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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0810 ELK HORN CONSTRUCTION CO.
Contract ID:	1774
Estimate Number:	0008
Pay Period End Date:	08.31.2002

Contract Location:
BARNESTON SOUTHEAST	Estimate Type:	PROG
Contractor:
ELK HORN CONSTRUCTION CO.	Date Let:	12.06.2001
2243 ANDREW AVE	Date Awarded:	01.04.2002
PO BOX 580	Date Contract Executed:	01.22.2002
	Date Notice to Proceed:	01.22.2002
SERGEANT BLUFF IA 51054	Date Work Began:
Phone:	Date Physical Work Completed:
(712)943-4430	Date Accepted:
Escrow Agent:
Surety Co:
MERCHANTS BONDING COMPANY (MUTUAL)

Counties
GAGE

Project Number		PCT			Fed State Project Number		Description
11774 000		0.000			BRO-7034(16)		BRIDGE

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$395,145.60	$391,911.71	$3,233.89
$390,931.75	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$395,145.60	$391,911.71	$3,233.89
$390,395.35	Retainage	$-3,951.46	$-3,919.12	$-32.34
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
101.08%	Net Earnings	$391,194.14	$387,992.59	$3,201.55
	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	$36.24	$36.24	$.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	$36.24	$36.24	$.00
	Payment	$391,230.38	$388,028.83	$3,201.55
Project Manager			Div. Head/Dist. Eng.
Mueller, Gerald	09.03.2002		Sklenar, Michael J	09.04.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	09.05.2002
Controller Div. Processed
Burling, Laurie	09.05.2002

		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. 10+49.50
0001                          L001.01	1,910.00	2.000	3,820.00
SEEDING, TYPE A	ha	2.000	3,820.00
		1.250	2,387.50
		1.250	2,387.50
0002                          L006.00	150.00	2.000	300.00
COVER CROP SEEDING	ha	2.000	300.00
		0.000	0.00
		0.000	0.00
0003                          L032.75	95.00	10.000	950.00
MULCH	Mg	10.000	950.00
		5.625	534.38
		5.625	534.38
0004                          0001.10	1.25	2,628.000	3,285.00
BARRICADE, TYPE III	BDAY	2,628.000	3,285.00
		2,232.000	2,790.00
		156.000	195.00
0005                          0001.30	4.00	438.000	1,752.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	438.000	1,752.00
		0.000	0.00
		0.000	0.00
0006                          0001.90	0.75	2,044.000	1,533.00
SIGN DAY	EACH	2,044.000	1,533.00
		2,232.000	1,674.00
		156.000	117.00
0007                          0030.60	40,000.00	1.000	40,000.00
MOBILIZATION	LS	1.000	40,000.00
		1.000	40,000.00
		0.000	0.00
0008                          1009.00	2,000.00	1.000	2,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00
0009                          1011.00	3.80	119.000	452.20
WATER	kL	119.000	452.20
		0.000	0.00
		0.000	0.00
0010                          1030.00	4.91	6,775.000	33,265.25
EARTHWORK MEASURED IN EMBANKMENT	m3	6,775.000	33,265.25
		6,775.000	33,265.25
		0.000	0.00
0011                          1043.50	1.64	973.000	1,595.72
RIPRAP FILTER FABRIC	m2	973.000	1,595.72
		973.000	1,595.72
		0.000	0.00
0012                          1300.24	53.48	9.000	481.32
600 mm DRIVEWAY CULVERT PIPE	m	9.000	481.32
		9.000	481.32
		0.000	0.00
0013                          2009.51	400.00	4.068	1,627.20
CRUSHED ROCK EMBEDMENT	StaM	4.068	1,627.20
		4.068	1,627.20
		0.000	0.00
0014                          2010.03	18.50	360.000	6,660.00
CRUSHED ROCK SURFACE COURSE	Mg	360.000	6,660.00
		361.476	6,687.31
		0.000	0.00
0015                          4045.00	4,000.00	1.000	4,000.00
REMOVE STRUCTURE	EACH	1.000	4,000.00
AT STA. 9+76		1.000	4,000.00
		0.000	0.00
0016                          4050.01	10.00	45.000	450.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	45.000	450.00
		45.000	450.00
		0.000	0.00
0017                          4300.48	204.00	28.300	5,773.20
1200 mm CULVERT PIPE	m	28.300	5,773.20
		28.800	5,875.20
		0.000	0.00
0018                          4310.48	575.00	2.000	1,150.00
1200 mm FLARED-END SECTION	EACH	2.000	1,150.00
		2.000	1,150.00
		0.000	0.00
0019                          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
0020                          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
0021                          6010.22	500.00	108.700	54,350.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	108.700	54,350.00
		108.700	54,350.00
		0.000	0.00
0022                          6010.26	450.00	224.300	100,935.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	224.300	100,935.00
		224.300	100,935.00
		0.000	0.00
0023                          6020.00	0.98	27,500.000	26,950.00
REINFORCING STEEL FOR BRIDGE	kg	27,500.000	26,950.00
		27,500.000	26,950.00
		0.000	0.00
0024                          6040.00	12,000.00	1.000	12,000.00
REMOVE STRUCTURE	EACH	1.000	12,000.00
AT STA. 10+48.75		1.000	12,000.00
		0.000	0.00
0025                          6080.00	4.00	635.000	2,540.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	635.000	2,540.00
		635.000	2,540.00
		0.000	0.00
0026                          6105.02	23.55	947.000	22,301.85
ROCK RIPRAP, TYPE B	Mg	947.000	22,301.85
		952.420	22,429.49
		0.000	0.00
0027                          6210.12	60.00	127.400	7,644.00
HP 250 mm X 62 kg STEEL PILING	m	127.400	7,644.00
		101.050	6,063.00
		0.000	0.00
0028                          6251.40	700.00	21.000	14,700.00
ROCK SOCKET	m	21.000	14,700.00
		21.551	15,085.70
		0.000	0.00
0029                          6251.50	750.00	30.100	22,575.00
DRILLED SHAFT	m	30.100	22,575.00
		42.695	32,021.25
		0.000	0.00
0030                          7011.20	57.26	38.100	2,181.61
W-BEAM GUARDRAIL	m	38.100	2,181.61
		38.100	2,181.61
		0.000	0.00
0031                          7020.00	1,048.50	4.000	4,194.00
BRIDGE APPROACH SECTIONS	EACH	4.000	4,194.00
		4.000	4,194.00
		0.000	0.00
0032                          7021.45	848.00	3.000	2,544.00
BREAKAWAY CABLE TERMINAL	EACH	3.000	2,544.00
		3.000	2,544.00
		0.000	0.00
0033                          7022.00	385.00	1.000	385.00
END ANCHORAGE ASSEMBLY	EACH	1.000	385.00
		1.000	385.00
		0.000	0.00
601                           6210.59	36.00	0.000	0.00
PAY CUT-OFF	m	14.900	536.40
Section 703.05 para. 2 pay cut-off for steel piling		26.350	948.60
		0.000	0.00
GROUP 6 BRIDGE AT STA. 10+49.50		Contracted	390,395.35
		Current	390,931.75
		In place	395,145.53
		This Estimate	3,233.88
Totals for contract		Contracted	390,395.35
		Current	390,931.75
		In place	395,145.53
		This Estimate	3,233.88