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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0083 WERNER CONSTRUCTION, INC.
Contract ID:	4077
Estimate Number:	0006
Pay Period End Date:	05.11.2002

Contract Location:
MCCOOL JCT SOUTH	Estimate Type:	PROG
Contractor:
WERNER CONSTRUCTION, INC.	Date Let:	07.12.2001
129 E 2ND ST	Date Awarded:	07.24.2001
PO BOX 1087	Date Contract Executed:	07.27.2001
	Date Notice to Proceed:	07.27.2001
HASTINGS NE 68902-1087	Date Work Began:	10.20.2001
Phone:	Date Physical Work Completed:
(402)463-4545	Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY

Counties
YORK

Project Number		PCT			Fed State Project Number		Description
42077 000		0.000			S-81-2(1029)		BR GDRL BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$340,205.42	$323,109.93	$17,095.49
$602,937.49	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$340,205.42	$323,109.93	$17,095.49
$596,659.86	Retainage	$-3,402.05	$-3,231.10	$-170.95
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
56.42%	Net Earnings	$336,803.37	$319,878.83	$16,924.54
	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	$.00	$.00	$.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	$.00	$.00	$.00
	Payment	$336,803.37	$319,878.83	$16,924.54
Project Manager			Div. Head/Dist. Eng.
Grooms, Jerry	05.14.2002		Meyer, Keith	05.14.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	05.14.2002
Controller Div. Processed
Burling, Laurie	05.14.2002

		Detailed breakdown of stockpiled materials
Est Nbr:	0001
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0016	6200.00	CONCRETE PILING
		S.P. Initial Payment	10,590.75	CI04785
		type 1 conc piling
		Total for estimate 0001:	10,590.75
Est Nbr:	0002
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0016	6200.00	CONCRETE PILING
		S.P. Adjustment	-10,590.75	CI04785
		type 1 conc piling
		Total for estimate 0002:	-10,590.75
		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. 255+72.1
0001                          0030.60	34,000.00	1.000	34,000.00
MOBILIZATION	LS	1.000	34,000.00
		1.000	34,000.00
		0.000	0.00
0002                          1010.01	19.50	40.000	780.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	40.000	780.00
		40.000	780.00
		40.000	780.00
0003                          1043.50	3.00	843.000	2,529.00
RIPRAP FILTER FABRIC	m2	843.000	2,529.00
		874.000	2,622.00
		0.000	0.00
0004                          3050.15	242.00	108.900	26,353.80
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	108.900	26,353.80
		108.900	26,353.80
		0.000	0.00
0005                          3051.10	1.32	7,804.000	10,301.28
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	7,804.000	10,301.28
		7,804.000	10,301.28
		0.000	0.00
0006                          6000.10	2,000.00	1.000	2,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00
0007                          6000.11	2,000.00	1.000	2,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00
0008                          6001.50	8,000.00	1.000	8,000.00
BENT NO.1 EXCAVATION	LS	1.000	8,000.00
		1.000	8,000.00
		0.000	0.00
0009                          6001.51	8,000.00	1.000	8,000.00
BENT NO.2 EXCAVATION	LS	1.000	8,000.00
		1.000	8,000.00
		0.000	0.00
0010                          6010.22	405.50	117.200	47,524.60
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	117.200	47,524.60
		117.200	47,524.60
		0.000	0.00
0011                          6010.26	405.50	105.100	42,618.05
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	105.100	42,618.05
		105.100	42,618.05
		0.000	0.00
0012                          6040.00	9,000.00	1.000	9,000.00
REMOVE STRUCTURE	EACH	1.000	9,000.00
AT STA. 255+72.1		1.000	9,000.00
		0.000	0.00
0013                          6080.00	6.60	550.000	3,630.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	550.000	3,630.00
		550.000	3,630.00
		0.000	0.00
0014                          6105.02	35.25	843.000	29,715.75
ROCK RIPRAP, TYPE B	Mg	843.000	29,715.75
		669.007	23,582.50
		401.472	14,151.89
0015                          6131.50	1.32	18,265.000	24,109.80
EPOXY COATED REINFORCING STEEL	kg	18,265.000	24,109.80
		14,305.000	18,882.60
		0.000	0.00
0016                          6200.00	98.50	441.800	43,517.30
CONCRETE PILING	m	441.800	43,517.30
		441.800	43,517.30
		0.000	0.00
0017                          6310.00	140.00	292.700	40,978.00
STEEL SHEET PILING	m2	232.700	32,578.00
		250.920	35,128.80
		0.000	0.00
0018                          8091.00	30.00	109.000	3,270.00
GRANULAR BACKFILL	m3	109.000	3,270.00
		109.000	3,270.00
		0.000	0.00
4001                          1101.00	5.25	0.000	0.00
REMOVE PAVEMENT	m2	316.000	1,659.00
bridge approach's		316.000	1,659.00
		0.000	0.00
4002                          1135.58	4,725.00	0.000	0.00
REMOVE CONCRETE OBSTRUCTION	LS	1.000	4,725.00
Remove Broken Concrete		1.000	4,725.00
		0.000	0.00
4003                          6131.50	2.17	0.000	0.00
EPOXY COATED REINFORCING STEEL	kg	534.000	1,158.78
Additional		0.000	0.00
		0.000	0.00
4004                          2015.00	18.17	0.000	0.00
CRUSHED ROCK BEDDING	Mg	115.292	2,094.86
		104.557	1,899.80
		104.557	1,899.80
4005                          6310.15	84.00	0.000	0.00
PAY CUT-OFF FOR STEEL SHEET PILING	m2	60.000	5,040.00
see metric spec.70305.05 paragraph 2		40.510	3,402.84
		0.000	0.00
GROUP 6 BRIDGE AT STA. 255+72.1		Contracted	338,327.58
		Current	344,605.22
		In place	332,897.57
		This Estimate	16,831.69
GROUP 7 GUARDRAIL
0019                          0030.70	2,500.00	1.000	2,500.00
MOBILIZATION	LS	1.000	2,500.00
		0.000	0.00
		0.000	0.00
0020                          7011.20	53.13	19.100	1,014.78
W-BEAM GUARDRAIL	m	19.100	1,014.78
		0.000	0.00
		0.000	0.00
0021                          7017.00	8.44	74.000	624.56
REMOVE GUARDRAIL	m	74.000	624.56
		106.000	894.64
		0.000	0.00
0022                          7020.00	1,130.50	4.000	4,522.00
BRIDGE APPROACH SECTIONS	EACH	4.000	4,522.00
		0.000	0.00
		0.000	0.00
0023                          7021.70	1,766.00	3.000	5,298.00
GUARDRAIL END TREATMENT, SRT-350	EACH	3.000	5,298.00
		0.000	0.00
		0.000	0.00
0024                          7022.00	440.00	1.000	440.00
END ANCHORAGE ASSEMBLY	EACH	1.000	440.00
		0.000	0.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	14,399.34
		Current	14,399.34
		In place	894.64
		This Estimate	0.00
GROUP 9 BITUMINOUS
0025                          L001.02	2,500.00	0.050	125.00
SEEDING, TYPE B	ha	0.050	125.00
		0.000	0.00
		0.000	0.00
0026                          L020.00	2.10	193.200	405.72
EROSION CONTROL	m2	193.200	405.72
		0.000	0.00
		0.000	0.00
0027                          L022.75	20.50	37.000	758.50
TEMPORARY SILT CHECK	m	37.000	758.50
		0.000	0.00
		0.000	0.00
0028                          L032.75	220.40	0.250	55.10
MULCH	Mg	0.250	55.10
		0.000	0.00
		0.000	0.00
0029                          0002.40	36.00	43.500	1,566.00
TEMPORARY SOLID LINES	StaM	43.500	1,566.00
		0.000	0.00
		0.000	0.00
0030                          0002.45	33.00	26.300	867.90
TEMPORARY BROKEN LINES	StaM	26.300	867.90
		0.000	0.00
		0.000	0.00
0031                          0030.90	34,050.00	1.000	34,050.00
MOBILIZATION	LS	1.000	34,050.00
		0.000	0.00
		0.000	0.00
0032                          1009.00	2,000.00	1.000	2,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	2,000.00
		0.000	0.00
		0.000	0.00
0033                          1030.00	15.00	52.000	780.00
EARTHWORK MEASURED IN EMBANKMENT	m3	52.000	780.00
		0.000	0.00
		0.000	0.00
0034                          1102.00	5.75	1,052.000	6,049.00
REMOVE ASPHALT SURFACE	m2	1,052.000	6,049.00
		0.000	0.00
		0.000	0.00
0035                          4004.50	4.95	224.000	1,108.80
CAST IRON GRATE AND FRAME	kg	224.000	1,108.80
		0.000	0.00
		0.000	0.00
0036                          4040.10	250.00	4.000	1,000.00
REMOVE INLET TOP	EACH	4.000	1,000.00
		0.000	0.00
		0.000	0.00
0037                          4105.58	1,200.00	3.160	3,792.00
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	3.160	3,792.00
		0.000	0.00
		0.000	0.00
0038                          4155.50	4.41	81.000	357.21
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	81.000	357.21
		0.000	0.00
		0.000	0.00
0039                          9005.00	39.74	100.000	3,974.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	100.000	3,974.00
SP2(12.5mm)		0.000	0.00
		0.000	0.00
0040                          9005.30	34.74	2,810.000	97,619.40
ASPHALTIC CONCRETE, TYPE SP2(12.5)	Mg	2,810.000	97,619.40
		0.000	0.00
		0.000	0.00
0041                          9009.00	4.50	77.000	346.50
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	77.000	346.50
		0.000	0.00
		0.000	0.00
0042                          9021.01	190.00	157.140	29,856.60
PERFORMANCE GRADED BINDER (64-22)	Mg	157.140	29,856.60
		0.000	0.00
		0.000	0.00
0043                          9053.00	0.26	13,030.000	3,387.80
TACK COAT	L	13,030.000	3,387.80
		0.000	0.00
		0.000	0.00
0044                          9110.01	80.00	5.000	400.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	5.000	400.00
		0.000	0.00
		0.000	0.00
0045                          9110.02	75.00	5.000	375.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	5.000	375.00
		0.000	0.00
		0.000	0.00
0046                          9110.03	65.00	5.000	325.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	5.000	325.00
		0.000	0.00
		0.000	0.00
0047                          9110.07	60.00	5.000	300.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	5.000	300.00
		0.000	0.00
		0.000	0.00
0048                          9179.23	945.00	22.558	21,317.31
COLD MILLING, CLASS 3	StaM	22.558	21,317.31
		0.000	0.00
		0.000	0.00
0049                          9179.35	6.35	1,646.000	10,452.10
COLD MILLING, CLASS 5	m2	1,646.000	10,452.10
		484.726	3,078.01
		0.000	0.00
0050                          9188.50	30.00	76.000	2,280.00
SURFACING UNDER GUARDRAIL	m2	76.000	2,280.00
		0.000	0.00
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	223,548.94
		Current	223,548.94
		In place	3,078.01
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0051                          0001.10	1.10	3,000.000	3,300.00
BARRICADE, TYPE III	BDAY	3,000.000	3,300.00
		1,672.000	1,839.20
		138.000	151.80
0052                          0001.75	9.00	80.000	720.00
TEMPORARY SIGN DAY	EACH	80.000	720.00
		16.000	144.00
		0.000	0.00
0053                          0001.90	1.00	3,364.000	3,364.00
SIGN DAY	EACH	3,364.000	3,364.00
		1,352.000	1,352.00
		112.000	112.00
0054                          0003.10	175.00	40.000	7,000.00
FLAGGING	DAY	40.000	7,000.00
		0.000	0.00
		0.000	0.00
0055                          0010.04	1,000.00	1.000	1,000.00
FIELD OFFICE	EACH	1.000	1,000.00
		0.000	0.00
		0.000	0.00
0056                          0030.10	5,000.00	1.000	5,000.00
MOBILIZATION	LS	1.000	5,000.00
		0.000	0.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	20,384.00
		Current	20,384.00
		In place	3,335.20
		This Estimate	263.80
Totals for contract		Contracted	596,659.86
		Current	602,937.50
		In place	340,205.42
		This Estimate	17,095.49