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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	2853 SIMON CONTRACTORS AND SUBSIDIARIES
Contract ID:	7894
Estimate Number:	0015
Pay Period End Date:	07.17.2003

Contract Location:
STOCKVILLE SOUTHWEST	Estimate Type:	FINL
Contractor:
SIMON CONTRACTORS AND SUBSIDIARIES	Date Let:	12.06.2001
4819 S INDUSTRIAL SERVICE RD	Date Awarded:	12.27.2001
PO BOX 347	Date Contract Executed:	02.11.2002
	Date Notice to Proceed:	02.11.2002
CHEYENNE WY 82003-0347	Date Work Began:	05.28.2002
Phone:	Date Physical Work Completed:
(307)632-7900	Date Accepted:	04.10.2003
Escrow Agent:
Surety Co:
LIBERTY MUTUAL INSURANCE COMPANY

Counties
FRONTIER

Project Number		PCT			Fed State Project Number		Description
70894 000		0.000			BRO-7032(17)		BRIDGE
70895 000		0.000			BRO-7032(18)		BRIDGE

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$486,848.18	$482,921.18	$3,927.00
$488,304.33	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$486,848.18	$482,921.18	$3,927.00
$507,202.99	Retainage	$.00	$-4,829.21	$4,829.21
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
99.70%	Net Earnings	$486,848.18	$478,091.97	$8,756.21
	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	$324.87	$324.87	$.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	$324.87	$324.87	$.00
	Payment	$487,173.05	$478,416.84	$8,756.21
Project Manager			Div. Head/Dist. Eng.
Doyle, Kelly	07.17.2003		Vosburg, Kurt	07.17.2003
Constr. Estimate Eng.			Materials Eng.
Davis, Carl	07.18.2003		Hall, David	07.28.2003
Controller Div. Processed
Harring, Joyce	08.04.2003

		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 6 BRIDGE AT STA. 12+40.11
0001                          L006.00	115.00	1.000	115.00
COVER CROP SEEDING	ha	1.000	115.00
		1.600	184.00
		0.000	0.00
0002                          L021.00	16.68	75.000	1,251.00
EROSION CHECKS	BALE	75.000	1,251.00
		75.000	1,251.00
		0.000	0.00
0003                          0001.10	1.44	1,050.000	1,512.00
BARRICADE, TYPE III	BDAY	1,050.000	1,512.00
		1,361.000	1,959.84
		0.000	0.00
0004                          0001.30	1.44	210.000	302.40
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	210.000	302.40
		157.000	226.08
		0.000	0.00
0005                          0001.90	1.44	1,050.000	1,512.00
SIGN DAY	EACH	1,050.000	1,512.00
		1,298.000	1,869.12
		0.000	0.00
0006                          0030.60	13,110.00	1.000	13,110.00
MOBILIZATION	LS	1.000	13,110.00
		1.000	13,110.00
		0.000	0.00
0007                          1009.00	805.00	1.000	805.00
GENERAL CLEARING AND GRUBBING	LS	1.000	805.00
		1.000	805.00
		0.000	0.00
0008                          1010.01	3.01	529.000	1,592.29
EXCAVATION (ESTABLISHED QUANTITY)	m3	529.000	1,592.29
		529.000	1,592.29
		0.000	0.00
0009                          1011.00	4.60	25.000	115.00
WATER	kL	25.000	115.00
		108.000	496.80
		0.000	0.00
0010                          1030.00	1.48	3,634.000	5,378.32
EARTHWORK MEASURED IN EMBANKMENT	m3	3,634.000	5,378.32
		3,634.000	5,378.32
		0.000	0.00
0011                          4050.01	7.52	312.000	2,346.24
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	312.000	2,346.24
		312.000	2,346.24
		0.000	0.00
0012                          4100.06	1,069.50	0.600	641.70
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL	m3	0.600	641.70
		0.600	641.70
		0.000	0.00
0013                          4150.00	2.63	38.000	99.94
REINFORCING STEEL FOR HEADWALL	kg	38.000	99.94
		38.000	99.94
		0.000	0.00
0014                          4350.24	71.76	92.600	6,644.98
600 mm CORRUGATED METAL PIPE	m	92.600	6,644.98
		92.500	6,637.80
		0.000	0.00
0015                          4360.24	128.23	2.000	256.46
600 mm METAL FLARED-END SECTION	EACH	2.000	256.46
		2.000	256.46
		0.000	0.00
0016                          6000.10	1,725.00	1.000	1,725.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	1,725.00
		1.000	1,725.00
		0.000	0.00
0017                          6000.11	1,725.00	1.000	1,725.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	1,725.00
		1.000	1,725.00
		0.000	0.00
0018                          6001.00	1,955.00	1.000	1,955.00
BENT NO.1 EXCAVATION	LS	1.000	1,955.00
		1.000	1,955.00
		0.000	0.00
0019                          6001.01	1,955.00	1.000	1,955.00
BENT NO.2 EXCAVATION	LS	1.000	1,955.00
		1.000	1,955.00
		0.000	0.00
0020                          6010.22	426.91	136.100	58,102.45
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	129.200	55,156.77
		129.610	55,331.81
		0.000	0.00
0021                          6010.26	488.22	124.700	60,881.03
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	124.700	60,881.03
		124.700	60,881.04
		0.000	0.00
0022                          6020.00	1.33	20,775.000	27,630.75
REINFORCING STEEL FOR BRIDGE	kg	20,610.000	27,411.30
		20,512.000	27,280.96
		0.000	0.00
0023                          6040.00	1,725.00	1.000	1,725.00
REMOVE STRUCTURE	EACH	1.000	1,725.00
AT STA. 12+41.30		1.000	1,725.00
		0.000	0.00
0024                          6080.00	4.19	650.000	2,723.50
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	650.000	2,723.50
		650.000	2,723.50
		0.000	0.00
0025                          6105.02	48.18	406.000	19,561.08
ROCK RIPRAP, TYPE B	Mg	406.000	19,561.08
		356.900	17,195.44
		0.000	0.00
0026                          6200.00	84.97	405.000	34,412.85
CONCRETE PILING	m	376.385	31,981.43
		375.990	31,947.87
		0.000	0.00
0027                          7020.00	1,373.10	4.000	5,492.40
BRIDGE APPROACH SECTIONS	EACH	4.000	5,492.40
		4.000	5,492.40
		0.000	0.00
0028                          7021.45	1,158.05	4.000	4,632.20
BREAKAWAY CABLE TERMINAL	EACH	4.000	4,632.20
		4.000	4,632.20
		0.000	0.00
0029                          8091.00	23.31	510.000	11,888.10
GRANULAR BACKFILL	m3	6.150	143.36
		6.150	143.36
		0.000	0.00
4000                          6210.59	50.98	0.000	0.00
PAY CUT-OFF	m	28.615	1,458.79
CONCRETE PILING, TYPE I		28.615	1,458.79
		0.000	0.00
4001                          1043.50	3.96	0.000	0.00
RIPRAP FILTER FABRIC	m2	374.000	1,481.04
		374.000	1,481.04
		0.000	0.00
4002                          6000.09	10.50	0.000	0.00
ADDITIONAL EXCAVATION FOR BACKFILL OR EMBANKMENT FOR BRIDGES	m3	273.000	2,866.50
		273.000	2,866.50
		0.000	0.00
GROUP 6 BRIDGE AT STA. 12+40.11		Contracted	270,091.69
		Current	258,556.73
		In place	257,374.50
		This Estimate	0.00
GROUP 6A BRIDGE AT STA. 14+08.50
0030                          L006.00	115.00	0.500	57.50
COVER CROP SEEDING	ha	0.500	57.50
		0.500	57.50
		0.000	0.00
0031                          L021.00	16.68	30.000	500.40
EROSION CHECKS	BALE	30.000	500.40
		30.000	500.40
		0.000	0.00
0032                          0001.10	1.44	900.000	1,296.00
BARRICADE, TYPE III	BDAY	900.000	1,296.00
		481.000	692.64
		0.000	0.00
0033                          0001.30	1.44	270.000	388.80
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	270.000	388.80
		160.000	230.40
		0.000	0.00
0034                          0001.90	1.44	990.000	1,425.60
SIGN DAY	EACH	990.000	1,425.60
		912.000	1,313.28
		0.000	0.00
0035                          0030.60	13,110.00	1.000	13,110.00
MOBILIZATION	LS	1.000	13,110.00
		1.000	13,110.00
		0.000	0.00
0036                          1009.00	575.00	1.000	575.00
GENERAL CLEARING AND GRUBBING	LS	1.000	575.00
		1.000	575.00
		0.000	0.00
0037                          1011.00	4.60	25.000	115.00
WATER	kL	25.000	115.00
		41.337	190.15
		0.000	0.00
0038                          1030.00	1.48	4,134.000	6,118.32
EARTHWORK MEASURED IN EMBANKMENT	m3	4,134.000	6,118.32
		4,134.000	6,118.32
		0.000	0.00
0039                          1043.50	3.96	257.000	1,017.72
RIPRAP FILTER FABRIC	m2	257.000	1,017.72
		257.000	1,017.72
		0.000	0.00
0040                          1300.18	45.08	10.000	450.80
450 mm DRIVEWAY CULVERT PIPE	m	10.000	450.80
		10.000	450.80
		0.000	0.00
0041                          4310.18	109.25	2.000	218.50
450 mm FLARED-END SECTION	EACH	2.000	218.50
		2.000	218.50
		0.000	0.00
0042                          6000.10	1,725.00	1.000	1,725.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	1,725.00
		1.000	1,725.00
		0.000	0.00
0043                          6000.11	1,725.00	1.000	1,725.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	1,725.00
		1.000	1,725.00
		0.000	0.00
0044                          6005.78	1,620.35	4.000	6,481.40
EXPANSION BEARING, TFE TYPE	EACH	4.000	6,481.40
		4.000	6,481.40
		0.000	0.00
0045                          6005.83	903.90	4.000	3,615.60
FIXED BEARING	EACH	4.000	3,615.60
		4.000	3,615.60
		0.000	0.00
0046                          6010.22	406.36	88.000	35,759.68
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	88.000	35,759.68
		88.000	35,759.68
		0.000	0.00
0047                          6010.26	442.60	86.600	38,329.16
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	86.600	38,329.16
		86.600	38,329.16
		0.000	0.00
0048                          6011.11	60,260.00	1.000	60,260.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	60,260.00
AT STA. 14+08.5		1.000	60,260.00
		0.000	0.00
0049                          6020.00	1.35	8,960.000	12,096.00
REINFORCING STEEL FOR BRIDGE	kg	8,960.000	12,096.00
		9,341.600	12,611.17
		0.000	0.00
0050                          6040.00	1,840.00	1.000	1,840.00
REMOVE STRUCTURE	EACH	1.000	1,840.00
AT STA. 14+13		1.000	1,840.00
		0.000	0.00
0051                          6080.00	5.90	188.000	1,109.20
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	188.000	1,109.20
		188.000	1,109.20
		0.000	0.00
0052                          6105.02	48.29	247.000	11,927.63
ROCK RIPRAP, TYPE B	Mg	247.000	11,927.63
		247.700	11,961.43
		0.000	0.00
0053                          6200.00	87.92	192.600	16,933.39
CONCRETE PILING	m	149.292	13,125.75
		149.292	13,125.76
		0.000	0.00
0054                          7020.00	1,373.10	4.000	5,492.40
BRIDGE APPROACH SECTIONS	EACH	4.000	5,492.40
		4.000	5,492.40
		0.000	0.00
0055                          7021.45	1,158.05	4.000	4,632.20
BREAKAWAY CABLE TERMINAL	EACH	4.000	4,632.20
		4.000	4,632.20
		0.000	0.00
0056                          8091.00	23.32	425.000	9,911.00
GRANULAR BACKFILL	m3	6.150	143.42
		5.120	119.40
		0.000	0.00
4000                          6210.59	52.75	0.000	0.00
PAY CUT-OFF	m	43.308	2,284.50
CONCRETE PILING, TYPE I		43.308	2,284.50
		0.000	0.00
4001                          6000.09	10.50	0.000	0.00
ADDITIONAL EXCAVATION FOR BACKFILL OR EMBANKMENT FOR BRIDGES	m3	374.000	3,927.00
		374.000	3,927.00
		374.000	3,927.00
GROUP 6A BRIDGE AT STA. 14+08.50		Contracted	237,111.30
		Current	229,747.58
		In place	229,473.61
		This Estimate	3,927.00
Totals for contract		Contracted	507,202.99
		Current	488,304.31
		In place	486,848.11
		This Estimate	3,927.00