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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	2853 SIMON CONTRACTORS AND SUBSIDIARIES
Contract ID:	6321
Estimate Number:	0010
Pay Period End Date:	08.02.2003

Contract Location:
WESTERN CANAL BRIDGE WEST OF OGALLALA	Estimate Type:	PROG
Contractor:
SIMON CONTRACTORS AND SUBSIDIARIES	Date Let:	02.06.2003
4819 S INDUSTRIAL SERVICE RD	Date Awarded:	02.20.2003
PO BOX 347	Date Contract Executed:	03.10.2003
	Date Notice to Proceed:	03.10.2003
CHEYENNE WY 82003-0347	Date Work Began:
Phone:	Date Physical Work Completed:
(307)632-7900	Date Accepted:
Escrow Agent:
Surety Co:
LIBERTY MUTUAL INSURANCE COMPANY

Counties
KEITH

Project Number		PCT			Fed State Project Number		Description
61321 000		0.000			ER-80-3(128)		GR CP BR GDRL FENCE

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$833,826.75	$668,288.05	$165,538.70
$1,406,180.43	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$833,826.75	$668,288.05	$165,538.70
$1,420,829.66	Retainage	$-8,338.27	$-6,682.88	$-1,655.39
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
59.30%	Net Earnings	$825,488.48	$661,605.17	$163,883.31
	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	$-57.00	$.00	$-57.00
	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	-$57.00	$.00	-$57.00
	Payment	$825,431.48	$661,605.17	$163,826.31
Project Manager			Div. Head/Dist. Eng.
Brinker, Gary	08.04.2003		O'Donnell, Les	08.04.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	08.05.2003
Controller Div. Processed
Burling, Laurie	08.05.2003

		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	17,136.00	1.000	17,136.00
MOBILIZATION	LS	1.000	17,136.00
		0.000	0.00
		0.000	0.00
0002                          1009.00	5,824.00	1.000	5,824.00
GENERAL CLEARING AND GRUBBING	LS	1.000	5,824.00
		1.000	5,824.00
		0.500	2,912.00
0003                          1010.01	5.38	9,813.000	52,793.94
EXCAVATION (ESTABLISHED QUANTITY)	CY	9,813.000	52,793.94
		6,000.000	32,280.00
		6,000.000	32,280.00
0004                          1011.00	22.40	97.000	2,172.80
WATER	MGAL	97.000	2,172.80
		0.000	0.00
		0.000	0.00
0005                          1043.50	3.00	2,548.000	7,644.00
RIPRAP FILTER FABRIC	SY	2,548.000	7,644.00
		1,577.680	4,733.04
		451.670	1,355.01
0006                          1101.00	3.92	1,562.000	6,123.04
REMOVE PAVEMENT	SY	1,562.000	6,123.04
		1,873.775	7,345.20
		0.000	0.00
0007                          1102.00	6.34	5,367.000	34,026.78
REMOVE ASPHALT SURFACE	SY	5,367.000	34,026.78
		0.000	0.00
		0.000	0.00
0008                          1111.00	6.22	45.000	279.90
REMOVE FENCE	LF	45.000	279.90
		0.000	0.00
		0.000	0.00
0009                          4035.25	168.00	2.000	336.00
REMOVE AND SALVAGE FLARED-END SECTION	EACH	2.000	336.00
		0.000	0.00
		0.000	0.00
0010                          4043.00	6.72	500.000	3,360.00
REMOVE CULVERT PIPE	LF	500.000	3,360.00
		0.000	0.00
		0.000	0.00
0011                          4050.01	10.18	110.000	1,119.80
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	CY	110.000	1,119.80
		0.000	0.00
		0.000	0.00
0012                          6104.00	27.16	1,600.000	43,456.00
BROKEN CONCRETE RIPRAP	TON	1,600.000	43,456.00
		1,013.410	27,524.21
		0.000	0.00
0013                          6105.02	51.69	950.000	49,105.50
ROCK RIPRAP, TYPE B	TON	950.000	49,105.50
		247.570	12,796.89
		247.570	12,796.89
0014                          7017.50	4.48	1,121.000	5,022.08
REMOVE & SALVAGE GUARDRAIL	LF	1,121.000	5,022.08
		1,121.000	5,022.08
		560.000	2,508.80
0015                          L006.00	280.00	6.000	1,680.00
COVER CROP SEEDING	ACRE	6.000	1,680.00
		0.000	0.00
		0.000	0.00
0016                          L020.00	1.68	4,030.000	6,770.40
EROSION CONTROL	SY	4,030.000	6,770.40
		0.000	0.00
		0.000	0.00
0017                          L020.11	10.08	4,284.000	43,182.72
EROSION CONTROL, TYPE AAAA	SY	4,284.000	43,182.72
		0.000	0.00
		0.000	0.00
GROUP 1 GRADING		Contracted	280,032.96
		Current	280,032.96
		In place	95,525.42
		This Estimate	51,852.70
GROUP 3 CONCRETE PAVEMENT
0018                          0030.30	3,136.00	1.000	3,136.00
MOBILIZATION	LS	1.000	3,136.00
		1.000	3,136.00
		0.000	0.00
0019                          3075.72	63.36	112.000	7,096.32
12" CONCRETE PAVEMENT, CLASS 47B-3500	SY	112.000	7,096.32
		111.443	7,061.03
		0.000	0.00
0020                          3075.76	69.14	192.000	13,274.88
12" DOWELED CONCRETE PAVEMENT, CLASS 47B-3500	SY	192.000	13,274.88
		178.155	12,317.64
		0.000	0.00
0021                          8029.86	8.18	304.000	2,486.72
BITUMINOUS FOUNDATION COURSE 6"	SY	304.000	2,486.72
		244.732	2,001.91
		0.000	0.00
0022                          9188.50	32.92	967.000	31,833.64
SURFACING UNDER GUARDRAIL	SY	967.000	31,833.64
		504.800	16,618.05
		0.000	0.00
0023                          L001.02	1,120.00	4.000	4,480.00
SEEDING, TYPE B	ACRE	4.000	4,480.00
		0.000	0.00
		0.000	0.00
0024                          L032.75	168.00	9.000	1,512.00
MULCH	TON	9.000	1,512.00
		0.000	0.00
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	63,819.56
		Current	63,819.56
		In place	41,134.63
		This Estimate	0.00
GROUP 6B BRIDGE AT STA. 108+05 LT.
0055                          0030.60	30,688.00	1.000	30,688.00
MOBILIZATION	LS	1.000	30,688.00
		1.000	30,688.00
		0.000	0.00
0056                          3050.15	219.69	200.500	44,047.85
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000	CY	200.500	44,047.85
		200.500	44,047.85
		0.000	0.00
0057                          3051.10	0.65	19,975.000	12,983.75
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	LB	19,975.000	12,983.75
		19,975.000	12,983.75
		0.000	0.00
0058                          6000.10	2,352.00	1.000	2,352.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,352.00
		1.000	2,352.00
		0.000	0.00
0059                          6000.11	2,352.00	1.000	2,352.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,352.00
		1.000	2,352.00
		0.000	0.00
0060                          6005.60	420.00	10.000	4,200.00
ELASTOMERIC BEARING	EACH	10.000	4,200.00
		10.000	4,200.00
		0.000	0.00
0061                          6010.22	375.47	62.000	23,279.14
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	62.000	23,279.14
		62.000	23,279.14
		0.000	0.00
0062                          6010.26	386.09	142.200	54,902.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	142.200	54,902.00
		142.200	54,902.01
		0.000	0.00
0063                          6011.11	51,688.00	1.000	51,688.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	51,688.00
AT STA. 108+05		1.000	51,688.00
		0.000	0.00
0064                          6040.00	49,952.00	1.000	49,952.00
REMOVE STRUCTURE	EACH	1.000	49,952.00
AT STA. 108+55.83 LT.		1.000	49,952.00
		0.000	0.00
0065                          6080.00	1.76	3,500.000	6,160.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	LB	3,500.000	6,160.00
		3,500.000	6,160.00
		0.000	0.00
0066                          6131.50	0.64	31,785.000	20,342.40
EPOXY COATED REINFORCING STEEL	LB	31,785.000	20,342.40
		31,785.000	20,342.40
		0.000	0.00
0067                          6210.50	23.52	1,930.000	45,393.60
PIPE PILING	LF	1,930.000	45,393.60
		2,415.815	56,819.97
		0.000	0.00
0068                          6310.00	13.24	4,125.000	54,615.00
STEEL SHEET PILING	SF	4,125.000	54,615.00
		4,123.724	54,598.11
		0.000	0.00
0069                          8091.00	11.27	375.000	4,226.25
GRANULAR BACKFILL	CY	375.000	4,226.25
		375.000	4,226.25
		0.000	0.00
4002                          6210.60	14.112	0.000	0.00
PAY CUT-OFF FOR PIPE PILE	LF	16.200	228.61
		18.350	258.96
		0.000	0.00
4003                          6210.61	117.60	0.000	0.00
PILE SPLICE	EACH	25.000	2,940.00
		20.000	2,352.00
		0.000	0.00
GROUP 6B BRIDGE AT STA. 108+05 LT.		Contracted	407,181.98
		Current	410,350.60
		In place	421,202.44
		This Estimate	0.00
GROUP 6C BRIDGE AT STA. 108+05 RT.
0070                          0030.60	30,688.00	1.000	30,688.00
MOBILIZATION	LS	1.000	30,688.00
		0.000	0.00
		0.000	0.00
0071                          3050.15	219.69	200.500	44,047.85
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000	CY	200.500	44,047.85
		0.000	0.00
		0.000	0.00
0072                          3051.10	0.65	19,975.000	12,983.75
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	LB	19,975.000	12,983.75
		0.000	0.00
		0.000	0.00
0073                          6000.10	2,352.00	1.000	2,352.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,352.00
		1.000	2,352.00
		1.000	2,352.00
0074                          6000.11	2,352.00	1.000	2,352.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,352.00
		1.000	2,352.00
		1.000	2,352.00
0075                          6005.60	420.00	10.000	4,200.00
ELASTOMERIC BEARING	EACH	10.000	4,200.00
		0.000	0.00
		0.000	0.00
0076                          6010.22	375.47	62.000	23,279.14
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	62.000	23,279.14
		0.000	0.00
		0.000	0.00
0077                          6010.26	386.09	142.200	54,902.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	142.200	54,902.00
		0.000	0.00
		0.000	0.00
0078                          6011.11	51,688.00	1.000	51,688.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	51,688.00
AT STA. 108+05		0.000	0.00
		0.000	0.00
0079                          6040.00	49,952.00	1.000	49,952.00
REMOVE STRUCTURE	EACH	1.000	49,952.00
AT STA. 108+55.83 LT.		1.000	49,952.00
		1.000	49,952.00
0080                          6080.00	1.76	3,500.000	6,160.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	LB	3,500.000	6,160.00
		0.000	0.00
		0.000	0.00
0081                          6131.50	0.64	31,785.000	20,342.40
EPOXY COATED REINFORCING STEEL	LB	31,785.000	20,342.40
		0.000	0.00
		0.000	0.00
0082                          6210.50	23.55	1,930.000	45,451.50
PIPE PILING	LF	1,930.000	45,451.50
		1,470.140	34,621.80
		1,470.140	34,621.80
0083                          6310.00	13.24	4,125.000	54,615.00
STEEL SHEET PILING	SF	4,125.000	54,615.00
		668.700	8,853.59
		668.700	8,853.59
0084                          8091.00	11.27	375.000	4,226.25
GRANULAR BACKFILL	CY	375.000	4,226.25
		0.000	0.00
		0.000	0.00
4004                          6210.60	14.13	0.000	0.00
PAY CUT-OFF FOR PIPE PILE	LF	399.590	5,646.21
		399.590	5,646.21
		399.590	5,646.21
4005                          6210.61	117.75	0.000	0.00
PILE SPLICE	EACH	1.000	117.75
		1.000	117.75
		1.000	117.75
GROUP 6C BRIDGE AT STA. 108+05 RT.		Contracted	407,239.88
		Current	413,003.84
		In place	103,895.35
		This Estimate	103,895.35
GROUP 7 GUARDRAIL
0085                          0030.70	5,264.00	1.000	5,264.00
MOBILIZATION	LS	1.000	5,264.00
		0.889	4,679.70
		0.000	0.00
0086                          7011.20	12.50	612.500	7,656.25
W-BEAM GUARDRAIL	LF	612.500	7,656.25
		281.250	3,515.63
		0.000	0.00
0087                          7018.50	16,968.00	1.000	16,968.00
TEMPORARY GUARDRAIL	LS	1.000	16,968.00
		1.000	16,968.00
		0.000	0.00
0088                          7020.00	2,246.72	4.000	8,986.88
BRIDGE APPROACH SECTIONS	EACH	4.000	8,986.88
		2.000	4,493.44
		0.000	0.00
0089                          7024.25	1,973.44	4.000	7,893.76
GUARDRAIL END TREATMENT, TYPE I	EACH	4.000	7,893.76
		2.000	3,946.88
		0.000	0.00
4001                          A900.10	215.50	0.000	0.00
ADDITIONAL WORK	EACH	2.000	431.00
DRILL AND PLACE BOLTS IN BRIDGE RAIL FOR TEMP GUARDRAIL		2.000	431.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	46,768.89
		Current	47,199.89
		In place	34,034.65
		This Estimate	0.00
GROUP 7B FENCING
0090                          0030.71	1,344.00	1.000	1,344.00
MOBILIZATION	LS	1.000	1,344.00
		0.000	0.00
		0.000	0.00
0091                          7100.00	4.48	593.000	2,656.64
RIGHT-OF-WAY FENCE	LF	593.000	2,656.64
		0.000	0.00
		0.000	0.00
0092                          7103.00	210.56	4.000	842.24
END POSTS	EACH	4.000	842.24
		0.000	0.00
		0.000	0.00
0093                          7105.00	224.00	4.000	896.00
CORNER POSTS	EACH	4.000	896.00
		0.000	0.00
		0.000	0.00
GROUP 7B FENCING		Contracted	5,738.88
		Current	5,738.88
		In place	0.00
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0094                          0001.00	504.00	216.000	108,864.00
SURVEILLANCE OF TEMPORARY TRAFFIC CONTROL DEVICES	CDAY	216.000	108,864.00
		125.000	63,000.00
		14.000	7,056.00
0095                          0001.08	0.50	18,630.000	9,315.00
BARRICADE, TYPE II	BDAY	18,630.000	9,315.00
		18,744.000	9,372.00
		2,100.000	1,050.00
0096                          0001.10	0.73	2,478.000	1,808.94
BARRICADE, TYPE III	BDAY	2,478.000	1,808.94
		1,368.000	998.64
		154.000	112.42
0097                          0001.75	3.36	150.000	504.00
TEMPORARY SIGN DAY	EACH	150.000	504.00
		6.000	20.16
		0.000	0.00
0098                          0001.90	0.50	15,990.000	7,995.00
SIGN DAY	EACH	15,990.000	7,995.00
		9,174.000	4,587.00
		1,036.000	518.00
0099                          0001.98	0.73	1,230.000	897.90
CONTRACTOR FURNISHED SIGN	EACH	1,230.000	897.90
		1,600.000	1,168.00
		182.000	132.86
0100                          0002.30	0.56	6,000.000	3,360.00
PAVEMENT MARKING REMOVAL	LF	6,000.000	3,360.00
		16,621.000	9,307.76
		0.000	0.00
0101                          0002.39	0.95	10,400.000	9,880.00
TEMPORARY PAVEMENT MARKING, TYPE II	LF	10,400.000	9,880.00
		16,903.000	16,057.85
		0.000	0.00
0102                          0002.46	0.34	25,500.000	8,670.00
TEMPORARY PAVEMENT MARKING, TYPE RPM	LF	25,500.000	8,670.00
		32,579.000	11,076.86
		0.000	0.00
0103                          0002.47	0.73	3,500.000	2,555.00
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION	LF	3,500.000	2,555.00
		4,322.000	3,155.06
		0.000	0.00
0104                          0002.85	26.88	120.000	3,225.60
TUBULAR POST	EACH	120.000	3,225.60
		70.000	1,881.60
		0.000	0.00
0105                          0002.87	31.36	140.000	4,390.40
CHANNELIZING BLOCK	EACH	140.000	4,390.40
		93.000	2,916.48
		0.000	0.00
0106                          0002.97	16.80	416.000	6,988.80
FLASHING ARROW PANEL	DAY	416.000	6,988.80
		252.000	4,233.60
		28.000	470.40
0107                          0003.51	11.20	340.000	3,808.00
INSTALL CONCRETE PROTECTION BARRIER	LF	0.000	0.00
		0.000	0.00
		0.000	0.00
0108                          0003.56	11.20	340.000	3,808.00
RELOCATE CONCRETE PROTECTION BARRIER	LF	0.000	0.00
		0.000	0.00
		0.000	0.00
0109                          0010.04	3,360.00	1.000	3,360.00
FIELD OFFICE	EACH	1.000	3,360.00
		1.000	3,360.00
		0.000	0.00
0110                          0030.00	2,352.00	1.000	2,352.00
MOBILIZATION	LS	1.000	2,352.00
		1.000	2,352.00
		0.000	0.00
0111                          7019.50	14,156.80	1.000	14,156.80
IMPACT ATTENUATOR	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00
0112                          7019.65	2,240.00	1.000	2,240.00
RELOCATE IMPACT ATTENUATOR	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00
0113                          A699.90	2,082.08	1.000	2,082.08
REMOVE	EACH	1.000	2,082.08
CROSSOVER LIGHTING SYSTEM, STA. 87+00		0.000	0.00
		0.000	0.00
0114                          A699.91	2,082.08	1.000	2,082.08
REMOVE	EACH	1.000	2,082.08
CROSSOVER LIGHTING SYSTEM, STA. 120+00		0.000	0.00
		0.000	0.00
0115                          A800.51	18.54	205.000	3,800.70
OPERATION AND MAINTENANCE OF CROSSOVER LIGHTING SYSTEM	DAY	205.000	3,800.70
STA. 87+00		121.000	2,243.34
		12.000	222.48
0116                          A800.53	19.04	205.000	3,903.20
OPERATION & MAINTENANCE OF CROSSOVER LIGHTING SYSTEM	DAY	205.000	3,903.20
STA. 120+00		121.000	2,303.84
		12.000	228.48
GROUP 10 GENERAL ITEMS		Contracted	210,047.50
		Current	186,034.70
		In place	138,034.19
		This Estimate	9,790.64
Totals for contract		Contracted	1,420,829.66
		Current	1,406,180.43
		In place	833,826.68
		This Estimate	165,538.69