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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0810 ELK HORN CONSTRUCTION CO.
Contract ID:	32961
Estimate Number:	0015
Pay Period End Date:	06.08.2002

Contract Location:
TILDEN NORTH	Estimate Type:	PROG
Contractor:
ELK HORN CONSTRUCTION CO.	Date Let:	07.12.2001
2243 ANDREW AVE	Date Awarded:	08.02.2001
PO BOX 580	Date Contract Executed:	08.16.2001
	Date Notice to Proceed:	08.16.2001
SERGEANT BLUFF IA 51054	Date Work Began:	09.10.2001
Phone:	Date Physical Work Completed:
(712)943-4430	Date Accepted:
Escrow Agent:
Surety Co:
EMPLOYERS MUTUAL CASUALTY COMPANY

Counties
ANTELOPE
MADISON

Project Number		PCT			Fed State Project Number		Description
31296 1001		0.000			BR-2580(1)		GR CONC PAVE BR GDRL

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$805,725.36	$688,135.03	$117,590.33
$1,424,853.78	Stockpiled Materials	$10,655.32	$27,787.51	$-17,132.19
Original Contract Amt	Gross Earnings	$816,380.68	$715,922.54	$100,458.14
$1,415,853.78	Retainage	$-8,057.25	$-7,056.95	$-1,000.30
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
56.55%	Net Earnings	$808,323.43	$708,865.59	$99,457.84
	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	$-43.05	$-43.05	$.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	-$43.05	-$43.05	$.00
	Payment	$808,280.38	$708,822.54	$99,457.84
Project Manager			Div. Head/Dist. Eng.
Davis, Rob	06.14.2002		Boyle, Pat	06.14.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	06.14.2002
Controller Div. Processed
Burling, Laurie	06.14.2002

		Detailed breakdown of stockpiled materials
Est Nbr:	0005
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0042	6310.00	STEEL SHEET PILING
		S.P. Initial Payment	16,106.90	0-360-C
		steel sheet piling
		Total for estimate 0005:	16,106.90
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0039	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	8,174.65	ci103024
		re-steel
0042	6310.00	STEEL SHEET PILING
		S.P. Adjustment	-8,231.65	0-360-C
		steel sheet piling
		Total for estimate 0006:	-57.00
Est Nbr:	0007
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0041	6200.00	CONCRETE PILING
		S.P. Initial Payment	24,221.32	ci105833
		concrete piling
		S.P. Adjustment	-5,326.00	ci105833
		concrete piling
		Total for estimate 0007:	18,895.32
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0039	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-627.25	ci103024
		re-steel
0041	6200.00	CONCRETE PILING
		S.P. Adjustment	-16,696.53	ci105833
		concrete piling
0042	6310.00	STEEL SHEET PILING
		S.P. Adjustment	-7,875.25	0-360-C
		steel sheet piling
		Total for estimate 0008:	-25,199.03
Est Nbr:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0036	6071.11	STEEL SUPERSTRUCTURE
		S.P. Initial Payment	209,225.00	SI-15138
		steel girders
0041	6200.00	CONCRETE PILING
		S.P. Adjustment	-2,198.79	ci105833
		concrete piling
0061	6200.00	CONCRETE PILING
		S.P. Initial Payment	4,656.00	CI106913
		concrete piling
		Total for estimate 0009:	211,682.21
Est Nbr:	0010
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0036	6071.11	STEEL SUPERSTRUCTURE
		S.P. Adjustment	-81,597.75	SI-15138
		steel girders
0039	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-2,420.83	ci103024
		re-steel
		Total for estimate 0010:	-84,018.58
Est Nbr:	0011
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0036	6071.11	STEEL SUPERSTRUCTURE
		S.P. Adjustment	-127,627.25	SI-15138
		steel girders
		Total for estimate 0011:	-127,627.25
Est Nbr:	0012
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0039	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-953.90	ci103024
		re-steel
		S.P. Initial Payment	18,958.84	ci108580
		re-steel
		Total for estimate 0012:	18,004.94
Est Nbr:	0015
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0039	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-4,172.66	ci103024
		re-steel
		S.P. Adjustment	-12,959.53	ci108580
		re-steel
		Total for estimate 0015:	-17,132.19
		Total remaining for contract:	10,655.32

			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                          L006.00	211.05	2.000	422.10
COVER CROP SEEDING	ha	2.000	422.10
		0.000	0.00
		0.000	0.00
0002                          0030.10	10,666.70	1.000	10,666.70
MOBILIZATION	LS	1.000	10,666.70
		1.000	10,666.70
		0.000	0.00
0003                          1009.00	15,005.23	1.000	15,005.23
GENERAL CLEARING AND GRUBBING	LS	1.000	15,005.23
		1.000	15,005.23
		0.000	0.00
0004                          1011.00	1.49	692.000	1,031.08
WATER	kL	692.000	1,031.08
		0.000	0.00
		0.000	0.00
0005                          1030.00	3.58	13,836.000	49,532.88
EARTHWORK MEASURED IN EMBANKMENT	m3	13,836.000	49,532.88
		12,350.000	44,213.00
		0.000	0.00
0006                          1300.18	33.33	25.600	853.25
450 mm DRIVEWAY CULVERT PIPE	m	25.600	853.25
		51.200	1,706.50
		0.000	0.00
0007                          4050.01	38.46	3.000	115.38
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	3.000	115.38
		3.000	115.38
		0.000	0.00
0008                          4360.48	624.25	2.000	1,248.50
1200 mm METAL FLARED-END SECTION	EACH	2.000	1,248.50
		2.000	1,248.50
		0.000	0.00
0009                          4380.60	167.19	3.500	585.17
1500 mm ROUND EQUIVALENT CORRUGATED METAL PIPE	m	3.500	585.17
		3.000	501.57
		0.000	0.00
0010                          4390.60	871.85	2.000	1,743.70
1500 mm ROUND EQUIVALENT METAL PIPE FLARED-END SECTION	EACH	2.000	1,743.70
		2.000	1,743.70
		0.000	0.00
GROUP 1 GRADING		Contracted	81,203.98
		Current	81,203.98
		In place	75,200.58
		This Estimate	0.00
GROUP 3 CONCRETE PAVEMENT
0011                          L001.01	2,000.00	1.436	2,872.00
SEEDING, TYPE A	ha	1.436	2,872.00
		0.000	0.00
		0.000	0.00
0012                          L001.02	2,000.00	0.564	1,128.00
SEEDING, TYPE B	ha	0.564	1,128.00
		0.000	0.00
		0.000	0.00
0013                          L032.75	200.00	10.000	2,000.00
MULCH	Mg	10.000	2,000.00
		0.000	0.00
		0.000	0.00
0014                          0002.75	1.00	900.000	900.00
PERMANENT PAVEMENT MARKING	m	900.000	900.00
		0.000	0.00
		0.000	0.00
0015                          0030.90	32,000.00	1.000	32,000.00
MOBILIZATION	LS	1.000	32,000.00
		0.000	0.00
		0.000	0.00
0016                          2021.00	125.00	1.000	125.00
MAILBOX POST	EACH	1.000	125.00
		0.000	0.00
		0.000	0.00
0017                          3020.26	32.00	150.400	4,812.80
CONCRETE CLASS 47B-25 DRIVEWAY	m2	150.400	4,812.80
		0.000	0.00
		0.000	0.00
0018                          3070.10	75.00	0.752	56.40
CONCRETE FOR HEADERS, CLASS 47B-20	m3	0.752	56.40
		0.000	0.00
		0.000	0.00
0019                          3075.21	25.50	4,691.000	119,620.50
180 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	4,691.000	119,620.50
		0.000	0.00
		0.000	0.00
0020                          9111.00	15.00	111.000	1,665.00
WATER	kL	111.000	1,665.00
		0.000	0.00
		0.000	0.00
0021                          9170.00	400.00	14.934	5,973.60
EARTH SHOULDER CONSTRUCTION	StaM	14.934	5,973.60
		0.000	0.00
		0.000	0.00
0022                          9173.20	2.95	4,842.000	14,283.90
SUBGRADE PREPARATION	m2	4,842.000	14,283.90
		0.000	0.00
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	185,437.20
		Current	185,437.20
		In place	0.00
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 16+90
0023                          0030.60	80,000.00	1.000	80,000.00
MOBILIZATION	LS	1.000	80,000.00
		0.996	79,680.00
		0.000	0.00
0024                          1043.50	3.00	194.000	582.00
RIPRAP FILTER FABRIC	m2	194.000	582.00
		56.880	170.64
		0.000	0.00
0025                          3050.15	220.00	94.600	20,812.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	94.600	20,812.00
		85.500	18,810.00
		23.500	5,170.00
0026                          3051.10	1.20	6,284.000	7,540.80
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	6,284.000	7,540.80
		6,284.000	7,540.80
		3,142.000	3,770.40
0027                          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
0028                          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
0029                          6000.60	13,000.00	1.000	13,000.00
PIER NO.1 EXCAVATION	LS	1.000	13,000.00
		1.000	13,000.00
		0.000	0.00
0030                          6000.61	13,000.00	1.000	13,000.00
PIER NO.2 EXCAVATION	LS	1.000	13,000.00
		1.000	13,000.00
		0.000	0.00
0031                          6005.78	600.00	12.000	7,200.00
EXPANSION BEARING, TFE TYPE	EACH	12.000	7,200.00
		12.000	7,200.00
		0.000	0.00
0032                          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
0033                          6010.22	500.00	158.700	79,350.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	158.700	79,350.00
		204.321	102,160.50
		0.000	0.00
0034                          6010.26	400.00	232.700	93,080.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	232.700	93,080.00
		199.000	79,600.00
		175.500	70,200.00
0035                          6040.00	40,000.00	1.000	40,000.00
REMOVE STRUCTURE	EACH	1.000	40,000.00
AT STA. 16+80.974, 15.276 M RT.		0.000	0.00
		0.000	0.00
0036                          6071.11	242,000.00	1.000	242,000.00
STEEL SUPERSTRUCTURE	LS	1.000	242,000.00
AT STA. 16+90		1.000	242,000.00
		0.000	0.00
0037                          6080.00	4.50	476.000	2,142.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	476.000	2,142.00
		476.000	2,142.00
		0.000	0.00
0038                          6105.02	25.00	193.000	4,825.00
ROCK RIPRAP, TYPE B	Mg	193.000	4,825.00
		42.000	1,050.00
		0.000	0.00
0039                          6131.50	1.20	41,204.000	49,444.80
EPOXY COATED REINFORCING STEEL	kg	41,204.000	49,444.80
		34,902.000	41,882.40
		25,647.000	30,776.40
0040                          6139.50	35.00	37.000	1,295.00
SUBSURFACE DRAINAGE MATTING	m2	37.000	1,295.00
		37.000	1,295.00
		0.000	0.00
0041                          6200.00	75.00	1,151.900	86,392.50
CONCRETE PILING	m	1,151.900	86,392.50
		915.590	68,669.25
		0.000	0.00
0042                          6310.00	122.00	235.000	28,670.00
STEEL SHEET PILING	m2	235.000	28,670.00
		240.200	29,304.40
		0.000	0.00
0043                          6610.45	375.00	19.100	7,162.50
STRIP SEALS	m	19.100	7,162.50
		19.100	7,162.50
		19.100	7,162.50
0044                          6951.12	2.50	2,088.000	5,220.00
SHEAR CONNECTORS	EACH	2,088.000	5,220.00
		2,088.000	5,220.00
		0.000	0.00
0045                          8091.00	25.00	172.000	4,300.00
GRANULAR BACKFILL	m3	172.000	4,300.00
		114.000	2,850.00
		0.000	0.00
601                           6210.59	45.00	0.000	0.00
PAY CUT-OFF	m	200.000	9,000.00
		133.300	5,998.50
		0.000	0.00
GROUP 6 BRIDGE AT STA. 16+90		Contracted	796,416.60
		Current	805,416.60
		In place	739,135.99
		This Estimate	117,079.30
GROUP 6A BRIDGE AT STA. 21+18.00
0046                          0030.60	31,000.00	1.000	31,000.00
MOBILIZATION	LS	1.000	31,000.00
		0.000	0.00
		0.000	0.00
0047                          1043.50	3.00	251.000	753.00
RIPRAP FILTER FABRIC	m2	251.000	753.00
		0.000	0.00
		0.000	0.00
0048                          3050.15	220.00	100.700	22,154.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	100.700	22,154.00
		-62.000	-13,640.00
		0.000	0.00
0049                          3051.10	1.20	6,609.000	7,930.80
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	6,609.000	7,930.80
		0.000	0.00
		0.000	0.00
0050                          6000.10	4,000.00	1.000	4,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	4,000.00
		0.000	0.00
		0.000	0.00
0051                          6000.11	4,000.00	1.000	4,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	4,000.00
		0.000	0.00
		0.000	0.00
0052                          6005.78	600.00	4.000	2,400.00
EXPANSION BEARING, TFE TYPE	EACH	4.000	2,400.00
		0.000	0.00
		0.000	0.00
0053                          6005.83	600.00	4.000	2,400.00
FIXED BEARING	EACH	4.000	2,400.00
		0.000	0.00
		0.000	0.00
0054                          6010.22	500.00	52.900	26,450.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	52.900	26,450.00
		0.000	0.00
		0.000	0.00
0055                          6010.26	500.00	86.500	43,250.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	86.500	43,250.00
		0.000	0.00
		0.000	0.00
0056                          6040.00	17,000.00	1.000	17,000.00
REMOVE STRUCTURE	EACH	1.000	17,000.00
AT STA. 21+23.847		0.000	0.00
		0.000	0.00
0057                          6071.11	68,000.00	1.000	68,000.00
STEEL SUPERSTRUCTURE	LS	1.000	68,000.00
AT STA. 21+18.00		0.000	0.00
		0.000	0.00
0058                          6105.02	25.00	261.000	6,525.00
ROCK RIPRAP, TYPE B	Mg	261.000	6,525.00
		0.000	0.00
		0.000	0.00
0059                          6131.50	1.20	11,957.000	14,348.40
EPOXY COATED REINFORCING STEEL	kg	11,957.000	14,348.40
		0.000	0.00
		0.000	0.00
0060                          6139.50	35.00	41.000	1,435.00
SUBSURFACE DRAINAGE MATTING	m2	41.000	1,435.00
		0.000	0.00
		0.000	0.00
0061                          6200.00	75.00	301.840	22,638.00
CONCRETE PILING	m	301.840	22,638.00
		0.000	0.00
		0.000	0.00
0062                          6310.00	120.00	275.000	33,000.00
STEEL SHEET PILING	m2	275.000	33,000.00
		0.000	0.00
		0.000	0.00
0063                          6951.12	2.50	708.000	1,770.00
SHEAR CONNECTORS	EACH	708.000	1,770.00
		0.000	0.00
		0.000	0.00
0064                          8091.00	25.00	165.000	4,125.00
GRANULAR BACKFILL	m3	165.000	4,125.00
		0.000	0.00
		0.000	0.00
GROUP 6A BRIDGE AT STA. 21+18.00		Contracted	313,179.20
		Current	313,179.20
		In place	-13,640.00
		This Estimate	0.00
GROUP 7 GUARDRAIL
0065                          0030.70	1,000.00	1.000	1,000.00
MOBILIZATION	LS	1.000	1,000.00
		0.000	0.00
		0.000	0.00
0066                          7011.20	56.42	19.050	1,074.80
W-BEAM GUARDRAIL	m	19.050	1,074.80
		0.000	0.00
		0.000	0.00
0067                          7020.00	1,100.00	8.000	8,800.00
BRIDGE APPROACH SECTIONS	EACH	8.000	8,800.00
		0.000	0.00
		0.000	0.00
0068                          7021.45	924.00	7.000	6,468.00
BREAKAWAY CABLE TERMINAL	EACH	7.000	6,468.00
		0.000	0.00
		0.000	0.00
0069                          7023.50	1,128.00	1.000	1,128.00
SPECIAL ANCHORAGE SECTION	EACH	1.000	1,128.00
		0.000	0.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	18,470.80
		Current	18,470.80
		In place	0.00
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0070                          0001.10	1.50	4,856.000	7,284.00
BARRICADE, TYPE III	BDAY	4,856.000	7,284.00
		2,311.000	3,466.50
		231.000	346.50
0071                          0001.30	2.00	970.000	1,940.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	970.000	1,940.00
		374.000	748.00
		42.000	84.00
0072                          0001.90	0.50	5,844.000	2,922.00
SIGN DAY	EACH	5,844.000	2,922.00
		1,628.000	814.00
		161.000	80.50
0073                          0003.10	150.00	50.000	7,500.00
FLAGGING	DAY	50.000	7,500.00
		0.000	0.00
		0.000	0.00
0074                          0010.04	1,500.00	1.000	1,500.00
FIELD OFFICE	EACH	1.000	1,500.00
		0.000	0.00
		0.000	0.00
0075                          0030.10	0.00	1.000	0.00
MOBILIZATION	LS	1.000	0.00
		1.000	0.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	21,146.00
		Current	21,146.00
		In place	5,028.50
		This Estimate	511.00
Totals for contract		Contracted	1,415,853.78
		Current	1,424,853.78
		In place	805,725.07
		This Estimate	117,590.30