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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0810 ELK HORN CONSTRUCTION CO.
Contract ID:	1164
Estimate Number:	0008
Pay Period End Date:	05.15.2002

Contract Location:
WESTON NORTHWEST	Estimate Type:	PROG
Contractor:
ELK HORN CONSTRUCTION CO.	Date Let:	03.29.2001
2243 ANDREW AVE	Date Awarded:	04.06.2001
PO BOX 580	Date Contract Executed:	06.06.2001
	Date Notice to Proceed:	06.06.2001
SERGEANT BLUFF IA 51054	Date Work Began:
Phone:	Date Physical Work Completed:
(712)943-4430	Date Accepted:
Escrow Agent:
Surety Co:
EMPLOYERS MUTUAL CASUALTY COMPANY

Counties
SAUNDERS

Project Number		PCT			Fed State Project Number		Description
12164 000		0.000			BRO-7078(16)		BRIDGE

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$308,155.10	$299,944.77	$8,210.33
$318,655.90	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$308,155.10	$299,944.77	$8,210.33
$360,424.90	Retainage	$-3,081.55	$-2,999.45	$-82.10
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
96.70%	Net Earnings	$305,073.55	$296,945.32	$8,128.23
	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	$305,073.55	$296,945.32	$8,128.23
Project Manager			Div. Head/Dist. Eng.
England, Jim	05.16.2002		Ruby, Richard (Rich)	05.16.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	05.16.2002
Controller Div. Processed
Burling, Laurie	05.17.2002

		Detailed breakdown of stockpiled materials
Est Nbr:	0001
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0008	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Initial Payment	1,469.84	E20435
		EXPANSION BEARING, ABUT. 1
0009	6005.83	FIXED BEARING
		S.P. Initial Payment	1,601.68	E20435
		FIXED BEARING ABUT. 2
0014	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Initial Payment	8,365.77	0-219-C
		STEEL FOR SUBSTRUCTURE
		Total for estimate 0001:	11,437.29
Est Nbr:	0003
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0008	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Adjustment	-1,469.84	E20435
		EXPANSION BEARING, ABUT. 1
0009	6005.83	FIXED BEARING
		S.P. Adjustment	-1,601.68	E20435
		FIXED BEARING ABUT. 2
0014	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Adjustment	-2,425.50	0-219-C
		STEEL FOR SUBSTRUCTURE
		Total for estimate 0003:	-5,497.02
Est Nbr:	0004
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0014	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Adjustment	-2,425.50	0-219-C
		STEEL FOR SUBSTRUCTURE
		Total for estimate 0004:	-2,425.50
Est Nbr:	0005
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0014	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Adjustment	-939.33	0-219-C
		STEEL FOR SUBSTRUCTURE
		Total for estimate 0005:	-939.33
Est Nbr:	0007
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0014	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Adjustment	-2,575.44	0-219-C
		STEEL FOR SUBSTRUCTURE
		Total for estimate 0007:	-2,575.44
		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. 8+42.634
0001                          0001.10	1.60	1,248.000	1,996.80
BARRICADE, TYPE III	BDAY	1,248.000	1,996.80
		1,080.000	1,728.00
		0.000	0.00
0002                          0001.30	1.00	208.000	208.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	208.000	208.00
		216.000	216.00
		0.000	0.00
0003                          0001.90	0.55	2,288.000	1,258.40
SIGN DAY	EACH	2,288.000	1,258.40
		1,404.000	772.20
		0.000	0.00
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	2.50	3,550.000	8,875.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	0.000	0.00
		0.000	0.00
		-1,183.000	-2,957.50
0006                          6000.10	3,750.00	1.000	3,750.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	3,750.00
		1.000	3,750.00
		0.000	0.00
0007                          6000.11	3,750.00	1.000	3,750.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	3,750.00
		1.000	3,750.00
		0.000	0.00
0008                          6005.78	600.00	4.000	2,400.00
EXPANSION BEARING, TFE TYPE	EACH	4.000	2,400.00
		4.000	2,400.00
		0.000	0.00
0009                          6005.83	600.00	4.000	2,400.00
FIXED BEARING	EACH	4.000	2,400.00
		4.000	2,400.00
		0.000	0.00
0010                          6010.22	500.00	38.200	19,100.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	38.200	19,100.00
		38.200	19,100.00
		0.000	0.00
0011                          6010.26	500.00	77.900	38,950.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	77.900	38,950.00
		84.420	42,210.00
		6.520	3,260.00
0012                          6040.00	10,000.00	1.000	10,000.00
REMOVE STRUCTURE	EACH	1.000	10,000.00
AT STA. 8+43.92		1.000	10,000.00
		0.000	0.00
0013                          6071.12	55,000.00	1.000	55,000.00
STEEL SUPERSTRUCTURE	LS	1.000	55,000.00
AT STA. 8+42.634		1.000	55,000.00
		0.000	0.00
0014                          6080.00	4.75	3,794.000	18,021.50
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	3,794.000	18,021.50
		3,794.000	18,021.50
		0.000	0.00
0015                          6105.02	26.50	2,470.000	65,455.00
ROCK RIPRAP, TYPE B	Mg	0.000	0.00
		0.000	0.00
		-669.630	-17,745.20
0016                          6131.50	1.20	10,219.000	12,262.80
EPOXY COATED REINFORCING STEEL	kg	10,219.000	12,262.80
		10,219.000	12,262.80
		0.000	0.00
0017                          6139.50	40.00	29.000	1,160.00
SUBSURFACE DRAINAGE MATTING	m2	29.000	1,160.00
		29.000	1,160.00
		0.000	0.00
0018                          6200.00	76.00	182.400	13,862.40
CONCRETE PILING	m	182.400	13,862.40
		133.780	10,167.28
		0.000	0.00
0019                          6310.00	125.00	534.000	66,750.00
STEEL SHEET PILING	m2	534.000	66,750.00
		459.450	57,431.25
		0.000	0.00
0020                          7020.00	1,150.00	4.000	4,600.00
BRIDGE APPROACH SECTIONS	EACH	4.000	4,600.00
		4.000	4,600.00
		0.000	0.00
0021                          7021.45	1,100.00	4.000	4,400.00
BREAKAWAY CABLE TERMINAL	EACH	4.000	4,400.00
		4.000	4,400.00
		0.000	0.00
0022                          8091.00	25.00	49.000	1,225.00
GRANULAR BACKFILL	m3	49.000	1,225.00
		49.000	1,225.00
		0.000	0.00
4001                          1010.01	3.25	0.000	0.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	1,506.000	4,894.50
EXCAVATION (EQ) (REVISED QTY & PRICE)		1,506.000	4,894.50
		1,506.000	4,894.50
4002                          6105.02	31.00	0.000	0.00
ROCK RIPRAP, TYPE B	Mg	669.630	20,758.53
ROCK RIPRAP, TYPE B (REVISED QTY & PRICE)		669.630	20,758.53
		669.630	20,758.53
6001                          6200.50	45.60	0.000	0.00
PAY CUT-OFF FOR CONCRETE PILING	m	22.630	1,031.93
ABUTMENT NO. 2		22.630	1,031.93
		0.000	0.00
6002                          6200.50	45.60	0.000	0.00
PAY CUT-OFF FOR CONCRETE PILING	m	26.180	1,193.81
PAY CUT-OFF FOR CONCRETE PILING ABUTMENT NO. 1		26.180	1,193.81
		0.000	0.00
6003                          6310.15	75.00	0.000	0.00
PAY CUT-OFF FOR STEEL SHEET PILING	m2	39.240	2,943.00
PAY CUT-OFF SHEET PILING AT ABUTMENT 1		39.240	2,943.00
		0.000	0.00
6004                          6310.15	75.00	0.000	0.00
PAY CUT-OFF FOR STEEL SHEET PILING	m2	23.190	1,739.25
ABUTMENT NO. 2		23.190	1,739.25
		0.000	0.00
GROUP 6 BRIDGE AT STA. 8+42.634		Contracted	360,424.90
		Current	318,655.92
		In place	308,155.05
		This Estimate	8,210.33
Totals for contract		Contracted	360,424.90
		Current	318,655.92
		In place	308,155.05
		This Estimate	8,210.33