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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	2853 SIMON CONTRACTORS AND SUBSIDIARIES
Contract ID:	6765
Estimate Number:	0028
Pay Period End Date:	05.04.2002

Contract Location:
HERSHEY NORTH	Estimate Type:	PROG
Contractor:
SIMON CONTRACTORS AND SUBSIDIARIES	Date Let:	01.11.2001
4819 S INDUSTRIAL SERVICE RD	Date Awarded:	01.25.2001
PO BOX 347	Date Contract Executed:	02.26.2001
	Date Notice to Proceed:	02.26.2001
CHEYENNE WY 82003	Date Work Began:	04.02.2001
Phone:	Date Physical Work Completed:
(307)632-7900	Date Accepted:
Escrow Agent:
Surety Co:
LIBERTY MUTUAL INSURANCE COMPANY

Counties
LINCOLN

Project Number		PCT			Fed State Project Number		Description
60765 000		0.000			STPE-BR-1410(2)		GR BR GDRL BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$1,491,628.48	$1,442,373.49	$49,254.99
$1,487,204.34	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$1,491,628.48	$1,442,373.49	$49,254.99
$1,475,433.95	Retainage	$-14,916.28	$-14,423.73	$-492.55
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
100.30%	Net Earnings	$1,476,712.20	$1,427,949.76	$48,762.44
	Liquidated Damages	-$8,528.00	-$7,216.00	-$1,312.00
	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	$-185.81	$-185.81	$.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	-$8,713.81	-$7,401.81	-$1,312.00
	Payment	$1,467,998.39	$1,420,547.95	$47,450.44
Project Manager			Div. Head/Dist. Eng.
Shaner, Kitty	05.06.2002		Thayer, Gary	05.07.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	05.07.2002
Controller Div. Processed
Burling, Laurie	05.07.2002

		Detailed breakdown of stockpiled materials
Est Nbr:	0012
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0025	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Initial Payment	40,738.28	96619546
		Total for estimate 0012:	40,738.28
Est Nbr:	0015
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0025	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Initial Payment	95,055.98	96780345
		3-A Beams
		Total for estimate 0015:	95,055.98
Est Nbr:	0020
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0025	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Adjustment	-4,073.83	96619546
		S.P. Adjustment	-4,073.83	96780345
		3-A Beams
		Total for estimate 0020:	-8,147.66
Est Nbr:	0021
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0025	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Adjustment	-2,715.89	96619546
		S.P. Adjustment	-2,715.89	96780345
		3-A Beams
		Total for estimate 0021:	-5,431.78
Est Nbr:	0027
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0025	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Closure	-33,948.56	96619546
		S.P. Closure	-88,266.26	96780345
		3-A Beams
		Total for estimate 0027:	-122,214.82
		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                          L006.00	224.00	8.000	1,792.00
COVER CROP SEEDING	ACRE	8.000	1,792.00
		0.000	0.00
		0.000	0.00
0002                          0030.10	5,438.72	1.000	5,438.72
MOBILIZATION	LS	1.000	5,438.72
		1.000	5,438.72
		0.000	0.00
0003                          1000.00	62.10	155.000	9,625.50
LARGE TREE REMOVAL	EACH	155.000	9,625.50
		120.000	7,452.00
		-18.000	-1,117.80
0004                          1011.00	10.04	95.000	953.80
WATER	MGAL	95.000	953.80
		0.000	0.00
		0.000	0.00
0005                          1030.00	8.37	13,325.000	111,530.25
EARTHWORK MEASURED IN EMBANKMENT	CY	13,325.000	111,530.25
		13,325.000	111,530.25
		0.000	0.00
0006                          1040.00	0.43	38,720.000	16,649.60
SLOPE PROTECTION	SY	38,720.000	16,649.60
		38,720.000	16,649.60
		38,720.000	16,649.60
0007                          1040.06	95.20	39.000	3,712.80
SLOPE PROTECTION MULCH	TON	39.000	3,712.80
		40.000	3,808.00
		40.000	3,808.00
0008                          4045.00	1,176.00	1.000	1,176.00
REMOVE STRUCTURE	EACH	1.000	1,176.00
AT STA. 14+77		1.000	1,176.00
		0.000	0.00
0009                          4050.01	22.40	9.000	201.60
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	CY	9.000	201.60
		9.000	201.60
		0.000	0.00
0010                          4300.36	50.40	162.000	8,164.80
36" CULVERT PIPE	LF	162.000	8,164.80
		162.000	8,164.80
		0.000	0.00
0011                          4500.42	100.80	72.000	7,257.60
42" ROUND EQUIVALENT REINFORCED CONCRETE PIPE	LF	72.000	7,257.60
		75.000	7,560.00
		0.000	0.00
4002                          2009.10	395.40	0.000	0.00
GRAVEL EMBEDMENT	STA	14.000	5,535.60
		14.000	5,535.60
		0.000	0.00
90                           L001.19	2,362.50	0.000	0.00
SEEDING, TYPE WETLAND-LOW	ACRE	1.000	2,362.50
		1.000	2,362.50
		1.000	2,362.50
GROUP 1 GRADING		Contracted	166,502.67
		Current	174,400.77
		In place	169,879.07
		This Estimate	21,702.30
GROUP 6 BRIDGE AT STA. 25+10
0012                          0030.60	18,200.00	1.000	18,200.00
MOBILIZATION	LS	1.000	18,200.00
		1.000	18,200.00
		0.000	0.00
0013                          1010.01	8.40	1,320.000	11,088.00
EXCAVATION (ESTABLISHED QUANTITY)	CY	1,320.000	11,088.00
		1,320.000	11,088.00
		0.000	0.00
0014                          3050.15	256.44	53.000	13,591.32
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000	CY	53.000	13,591.32
		53.000	13,591.32
		0.000	0.00
0015                          3051.10	0.64	5,710.000	3,654.40
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	LB	5,710.000	3,654.40
		5,710.000	3,654.40
		0.000	0.00
0016                          6000.10	5,768.00	1.000	5,768.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	5,768.00
		1.000	5,768.00
		0.000	0.00
0017                          6000.11	5,768.00	1.000	5,768.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	5,768.00
		1.000	5,768.00
		0.000	0.00
0018                          6000.62	18,480.00	1.000	18,480.00
PIER NO.3 EXCAVATION	LS	1.000	18,480.00
		1.000	18,480.00
		0.000	0.00
0019                          6001.50	10,752.00	1.000	10,752.00
BENT NO.1 EXCAVATION	LS	1.000	10,752.00
		1.000	10,752.00
		0.000	0.00
0020                          6001.51	10,752.00	1.000	10,752.00
BENT NO.2 EXCAVATION	LS	1.000	10,752.00
		1.000	10,752.00
		0.000	0.00
0021                          6001.53	10,752.00	1.000	10,752.00
BENT NO.4 EXCAVATION	LS	1.000	10,752.00
		1.000	10,752.00
		0.000	0.00
0022                          6005.78	840.00	8.000	6,720.00
EXPANSION BEARING, TFE TYPE	EACH	8.000	6,720.00
		8.000	6,720.00
		4.000	3,360.00
0023                          6010.22	298.18	256.600	76,512.99
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	256.600	76,512.99
		256.600	76,512.99
		0.000	0.00
0024                          6010.26	317.08	397.900	126,166.13
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	397.900	126,166.13
		397.900	126,166.13
		0.000	0.00
0025                          6011.11	188,585.60	1.000	188,585.60
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	188,585.60
AT STA. 25+10		1.000	188,585.60
		0.000	0.00
0026                          6040.00	40,875.52	1.000	40,875.52
REMOVE STRUCTURE	EACH	1.000	40,875.52
AT STA. 24+29		1.000	40,875.52
		0.000	0.00
0027                          6080.00	1.47	2,320.000	3,410.40
STRUCTURAL STEEL FOR SUBSTRUCTURE	LB	2,320.000	3,410.40
		1,300.000	1,911.00
		0.000	0.00
0028                          6105.02	43.09	114.000	4,912.26
ROCK RIPRAP, TYPE B	TON	114.000	4,912.26
		117.000	5,041.53
		-44.000	-1,895.96
0029                          6131.50	0.62	89,870.000	55,719.40
EPOXY COATED REINFORCING STEEL	LB	89,870.000	55,719.40
		89,870.000	55,719.40
		0.000	0.00
0030                          6210.12	20.47	1,900.000	38,893.00
HP 10"X42# STEEL PILING	LF	1,900.000	38,893.00
		1,825.460	37,367.17
		0.000	0.00
0031                          6251.00	1,691.20	4.000	6,764.80
TEST PILE	EACH	4.000	6,764.80
		5.000	8,456.00
		0.000	0.00
0032                          6610.45	117.05	56.500	6,613.33
STRIP SEALS	LF	56.500	6,613.33
		56.500	6,613.33
		0.000	0.00
0033                          8091.00	17.51	103.000	1,803.53
GRANULAR BACKFILL	CY	103.000	1,803.53
		103.000	1,803.53
		7.000	122.57
090                           6210.59	12.28	0.000	0.00
PILE CUT-OFF	LF	1.500	18.42
10"X42# Pile cut-off		49.540	608.35
		0.000	0.00
4001                          6210.59	11.35	0.000	0.00
PILE CUT-OFF	LF	94.760	1,075.53
HP 8"36# Steel Piling		94.760	1,075.53
		0.000	0.00
4003                          6960.03	750.00	0.000	0.00
ADDITIONAL SOIL-SETUP FACTOR	EACH	1.000	750.00
Soil set up on bent No. 1 as requested by Omar Qudus- Bridgedivision		2.000	1,500.00
		0.000	0.00
GROUP 6 BRIDGE AT STA. 25+10		Contracted	665,782.68
		Current	667,626.62
		In place	667,761.80
		This Estimate	1,586.61
GROUP 6A BRIDGE AT STA. 40+25
0034                          0030.60	11,132.80	1.000	11,132.80
MOBILIZATION	LS	1.000	11,132.80
		1.000	11,132.80
		0.000	0.00
0035                          3050.15	256.27	52.900	13,556.68
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000	CY	52.900	13,556.68
		52.900	13,556.68
		0.000	0.00
0036                          3051.10	0.64	5,670.000	3,628.80
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	LB	5,670.000	3,628.80
		5,670.000	3,628.80
		0.000	0.00
0037                          6000.10	3,808.00	1.000	3,808.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	3,808.00
		1.000	3,808.00
		0.000	0.00
0038                          6000.11	3,808.00	1.000	3,808.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	3,808.00
		1.000	3,808.00
		0.000	0.00
0039                          6001.50	952.00	1.000	952.00
BENT NO.1 EXCAVATION	LS	1.000	952.00
		1.000	952.00
		0.000	0.00
0040                          6001.51	952.00	1.000	952.00
BENT NO.2 EXCAVATION	LS	1.000	952.00
		1.000	952.00
		0.000	0.00
0041                          6005.78	798.00	8.000	6,384.00
EXPANSION BEARING, TFE TYPE	EACH	8.000	6,384.00
		8.000	6,384.00
		0.000	0.00
0042                          6010.22	309.47	87.400	27,047.68
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	87.400	27,047.68
		87.400	27,047.68
		0.000	0.00
0043                          6010.26	319.61	169.500	54,173.90
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	169.500	54,173.90
		169.500	54,173.89
		0.000	0.00
0044                          6011.11	77,644.00	1.000	77,644.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	77,644.00
AT STA. 40+25		1.000	77,644.00
		0.000	0.00
0045                          6040.00	37,296.00	1.000	37,296.00
REMOVE STRUCTURE	EACH	1.000	37,296.00
AT STA. 40+55		1.000	37,296.00
		0.000	0.00
0046                          6080.00	1.78	1,300.000	2,314.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	LB	1,300.000	2,314.00
		280.000	498.40
		0.000	0.00
0047                          6105.02	51.89	27.000	1,401.03
ROCK RIPRAP, TYPE B	TON	27.000	1,401.03
		27.000	1,401.03
		0.000	0.00
0048                          6131.50	0.65	37,590.000	24,433.50
EPOXY COATED REINFORCING STEEL	LB	37,590.000	24,433.50
		37,590.000	24,433.50
		0.000	0.00
0049                          6210.12	25.30	930.000	23,529.00
HP 10"X42# STEEL PILING	LF	930.000	23,529.00
		930.000	23,529.00
		0.000	0.00
0050                          6610.45	117.05	56.500	6,613.33
STRIP SEALS	LF	56.500	6,613.33
		56.500	6,613.33
		0.000	0.00
0051                          8091.00	17.51	103.000	1,803.53
GRANULAR BACKFILL	CY	103.000	1,803.53
		103.000	1,803.53
		0.000	0.00
0088                          6210.59	6.64	0.000	0.00
PILE CUT-OFF	LF	200.000	1,328.00
		200.000	1,328.00
		0.000	0.00
89                           6210.61	102.35	0.000	0.00
PILE SPLICE	EACH	1.000	102.35
Pile splice HP 10"X42# steel piling		1.000	102.35
		1.000	102.35
GROUP 6A BRIDGE AT STA. 40+25		Contracted	300,478.24
		Current	301,908.59
		In place	300,092.99
		This Estimate	102.35
GROUP 6B BRIDGE AT STA. 25+10 - 70' LT.
0052                          0030.60	6,440.00	1.000	6,440.00
MOBILIZATION	LS	1.000	6,440.00
		1.000	6,440.00
		0.000	0.00
0053                          6041.00	17,976.00	1.000	17,976.00
REMOVE DETOUR BRIDGE	EACH	1.000	17,976.00
AT STA. 25+10 - 70' LT.		1.000	17,976.00
		0.200	3,595.20
0054                          6052.00	26,930.40	1.000	26,930.40
ERECTING DETOUR BRIDGE	EACH	1.000	26,930.40
AT STA. 25+10 - 70' LT.		1.000	26,930.40
		0.000	0.00
0055                          6080.00	0.99	5,160.000	5,108.40
STRUCTURAL STEEL FOR SUBSTRUCTURE	LB	5,160.000	5,108.40
		5,660.000	5,603.40
		0.000	0.00
0056                          6210.11	18.92	1,220.000	23,082.40
HP 8"X36# STEEL PILING	LF	1,220.000	23,082.40
		1,125.240	21,289.54
		0.000	0.00
0057                          6310.00	11.07	1,760.000	19,483.20
STEEL SHEET PILING	SF	1,760.000	19,483.20
		1,560.000	17,269.20
		0.000	0.00
GROUP 6B BRIDGE AT STA. 25+10 - 70' LT.		Contracted	99,020.40
		Current	99,020.40
		In place	95,508.54
		This Estimate	3,595.20
GROUP 7 GUARDRAIL
0058                          0030.70	1,411.20	1.000	1,411.20
MOBILIZATION	LS	1.000	1,411.20
		1.000	1,411.20
		1.000	1,411.20
0059                          7020.00	1,176.00	8.000	9,408.00
BRIDGE APPROACH SECTIONS	EACH	8.000	9,408.00
		8.000	9,408.00
		8.000	9,408.00
0060                          7021.45	1,148.00	8.000	9,184.00
BREAKAWAY CABLE TERMINAL	EACH	8.000	9,184.00
		8.000	9,184.00
		8.000	9,184.00
GROUP 7 GUARDRAIL		Contracted	20,003.20
		Current	20,003.20
		In place	20,003.20
		This Estimate	20,003.20
GROUP 9 BITUMINOUS
0061                          0030.90	25,399.36	1.000	25,399.36
MOBILIZATION	LS	1.000	25,399.36
		1.000	25,399.36
		0.000	0.00
0062                          2001.00	12.91	170.000	2,194.70
GRAVEL SURFACE COURSE	CY	170.000	2,194.70
		170.000	2,194.70
		0.000	0.00
0063                          2020.00	6.37	32.000	203.84
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS	SY	32.000	203.84
		32.000	203.84
		0.000	0.00
0064                          2021.00	113.12	1.000	113.12
MAILBOX POST	EACH	1.000	113.12
		1.000	113.12
		0.000	0.00
0065                          9005.00	35.56	100.000	3,556.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	TON	100.000	3,556.00
SP2(0.5)		60.000	2,133.60
		0.000	0.00
0066                          9005.30	24.20	3,130.000	75,746.00
ASPHALTIC CONCRETE, TYPE SP2(0.5)	TON	3,130.000	75,746.00
		3,298.600	79,826.12
		0.000	0.00
0067                          9021.01	239.46	174.420	41,766.61
PERFORMANCE GRADED BINDER (64-22)	TON	174.420	41,766.61
		169.269	40,533.15
		0.000	0.00
0068                          9053.00	0.91	1,970.000	1,792.70
TACK COAT	GAL	1,970.000	1,792.70
		1,170.000	1,064.70
		0.000	0.00
0069                          9110.01	64.96	10.000	649.60
RENTAL OF LOADER, FULLY OPERATED	HOUR	10.000	649.60
		0.000	0.00
		0.000	0.00
0070                          9110.02	58.46	10.000	584.60
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	10.000	584.60
		0.000	0.00
		0.000	0.00
0071                          9110.03	46.82	10.000	468.20
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	10.000	468.20
		0.000	0.00
		0.000	0.00
0072                          9110.07	46.26	10.000	462.60
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	10.000	462.60
		0.000	0.00
		0.000	0.00
0073                          9111.00	10.06	146.000	1,468.76
WATER	MGAL	146.000	1,468.76
		0.000	0.00
		0.000	0.00
0074                          9170.00	21.39	93.946	2,009.50
EARTH SHOULDER CONSTRUCTION	STA	93.946	2,009.50
		93.946	2,009.50
		13.209	282.54
0075                          9173.00	147.89	10.224	1,512.03
SUBGRADE PREPARATION	STA	10.224	1,512.03
		11.173	1,652.37
		0.000	0.00
0076                          9173.15	21.29	73.500	1,564.81
TRENCHED WIDENING	STA	73.500	1,564.81
		73.500	1,564.82
		0.000	0.00
0077                          9179.24	1,016.85	9.740	9,904.12
COLD MILLING, CLASS 4	STA	9.740	9,904.12
		12.600	12,812.31
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	169,396.56
		Current	169,396.56
		In place	169,507.59
		This Estimate	282.54
GROUP 10 GENERAL ITEMS
0078                          0001.08	0.50	15,168.000	7,584.00
BARRICADE, TYPE II	BDAY	15,168.000	7,584.00
		27,433.000	13,716.50
		377.000	188.50
0079                          0001.10	4.20	4,029.000	16,921.80
BARRICADE, TYPE III	BDAY	4,029.000	16,921.80
		6,912.000	29,030.40
		27.000	113.40
0080                          0001.30	5.60	1,185.000	6,636.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	1,185.000	6,636.00
		773.000	4,328.80
		-2.000	-11.20
0081                          0001.90	0.56	18,765.000	10,508.40
SIGN DAY	EACH	18,765.000	10,508.40
		15,722.000	8,804.32
		-7.000	-3.92
0082                          0003.10	212.00	14.000	2,968.00
FLAGGING	DAY	14.000	2,968.00
		17.000	3,604.00
		8.000	1,696.00
0083                          0010.04	6,160.00	1.000	6,160.00
FIELD OFFICE	EACH	1.000	6,160.00
		1.000	6,160.00
		0.000	0.00
0084                          0030.00	3,472.00	1.000	3,472.00
MOBILIZATION	LS	1.000	3,472.00
		0.930	3,231.20
		0.000	0.00
91                           0002.70	11.50	0.000	0.00
PERMANENT PAVEMENT MARKING	STA	52.000	598.00
State opted not to do this work with their forces.		0.000	0.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	54,250.20
		Current	54,848.20
		In place	68,875.22
		This Estimate	1,982.78
Totals for contract		Contracted	1,475,433.95
		Current	1,487,204.34
		In place	1,491,628.41
		This Estimate	49,254.98