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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0083 WERNER CONSTRUCTION, INC.
Contract ID:	4194X
Estimate Number:	0009
Pay Period End Date:	08.09.2003

Contract Location:
HENDERSON - WACO	Estimate Type:	PROG
Contractor:
WERNER CONSTRUCTION, INC.	Date Let:	09.05.2002
129 E 2ND ST	Date Awarded:	09.12.2002
PO BOX 1087	Date Contract Executed:	09.17.2002
	Date Notice to Proceed:	09.17.2002
HASTINGS NE 68902-1087	Date Work Began:	03.31.2003
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
42194 000		0.000			EACIM-80-7(116)		BITUMINOUS

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$6,542,353.95	$6,105,800.90	$436,553.05
$6,898,876.97	Stockpiled Materials	$4,249.82	$8,567.35	$-4,317.53
Original Contract Amt	Gross Earnings	$6,546,603.77	$6,114,368.25	$432,235.52
$6,790,024.71	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
94.83%	Net Earnings	$6,521,603.77	$6,089,368.25	$432,235.52
	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	$26.60	$26.60	$.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	$26.60	$26.60	$.00
	Payment	$6,521,630.37	$6,089,394.85	$432,235.52
Project Manager			Div. Head/Dist. Eng.
Anderson, Tom	08.14.2003		Meyer, Keith	08.15.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	08.15.2003
Controller Div. Processed
Burling, Laurie	08.18.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0001
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0044	9005.64	ASPHALTIC CONCRETE, TYPE SP6(0.375)
		S.P. Initial Payment	14,582.45	824066
		1/4" Limestone
		S.P. Initial Payment	6,055.68	881139
		1/4" Limestone
		S.P. Initial Payment	1,602.27	881139
		1/4" Limestone
		S.P. Initial Payment	8,347.65	896704
		1/4" Limestone
		S.P. Initial Payment	101,752.07	71321
		Qtz. Man Sand 10 % (0.375)
0045	9005.65	ASPHALTIC CONCRETE, TYPE SP6(0.5)
		S.P. Initial Payment	32,235.78	733496
		5/8" Limestone
		S.P. Initial Payment	163,314.19	71321
		Qtz Man Sand 15% ( 0.5)
		Total for estimate 0001:	327,890.09
Est Nbr:	0002
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0045	9005.65	ASPHALTIC CONCRETE, TYPE SP6(0.5)
		S.P. Adjustment	-14,543.52	733496
		5/8" Limestone
		S.P. Adjustment	-27,321.04	71321
		Qtz Man Sand 15% ( 0.5)
		Total for estimate 0002:	-41,864.56
Est Nbr:	0003
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0044	9005.64	ASPHALTIC CONCRETE, TYPE SP6(0.375)
		S.P. Adjustment	-454.00	824066
		1/4" Limestone
		S.P. Adjustment	-586.54	71321
		Qtz. Man Sand 10 % (0.375)
0045	9005.65	ASPHALTIC CONCRETE, TYPE SP6(0.5)
		S.P. Adjustment	-17,692.26	733496
		5/8" Limestone
		S.P. Adjustment	-76,692.30	71321
		Qtz Man Sand 15% ( 0.5)
		Total for estimate 0003:	-95,425.10
Est Nbr:	0004
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0044	9005.64	ASPHALTIC CONCRETE, TYPE SP6(0.375)
		S.P. Adjustment	-725.91	824066
		1/4" Limestone
		S.P. Adjustment	-937.82	71321
		Qtz. Man Sand 10 % (0.375)
0045	9005.65	ASPHALTIC CONCRETE, TYPE SP6(0.5)
		S.P. Adjustment	-32,586.25	71321
		Qtz Man Sand 15% ( 0.5)
		Total for estimate 0004:	-34,249.98
Est Nbr:	0005
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0044	9005.64	ASPHALTIC CONCRETE, TYPE SP6(0.375)
		S.P. Adjustment	-835.14	824066
		1/4" Limestone
		S.P. Adjustment	-1,078.94	71321
		Qtz. Man Sand 10 % (0.375)
0045	9005.65	ASPHALTIC CONCRETE, TYPE SP6(0.5)
		S.P. Adjustment	-26,714.68	71321
		Qtz Man Sand 15% ( 0.5)
		Total for estimate 0005:	-28,628.76
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0044	9005.64	ASPHALTIC CONCRETE, TYPE SP6(0.375)
		S.P. Adjustment	-12,567.40	824066
		1/4" Limestone
		S.P. Adjustment	-6,055.68	881139
		1/4" Limestone
		S.P. Adjustment	-1,602.27	881139
		1/4" Limestone
		S.P. Adjustment	-8,347.65	896704
		1/4" Limestone
		S.P. Adjustment	-42,364.25	71321
		Qtz. Man Sand 10 % (0.375)
		Total for estimate 0006:	-70,937.25
Est Nbr:	0007
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0044	9005.64	ASPHALTIC CONCRETE, TYPE SP6(0.375)
		S.P. Adjustment	-42,590.50	71321
		Qtz. Man Sand 10 % (0.375)
		Total for estimate 0007:	-42,590.50
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0044	9005.64	ASPHALTIC CONCRETE, TYPE SP6(0.375)
		S.P. Adjustment	-5,626.59	71321
		Qtz. Man Sand 10 % (0.375)
		Total for estimate 0008:	-5,626.59
Est Nbr:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0044	9005.64	ASPHALTIC CONCRETE, TYPE SP6(0.375)
		S.P. Adjustment	-4,317.53	71321
		Qtz. Man Sand 10 % (0.375)
		Total for estimate 0009:	-4,317.53
		Total remaining for contract:	4,249.82

			1. Contracted
			2. Current
			3. To date
Item Nbr        Item Code	Unit Price		4. This Est
Item Description	Units	Qty	Amount
GROUP 9 BITUMINOUS
0001                          L020.02	1.25	11,215.000	14,018.75
EROSION CONTROL, TYPE B	SY	8,600.000	10,750.00
		0.000	0.00
		0.000	0.00
0002                          0001.08	0.50	55,980.000	27,990.00
BARRICADE, TYPE II	BDAY	55,980.000	27,990.00
		46,371.000	23,185.50
		5,127.000	2,563.50
0003                          0001.10	3.17	1,800.000	5,706.00
BARRICADE, TYPE III	BDAY	1,800.000	5,706.00
		1,744.000	5,528.48
		187.000	592.79
0004                          0001.75	0.26	4,380.000	1,138.80
TEMPORARY SIGN DAY	EACH	4,380.000	1,138.80
		5,564.000	1,446.64
		590.000	153.40
0005                          0001.90	3.17	5,508.000	17,460.36
SIGN DAY	EACH	5,508.000	17,460.36
		5,075.000	16,087.75
		546.000	1,730.82
0006                          0002.55	8.00	5,719.000	45,752.00
OVERLAY BROKEN LINES	STA	5,719.000	45,752.00
		5,729.000	45,832.00
		0.000	0.00
0007                          0002.60	8.00	12,102.000	96,816.00
OVERLAY SOLID LINES	STA	12,102.000	96,816.00
		12,112.000	96,896.00
		0.000	0.00
0008                          0002.61	17.00	1,350.000	22,950.00
PLOWABLE PAVEMENT MARKER	EACH	1,350.000	22,950.00
		1,919.000	32,623.00
		1,919.000	32,623.00
0009                          0002.97	58.03	180.000	10,445.40
FLASHING ARROW PANEL	DAY	180.000	10,445.40
		169.000	9,807.07
		20.000	1,160.60
0010                          0003.10	175.00	50.000	8,750.00
FLAGGING	DAY	50.000	8,750.00
		109.000	19,075.00
		27.000	4,725.00
0011                          0003.35	500.00	8.000	4,000.00
MOBILE TRAFFIC CONTROL OPERATION	DAY	8.000	4,000.00
		0.000	0.00
		0.000	0.00
0012                          0005.10	100.00	90.000	9,000.00
TRAFFIC CONTROL MANAGEMENT	DAY	0.000	0.00
		0.000	0.00
		0.000	0.00
0013                          0010.04	1,000.00	1.000	1,000.00
FIELD OFFICE	EACH	1.000	1,000.00
		1.000	1,000.00
		0.000	0.00
0014                          0030.90	285,000.00	1.000	285,000.00
MOBILIZATION	LS	1.000	285,000.00
		1.000	285,000.00
		0.000	0.00
0015                          1009.00	1,800.00	1.000	1,800.00
GENERAL CLEARING AND GRUBBING	LS	1.000	1,800.00
		1.000	1,800.00
		1.000	1,800.00
0016                          1011.00	10.00	114.000	1,140.00
WATER	MGAL	114.000	1,140.00
		0.000	0.00
		0.000	0.00
0017                          1021.00	15.00	28.000	420.00
REMOVE AND RESET DELINEATORS	EACH	28.000	420.00
		14.000	210.00
		0.000	0.00
0018                          1030.00	6.67	8,450.000	56,361.50
EARTHWORK MEASURED IN EMBANKMENT	CY	3,500.000	23,345.00
		3,500.000	23,345.00
		0.000	0.00
0019                          1102.00	2.65	2,684.000	7,112.60
REMOVE ASPHALT SURFACE	SY	2,684.000	7,112.60
		2,684.000	7,112.60
		0.000	0.00
0020                          3008.05	5.95	724.000	4,307.80
TIE BARS	EACH	724.000	4,307.80
		631.000	3,754.45
		9.000	53.55
0021                          3031.09	28.53	6,929.000	197,684.37
9" CONCRETE BASE COURSE	SY	5,460.000	155,773.80
		5,462.320	155,839.99
		18.720	534.08
0022                          3040.11	124.40	134.900	16,781.56
CONCRETE PAVEMENT REPAIR, TYPE A, FULL DEPTH	SY	134.900	16,781.56
		195.280	24,292.83
		6.440	801.14
0023                          3040.12	94.88	212.600	20,171.49
CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH	SY	212.600	20,171.49
		371.910	35,286.81
		4.370	414.63
0024                          3040.13	90.33	1,632.500	147,463.73
CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH	SY	1,632.500	147,463.73
		2,659.154	240,201.38
		3.514	317.42
0025                          3040.16	189.90	11.800	2,240.82
CONCRETE PAVEMENT REPAIR, TYPE B, PARTIAL DEPTH	SY	11.800	2,240.82
		0.000	0.00
		0.000	0.00
0026                          3040.18	194.60	28.300	5,507.18
CONCRETE PAVEMENT REPAIR, TYPE A, PARTIAL DEPTH	SY	28.300	5,507.18
		0.000	0.00
		0.000	0.00
0027                          3221.05	96.80	1,317.400	127,524.32
CONCRETE PAVEMENT, CLASS PR-3625	SY	1,317.400	127,524.32
JOINT REPAIR		1,607.074	155,564.76
		57.564	5,572.20
0028                          3300.65	100.00	4.000	400.00
CONCRETE PAVEMENT THICKNESS CORE	EACH	4.000	400.00
		4.000	400.00
		4.000	400.00
0029                          4035.25	200.00	2.000	400.00
REMOVE AND SALVAGE FLARED-END SECTION	EACH	2.000	400.00
		2.000	400.00
		0.000	0.00
0030                          4050.01	12.00	16.000	192.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	CY	23.000	276.00
		23.000	276.00
		0.000	0.00
0031                          4107.07	900.00	1.400	1,260.00
CLASS 47B-3000 OR AX-3000 CONCRETE FOR CONCRETE COLLARS	CY	1.400	1,260.00
		0.000	0.00
		0.000	0.00
0032                          4157.00	2.00	102.000	204.00
REINFORCING STEEL FOR COLLARS	LB	102.000	204.00
		0.000	0.00
		0.000	0.00
0033                          4450.30	68.00	12.000	816.00
30" REINFORCED CONCRETE PIPE	LF	12.000	816.00
		12.000	816.00
		0.000	0.00
0034                          4450.36	79.00	22.000	1,738.00
36" REINFORCED CONCRETE PIPE	LF	14.000	1,106.00
		14.000	1,106.00
		0.000	0.00
0035                          4461.30	150.00	1.000	150.00
INSTALL 30" CONCRETE FLARED-END SECTION	EACH	1.000	150.00
		1.000	150.00
		0.000	0.00
0036                          4461.36	150.00	1.000	150.00
INSTALL 36" CONCRETE FLARED-END SECTION	EACH	1.000	150.00
		1.000	150.00
		0.000	0.00
0037                          7490.03	0.31	209,600.000	64,976.00
4" YELLOW THERMOPLASTIC	LF	209,600.000	64,976.00
		36,123.000	11,198.13
		36,123.000	11,198.13
0038                          7490.04	0.31	240,500.000	74,555.00
4" WHITE THERMOPLASTIC	LF	240,500.000	74,555.00
		9,030.750	2,799.53
		9,030.750	2,799.53
0039                          7490.12	1.00	6,000.000	6,000.00
12" WHITE THERMOPLASTIC	LF	6,000.000	6,000.00
		0.000	0.00
		0.000	0.00
0040                          8028.00	18.45	1,841.000	33,966.45
FOUNDATION COURSE REPLACEMENT	SY	1,841.000	33,966.45
		0.000	0.00
		0.000	0.00
0041                          9000.75	10.93	500.000	5,465.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	TON	500.000	5,465.00
SPS		0.000	0.00
		0.000	0.00
0042                          9005.00	34.44	100.000	3,444.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	TON	100.000	3,444.00
SP6(0.5)		365.560	12,589.90
		78.150	2,691.49
0043                          9005.23	10.93	19,060.000	208,325.80
ASPHALTIC CONCRETE, TYPE SPS	TON	19,060.000	208,325.80
		20,641.770	225,614.55
		16,143.230	176,445.50
0044                          9005.64	19.95	55,270.000	1,102,636.50
ASPHALTIC CONCRETE, TYPE SP6(0.375)	TON	55,270.000	1,102,636.50
		52,961.530	1,056,582.53
		2,345.210	46,786.94
0045                          9005.65	19.83	69,620.000	1,380,564.60
ASPHALTIC CONCRETE, TYPE SP6(0.5)	TON	69,620.000	1,380,564.60
		74,759.570	1,482,482.29
		0.000	0.00
0046                          9020.92	155.00	27.000	4,185.00
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING	TON	27.000	4,185.00
		0.000	0.00
		0.000	0.00
0047                          9021.03	155.00	1,029.240	159,532.20
PERFORMANCE GRADED BINDER (58-28)	TON	1,029.240	159,532.20
		479.314	74,293.68
		427.223	66,219.57
0048                          9021.04	200.00	7,302.160	1,460,432.00
PERFORMANCE GRADED BINDER (70-28)	TON	0.000	0.00
		0.000	0.00
		0.000	0.00
0049                          9053.00	0.60	156,830.000	94,098.00
TACK COAT	GAL	156,830.000	94,098.00
		150,235.000	90,141.00
		22,300.000	13,380.00
0050                          9110.01	60.00	90.000	5,400.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	90.000	5,400.00
		4.000	240.00
		0.000	0.00
0051                          9110.02	65.00	90.000	5,850.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	90.000	5,850.00
		15.000	975.00
		0.000	0.00
0052                          9110.03	45.00	90.000	4,050.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	90.000	4,050.00
		23.500	1,057.50
		0.000	0.00
0053                          9110.07	45.00	90.000	4,050.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	90.000	4,050.00
		22.000	990.00
		0.000	0.00
0054                          9170.00	110.00	27.120	2,983.20
EARTH SHOULDER CONSTRUCTION	STA	27.120	2,983.20
		27.120	2,983.20
		27.120	2,983.20
0055                          9173.20	2.23	6,929.000	15,451.67
SUBGRADE PREPARATION	SY	5,460.000	12,175.80
		5,462.320	12,180.98
		18.720	41.75
0056                          9179.24	372.00	1,906.338	709,157.74
COLD MILLING, CLASS 4	STA	1,906.338	709,157.74
		1,906.338	709,157.74
		0.000	0.00
0057                          9179.33	0.72	360,229.000	259,364.88
COLD MILLING, CLASS 3	SY	360,229.000	259,364.88
		369,690.730	266,177.33
		0.000	0.00
0058                          9185.76	7.00	3,812.000	26,684.00
RUMBLE STRIPS, ASPHALT	STA	3,812.000	26,684.00
		0.000	0.00
		0.000	0.00
0059                          9300.52	15,000.00	1.000	15,000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D	LS	1.000	15,000.00
		0.000	0.00
		0.000	0.00
4000                          0001.00	577.50	0.000	0.00
SURVEILLANCE OF TEMPORARY TRAFFIC CONTROL DEVICES	CDAY	90.000	51,975.00
Surveillance Traffic Control Devices		69.500	40,136.25
		7.500	4,331.25
4001                          9021.01	210.00	0.000	0.00
PERFORMANCE GRADED BINDER (64-22)	TON	3,764.880	790,624.80
Changing SP6 ( 0.5 ) to 64-22 w/o acid from 70-28		3,499.956	734,990.76
		0.000	0.00
4002                          9021.04	227.13	0.000	0.00
PERFORMANCE GRADED BINDER (70-28)	TON	3,537.280	803,422.41
Modifying original AC 70-28 for SP-6 ( 0.375 ) to 70-28 MP-1for SP-6 Asphaltic Concrete.		2,721.992	618,246.05
		247.583	56,233.53
4004                          3900.20	3,000.00	0.000	0.00
ADDITIONAL COST	LS	1.000	3,000.00
Additional costs for mix verification in resubmitting samplewith asphaltic cement change ( 2- samples ) - ( 2 Mixes )		0.500	1,500.00
		0.000	0.00
4005                          A001.16	614.25	0.000	0.00
PULL BOX, TYPE PB-6	EACH	4.000	2,457.00
installation of new pull boxes		4.000	2,457.00
		0.000	0.00
4006                          A070.13	3.675	0.000	0.00
2" CONDUIT IN TRENCH	LF	1,410.000	5,181.75
installation of 2" conduit in trench		1,321.400	4,856.15
		0.000	0.00
4007                          A080.23	0.473	0.000	0.00
STREET LIGHTING CABLE, NO. 6 BARE	LF	1,410.000	666.93
installation of street lighting cable -- No. 6 bare		1,341.500	634.53
		0.000	0.00
4008                          A080.24	0.683	0.000	0.00
STREET LIGHTING CABLE, NO. 6 USE	LF	2,820.000	1,926.06
installation of street lighting cable -- No.6 USE		2,683.000	1,832.49
		0.000	0.00
4009                          0030.00	1,050.00	1.000	1,050.00
MOBILIZATION	LS	2.000	2,100.00
mobilization for additional electrical work		1.000	1,050.00
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	6,790,024.71
		Current	6,898,876.97
		In place	6,542,353.85
		This Estimate	436,553.02
Totals for contract		Contracted	6,791,074.71
		Current	6,899,926.97
		In place	6,542,353.85
		This Estimate	436,553.02