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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0810 ELK HORN CONSTRUCTION CO.
Contract ID:	1010
Estimate Number:	0012
Pay Period End Date:	05.04.2002

Contract Location:
IN CRETE	Estimate Type:	PROG
Contractor:
ELK HORN CONSTRUCTION CO.	Date Let:	01.11.2001
2243 ANDREW AVE	Date Awarded:	02.01.2001
PO BOX 580	Date Contract Executed:	02.22.2001
	Date Notice to Proceed:	02.22.2001
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
SALINE

Project Number		PCT			Fed State Project Number		Description
12010 000		0.000			BRO-7076(13)		CONC PAVE, BR

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$417,146.90	$407,912.05	$9,234.85
$416,854.91	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$417,146.90	$407,912.05	$9,234.85
$415,815.19	Retainage	$-4,171.47	$-4,079.12	$-92.35
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
100.07%	Net Earnings	$412,975.43	$403,832.93	$9,142.50
	Liquidated Damages	-$6,660.00	-$5,994.00	-$666.00
	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	$-88.70	$-88.70	$.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	-$6,748.70	-$6,082.70	-$666.00
	Payment	$406,226.73	$397,750.23	$8,476.50
Project Manager			Div. Head/Dist. Eng.
Traudt, Bob	05.06.2002		Sklenar, Michael J	05.06.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	05.06.2002
Controller Div. Processed
Burling, Laurie	05.07.2002

		Detailed breakdown of stockpiled materials
Est Nbr:	0001
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0034	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Initial Payment	3,587.50	0-186-C
		SUBSTRUCTURE STEEL
0037	6210.12	HP 10"X42# STEEL PILING
		S.P. Initial Payment	3,529.80	0-186-C
		H-PILE 10"
0038	6210.14	HP 12"X53# STEEL PILING
		S.P. Initial Payment	6,284.25	0-186-C
		H-PILE 12"
		S.P. Adjustment	-1,268.82	0-186-C
		H-PILE 12"
		Total for estimate 0001:	12,132.73
Est Nbr:	0002
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0026	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Initial Payment	3,972.61	462664
		EPOXY COATED RE-STEEL FOR PVMT APPR.
0036	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	4,029.16	462664
		EPOXY COATED RE-STEEL
0037	6210.12	HP 10"X42# STEEL PILING
		S.P. Closure	-3,529.80	0-186-C
		H-PILE 10"
0038	6210.14	HP 12"X53# STEEL PILING
		S.P. Closure	-5,015.43	0-186-C
		H-PILE 12"
		Total for estimate 0002:	-543.46
Est Nbr:	0003
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0034	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Adjustment	-1,793.75	0-186-C
		SUBSTRUCTURE STEEL
0036	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-631.20	462664
		EPOXY COATED RE-STEEL
		S.P. Initial Payment	12,134.29	464355
		EPOXY COATED RE-STEEL
		Total for estimate 0003:	9,709.34
Est Nbr:	0004
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0036	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-890.91	462664
		EPOXY COATED RE-STEEL
		Total for estimate 0004:	-890.91
Est Nbr:	0005
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0034	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Adjustment	-1,375.00	0-186-C
		SUBSTRUCTURE STEEL
0036	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-631.20	462664
		EPOXY COATED RE-STEEL
0039	6401.00	PEDESTRIAN BARRIER RAIL
		S.P. Initial Payment	6,906.90	20022
		PEDESTRIAN BARRIER RAIL
		Total for estimate 0005:	4,900.70
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0034	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Adjustment	-418.75	0-186-C
		SUBSTRUCTURE STEEL
0036	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-890.91	462664
		EPOXY COATED RE-STEEL
		Total for estimate 0006:	-1,309.66
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0026	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Adjustment	-52.60	462664
		EPOXY COATED RE-STEEL FOR PVMT APPR.
0036	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-984.94	462664
		EPOXY COATED RE-STEEL
		S.P. Adjustment	-11,149.88	464355
		EPOXY COATED RE-STEEL
		Total for estimate 0008:	-12,187.42
Est Nbr:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0026	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Adjustment	-3,279.61	462664
		EPOXY COATED RE-STEEL FOR PVMT APPR.
		Total for estimate 0009:	-3,279.61
Est Nbr:	0010
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0026	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Adjustment	-587.80	462664
		EPOXY COATED RE-STEEL FOR PVMT APPR.
0036	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-984.41	464355
		EPOXY COATED RE-STEEL
0039	6401.00	PEDESTRIAN BARRIER RAIL
		S.P. Adjustment	-6,906.90	20022
		PEDESTRIAN BARRIER RAIL
		Total for estimate 0010:	-8,479.11
Est Nbr:	0011
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0026	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Adjustment	-52.60	462664
		EPOXY COATED RE-STEEL FOR PVMT APPR.
		Total for estimate 0011:	-52.60
		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 3 CONCRETE PAVEMENT
0001                          L001.01	2,200.00	1.000	2,200.00
SEEDING, TYPE A	ACRE	1.000	2,200.00
		0.300	660.00
		0.300	660.00
0002                          L006.00	400.00	1.000	400.00
COVER CROP SEEDING	ACRE	1.000	400.00
		1.000	400.00
		1.000	400.00
0003                          L010.00	7.00	449.000	3,143.00
SODDING	SY	449.000	3,143.00
		815.470	5,708.29
		815.470	5,708.29
0004                          L032.75	70.00	2.000	140.00
MULCH	TON	2.000	140.00
		0.600	42.00
		0.600	42.00
0005                          0030.30	3,700.00	1.000	3,700.00
MOBILIZATION	LS	1.000	3,700.00
		1.000	3,700.00
		0.000	0.00
0006                          1009.00	4,600.00	1.000	4,600.00
GENERAL CLEARING AND GRUBBING	LS	1.000	4,600.00
		1.000	4,600.00
		0.050	230.00
0007                          1010.01	3.48	3,923.000	13,652.04
EXCAVATION (ESTABLISHED QUANTITY)	CY	3,923.000	13,652.04
		3,923.000	13,652.04
		0.000	0.00
0008                          1011.00	20.00	2.000	40.00
WATER	MGAL	2.000	40.00
		0.000	0.00
		0.000	0.00
0009                          1107.00	6.00	3.000	18.00
REMOVE WALK	SY	3.000	18.00
		3.550	21.30
		0.000	0.00
0010                          3016.21	27.00	82.000	2,214.00
CONCRETE CLASS 47B-3000 SIDEWALKS	SY	82.000	2,214.00
		80.867	2,183.41
		34.300	926.10
0011                          3075.31	45.80	290.000	13,282.00
8" CONCRETE PAVEMENT, CLASS 47B-3625	SY	290.000	13,282.00
		303.769	13,912.62
		0.000	0.00
0012                          4002.00	1.60	375.000	600.00
CAST IRON COVER AND FRAME	LB	375.000	600.00
		375.000	600.00
		0.000	0.00
0013                          4005.00	1.00	345.000	345.00
CAST IRON RING AND COVER	LB	345.000	345.00
		345.000	345.00
		345.000	345.00
0014                          4015.00	250.00	1.000	250.00
ADJUST MANHOLE TO GRADE	EACH	1.000	250.00
		1.000	250.00
		0.000	0.00
0015                          4016.00	4,500.00	1.000	4,500.00
MANHOLE	EACH	1.000	4,500.00
AT STA. 8+15, 19.7' RT.		1.000	4,500.00
		0.100	450.00
0016                          4043.70	11.00	85.000	935.00
SALVAGE SEWER PIPE	LF	85.000	935.00
		85.000	935.00
		0.000	0.00
0017                          4105.58	675.00	11.410	7,701.75
CLASS 47B-2900 CONCRETE FOR INLET AND JUNCTION BOX	CY	11.410	7,701.75
		11.410	7,701.75
		0.000	0.00
0018                          4155.50	1.00	705.000	705.00
REINFORCING STEEL FOR INLET AND JUNCTION BOX	LB	705.000	705.00
		705.000	705.00
		0.000	0.00
0019                          4600.18	30.00	36.000	1,080.00
18" REINFORCED CONCRETE SEWER PIPE	LF	36.000	1,080.00
		36.000	1,080.00
		0.000	0.00
0020                          4600.24	41.50	128.000	5,312.00
24" REINFORCED CONCRETE SEWER PIPE	LF	128.000	5,312.00
		127.120	5,275.48
		0.000	0.00
0021                          4600.36	72.00	154.000	11,088.00
36" REINFORCED CONCRETE SEWER PIPE	LF	154.000	11,088.00
		149.680	10,776.96
		0.000	0.00
0022                          4600.48	85.00	34.000	2,890.00
48" REINFORCED CONCRETE SEWER PIPE	LF	34.000	2,890.00
		34.000	2,890.00
		0.000	0.00
4001                          1101.00	5.78	0.000	0.00
REMOVE PAVEMENT	SY	52.652	304.33
		58.208	336.44
		58.208	336.44
4002                          3008.05	6.30	0.000	0.00
TIE BARS	EACH	16.000	100.80
		15.000	94.50
		15.000	94.50
GROUP 3 CONCRETE PAVEMENT		Contracted	78,795.79
		Current	79,200.92
		In place	80,369.79
		This Estimate	9,192.33
GROUP 6 BRIDGE AT STA. 6+98.00
0023                          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
0024                          1043.50	2.00	923.000	1,846.00
RIPRAP FILTER FABRIC	SY	923.000	1,846.00
		976.340	1,952.68
		0.000	0.00
0025                          3050.15	170.00	156.100	26,537.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000	CY	156.100	26,537.00
		156.100	26,537.00
		0.000	0.00
0026                          3051.10	0.52	15,105.000	7,854.60
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	LB	15,105.000	7,854.60
		15,105.000	7,854.60
		0.000	0.00
0027                          6000.10	3,000.00	1.000	3,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00
0028                          6000.11	3,000.00	1.000	3,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00
0029                          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
0030                          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
0031                          6010.22	260.00	251.300	65,338.00
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	251.300	65,338.00
		251.300	65,338.00
		0.000	0.00
0032                          6010.26	260.00	254.900	66,274.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	254.900	66,274.00
		254.900	66,274.00
		0.000	0.00
0033                          6040.00	14,000.00	1.000	14,000.00
REMOVE STRUCTURE	EACH	1.000	14,000.00
AT STA. 7+04		1.000	14,000.00
		0.000	0.00
0034                          6080.00	2.50	2,870.000	7,175.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	LB	2,870.000	7,175.00
		2,870.000	7,175.00
		0.000	0.00
0035                          6105.02	23.00	770.000	17,710.00
ROCK RIPRAP, TYPE B	TON	770.000	17,710.00
		774.930	17,823.39
		0.000	0.00
0036                          6131.50	0.52	61,640.000	32,052.80
EPOXY COATED REINFORCING STEEL	LB	61,640.000	32,052.80
		61,460.000	31,959.20
		0.000	0.00
0037                          6210.12	17.00	1,060.000	18,020.00
HP 10"X42# STEEL PILING	LF	1,060.000	18,020.00
		1,023.600	17,401.20
		0.000	0.00
0038                          6210.14	19.00	1,050.000	19,950.00
HP 12"X53# STEEL PILING	LF	1,050.000	19,950.00
		1,031.600	19,600.40
		0.000	0.00
0039                          6401.00	90.00	151.800	13,662.00
PEDESTRIAN BARRIER RAIL	LF	151.800	13,662.00
		151.800	13,662.00
		0.000	0.00
6001                          6210.34	11.40	0.000	0.00
PAY CUT-OFF FOR 12"X53# STEEL PILING	LF	32.000	364.80
		18.400	209.76
		0.000	0.00
6002                          6210.32	10.20	0.000	0.00
PAY CUT-OFF 10" X 42# STEEL PILING	LF	24.000	244.80
		36.400	371.28
		0.000	0.00
GROUP 6 BRIDGE AT STA. 6+98.00		Contracted	333,419.40
		Current	334,029.00
		In place	333,158.51
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0040                          0001.10	1.50	1,188.000	1,782.00
BARRICADE, TYPE III	BDAY	1,188.000	1,782.00
		1,404.000	2,106.00
		0.000	0.00
0041                          0001.30	2.00	264.000	528.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	264.000	528.00
		312.000	624.00
		0.000	0.00
0042                          0001.90	0.50	1,980.000	990.00
SIGN DAY	EACH	1,980.000	990.00
		1,092.000	546.00
		0.000	0.00
0043                          0030.10	300.00	1.000	300.00
MOBILIZATION	LS	1.000	300.00
		1.000	300.00
		0.000	0.00
4003                          0001.08	0.50	0.000	0.00
BARRICADE, TYPE II	BDAY	50.000	25.00
		85.000	42.50
		85.000	42.50
GROUP 10 GENERAL ITEMS		Contracted	3,600.00
		Current	3,625.00
		In place	3,618.50
		This Estimate	42.50
Totals for contract		Contracted	415,815.19
		Current	416,854.92
		In place	417,146.80
		This Estimate	9,234.83