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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0810 ELK HORN CONSTRUCTION CO.
Contract ID:	1398
Estimate Number:	0011
Pay Period End Date:	08.02.2003

Contract Location:
BROCK WEST	Estimate Type:	PROG
Contractor:
ELK HORN CONSTRUCTION CO.	Date Let:	11.14.2002
2243 ANDREW AVE	Date Awarded:	12.04.2002
PO BOX 580	Date Contract Executed:	12.26.2002
	Date Notice to Proceed:	12.26.2002
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
NEMAHA

Project Number		PCT			Fed State Project Number		Description
12398 000		0.000			BRO-7064(9)		GRAD CULV BR GDRL

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$370,859.89	$356,506.89	$14,353.00
$374,446.97	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$370,859.89	$356,506.89	$14,353.00
$374,446.97	Retainage	$-3,708.60	$-3,565.07	$-143.53
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
99.04%	Net Earnings	$367,151.29	$352,941.82	$14,209.47
	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	$367,151.29	$352,941.82	$14,209.47
Project Manager			Project Engineer
VanRoekel, Kirk	08.06.2003		Mueller, Gerald	08.07.2003
Div. Head/Dist. Eng.			Constr. Estimate Eng.
Sklenar, Michael J	08.07.2003		Bartos, Steve	08.07.2003
Controller Div. Processed
Burling, Laurie	08.08.2003

		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 1 GRADING
0001                          0030.10	5,800.00	1.000	5,800.00
MOBILIZATION	LS	1.000	5,800.00
		1.000	5,800.00
		0.000	0.00
0002                          1000.00	400.00	1.000	400.00
LARGE TREE REMOVAL	EACH	1.000	400.00
		1.000	400.00
		0.000	0.00
0003                          1009.00	3,500.00	1.000	3,500.00
GENERAL CLEARING AND GRUBBING	LS	1.000	3,500.00
		1.000	3,500.00
		0.000	0.00
0004                          1011.00	3.50	180.000	630.00
WATER	kL	180.000	630.00
		0.000	0.00
		0.000	0.00
0005                          1030.00	4.97	5,134.000	25,515.98
EARTHWORK MEASURED IN EMBANKMENT	m3	5,134.000	25,515.98
		5,134.000	25,515.98
		0.000	0.00
0006                          1143.00	30.00	14.200	426.00
REMOVE DRIVEWAY CULVERT PIPE	m	14.200	426.00
		8.000	240.00
		0.000	0.00
0007                          1300.24	77.00	9.000	693.00
600 mm DRIVEWAY CULVERT PIPE	m	9.000	693.00
		9.000	693.00
		0.000	0.00
0008                          2009.51	328.00	4.646	1,523.89
CRUSHED ROCK EMBEDMENT	StaM	4.646	1,523.89
		4.646	1,523.89
		0.000	0.00
0009                          2010.03	15.00	440.000	6,600.00
CRUSHED ROCK SURFACE COURSE	Mg	440.000	6,600.00
		418.720	6,280.80
		0.000	0.00
0010                          L006.00	400.00	2.000	800.00
COVER CROP SEEDING	ha	2.000	800.00
		0.000	0.00
		0.000	0.00
GROUP 1 GRADING		Contracted	45,888.87
		Current	45,888.87
		In place	43,953.67
		This Estimate	0.00
GROUP 4 CULVERTS
0011                          0030.40	2,500.00	1.000	2,500.00
MOBILIZATION	LS	1.000	2,500.00
		1.000	2,500.00
		0.000	0.00
0012                          4043.00	30.00	21.200	636.00
REMOVE CULVERT PIPE	m	21.200	636.00
		21.200	636.00
		0.000	0.00
0013                          4050.01	5.00	539.000	2,695.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	539.000	2,695.00
		539.000	2,695.00
		0.000	0.00
0014                          4300.36	97.00	43.000	4,171.00
900 mm CULVERT PIPE	m	43.000	4,171.00
		43.000	4,171.00
		0.000	0.00
0015                          4300.48	157.00	93.700	14,710.90
1200 mm CULVERT PIPE	m	93.700	14,710.90
		93.700	14,710.90
		0.000	0.00
0016                          4310.36	500.00	4.000	2,000.00
900 mm FLARED-END SECTION	EACH	4.000	2,000.00
		4.000	2,000.00
		0.000	0.00
0017                          4310.48	800.00	4.000	3,200.00
1200 mm FLARED-END SECTION	EACH	4.000	3,200.00
		4.000	3,200.00
		0.000	0.00
GROUP 4 CULVERTS		Contracted	29,912.90
		Current	29,912.90
		In place	29,912.90
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 11+68
0018                          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
0019                          1043.50	2.50	842.000	2,105.00
RIPRAP FILTER FABRIC	m2	842.000	2,105.00
		842.000	2,105.00
		0.000	0.00
0020                          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
0021                          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
0022                          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
0023                          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
0024                          6010.22	400.00	215.500	86,200.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	215.500	86,200.00
		215.500	86,200.00
		0.000	0.00
0025                          6010.26	400.00	132.700	53,080.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	132.700	53,080.00
		132.700	53,080.00
		0.000	0.00
0026                          6020.00	1.00	21,825.000	21,825.00
REINFORCING STEEL FOR BRIDGE	kg	21,825.000	21,825.00
		21,825.000	21,825.00
		0.000	0.00
0027                          6040.00	11,000.00	1.000	11,000.00
REMOVE STRUCTURE	EACH	1.000	11,000.00
AT STA. 11+70.2		1.000	11,000.00
		0.000	0.00
0028                          6080.00	4.50	1,670.000	7,515.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	1,670.000	7,515.00
		1,670.000	7,515.00
		0.000	0.00
0029                          6105.02	25.50	807.000	20,578.50
ROCK RIPRAP, TYPE B	Mg	807.000	20,578.50
		814.300	20,764.65
		0.000	0.00
0030                          6210.50	68.00	442.400	30,083.20
PIPE PILING	m	442.400	30,083.20
		442.400	30,083.20
		0.000	0.00
0031                          L001.01	1,873.00	2.000	3,746.00
SEEDING, TYPE A	ha	2.000	3,746.00
		0.000	0.00
		0.000	0.00
0032                          L032.75	90.00	10.000	900.00
MULCH	Mg	10.000	900.00
		0.000	0.00
		0.000	0.00
GROUP 6 BRIDGE AT STA. 11+68		Contracted	282,032.70
		Current	282,032.70
		In place	277,572.85
		This Estimate	0.00
GROUP 7 GUARDRAIL
0033                          0030.70	250.00	1.000	250.00
MOBILIZATION	LS	1.000	250.00
		1.000	250.00
		1.000	250.00
0034                          7020.00	2,550.00	4.000	10,200.00
BRIDGE APPROACH SECTIONS	EACH	4.000	10,200.00
		4.000	10,200.00
		4.000	10,200.00
0035                          7021.47	900.00	4.000	3,600.00
MELT	EACH	4.000	3,600.00
		4.000	3,600.00
		4.000	3,600.00
GROUP 7 GUARDRAIL		Contracted	14,050.00
		Current	14,050.00
		In place	14,050.00
		This Estimate	14,050.00
GROUP 10 GENERAL ITEMS
0036                          0001.10	1.25	1,250.000	1,562.50
BARRICADE, TYPE III	BDAY	1,250.000	1,562.50
		3,472.000	4,340.00
		204.000	255.00
0037                          0001.90	0.40	2,000.000	800.00
SIGN DAY	EACH	2,000.000	800.00
		2,076.000	830.40
		120.000	48.00
0038                          0030.00	200.00	1.000	200.00
MOBILIZATION	LS	1.000	200.00
		1.000	200.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	2,562.50
		Current	2,562.50
		In place	5,370.40
		This Estimate	303.00
Totals for contract		Contracted	374,446.97
		Current	374,446.97
		In place	370,859.82
		This Estimate	14,353.00