
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	104.500	25,184.50
		104.500	25,184.50
		0.000	0.00
0016                          3051.10	1.35	5,375.000	7,256.25
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	5,375.000	7,256.25
		5,375.000	7,256.25
		0.000	0.00
0017                          6000.10	1,000.00	1.000	1,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	1,000.00
		1.000	1,000.00
		0.000	0.00
0018                          6000.11	1,000.00	1.000	1,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	1,000.00
		1.000	1,000.00
		0.000	0.00
0019                          6001.50	2,000.00	1.000	2,000.00
BENT NO.1 EXCAVATION	LS	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00
0020                          6001.51	2,000.00	1.000	2,000.00
BENT NO.2 EXCAVATION	LS	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00
0021                          6010.22	316.00	219.900	69,488.40
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	219.900	69,488.40
		219.900	69,488.40
		0.000	0.00
0022                          6010.26	340.00	221.300	75,242.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	221.300	75,242.00
		221.300	75,242.00
		14.900	5,066.00
0023                          6040.00	5,000.00	1.000	5,000.00
REMOVE STRUCTURE	EACH	1.000	5,000.00
AT STA. 9+55.6		1.000	5,000.00
		0.000	0.00
0024                          6080.00	4.85	1,710.000	8,293.50
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	1,710.000	8,293.50
		1,710.000	8,293.50
		0.000	0.00
0025                          6105.02	30.70	1,561.000	47,922.70
ROCK RIPRAP, TYPE B	Mg	1,561.000	47,922.70
		1,556.783	47,793.24
		306.783	9,418.24
0026                          6131.50	1.35	30,125.000	40,668.75
EPOXY COATED REINFORCING STEEL	kg	30,125.000	40,668.75
		30,125.000	40,668.75
		2,130.000	2,875.50
0027                          6210.12	55.00	859.600	47,278.00
HP 250 mm X 62 kg STEEL PILING	m	859.600	47,278.00
		766.780	42,172.90
		0.000	0.00
0401                          1009.10	3,046.00	0.000	0.00
REMOVAL OF FLOOD DEBRIS	LS	0.000	0.00
Removal of flood debris		1.000	3,046.00
		0.000	0.00
0403                          6210.59	33.00	0.000	0.00
PILE CUT-OFF	m	68.880	2,273.04
Pile Cut Off		68.880	2,273.04
		0.000	0.00
0404                          6210.59	33.00	0.000	0.00
PAY CUT-OFF	m	8.700	287.10
		8.700	287.10
		0.000	0.00
0405                          6210.59	33.00	0.000	0.00
PAY CUT-OFF	m	15.240	502.92
		15.240	502.92
		0.000	0.00
GROUP 6 BRIDGE AT STA. 9+51.5		Contracted	350,963.50
		Current	354,026.56
		In place	351,838.00
		This Estimate	18,114.14
GROUP 7 GUARDRAIL
0028                          0030.70	400.00	1.000	400.00
MOBILIZATION	LS	1.000	400.00
		1.000	400.00
		1.000	400.00
0029                          7020.00	1,270.00	4.000	5,080.00
BRIDGE APPROACH SECTIONS	EACH	4.000	5,080.00
		4.000	5,080.00
		4.000	5,080.00
0030                          7021.45	1,100.00	4.000	4,400.00
BREAKAWAY CABLE TERMINAL	EACH	4.000	4,400.00
		4.000	4,400.00
		4.000	4,400.00
GROUP 7 GUARDRAIL		Contracted	9,880.00
		Current	9,880.00
		In place	9,880.00
		This Estimate	9,880.00
GROUP 10 GENERAL ITEMS
0031                          0001.10	2.00	1,836.000	3,672.00
BARRICADE, TYPE III	BDAY	1,836.000	3,672.00
		2,904.000	5,808.00
		144.000	288.00
0032                          0001.30	2.25	306.000	688.50
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	306.000	688.50
		0.000	0.00
		0.000	0.00
0033                          0001.90	0.40	3,060.000	1,224.00
SIGN DAY	EACH	3,060.000	1,224.00
		1,944.000	777.60
		96.000	38.40
0034                          0030.00	400.00	1.000	400.00
MOBILIZATION	LS	1.000	400.00
		1.000	400.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	5,984.50
		Current	5,984.50
		In place	6,985.60
		This Estimate	326.40
Totals for contract		Contracted	451,721.50
		Current	453,664.32
		In place	462,292.76
		This Estimate	28,320.54