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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0477 WESTERN ENGINEERING COMPANY, INC.
Contract ID:	8620
Estimate Number:	0015
Pay Period End Date:	12.19.2001

Contract Location:
THEDFORD - VALENTINE	Estimate Type:	PROG
Contractor:
WESTERN ENGINEERING COMPANY, INC.	Date Let:	02.22.2001
1149 WEST HIGHWAY 44	Date Awarded:	03.01.2001
PO BOX 350	Date Contract Executed:	03.27.2001
	Date Notice to Proceed:	03.27.2001
HARLAN IA 51537	Date Work Began:	04.02.2001
Phone:	Date Physical Work Completed:
(712)755-5191	Date Accepted:
Escrow Agent:
Surety Co:
HARTFORD FIRE INSURANCE COMPANY

Counties
CHERRY

Project Number		PCT			Fed State Project Number		Description
80620 000		0.000			EACNH-STPB-83-4(111)		GR CULV FENCE BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$3,618,923.39	$3,616,759.59	$2,163.80
$3,835,255.47	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$3,618,923.39	$3,616,759.59	$2,163.80
$3,765,861.48	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
94.36%	Net Earnings	$3,593,923.39	$3,591,759.59	$2,163.80
	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	$-139.28	$-139.28	$.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	-$139.28	-$139.28	$.00
	Payment	$3,593,784.11	$3,591,620.31	$2,163.80
Project Manager			Div. Head/Dist. Eng.
Kovar, Mark	12.19.2001		Kovar, Mark	12.19.2001
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	12.21.2001
Controller Div. Processed
Burling, Laurie	12.21.2001

		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                          L020.01	10.00	3,210.000	32,100.00
EROSION CONTROL, TYPE A	m2	3,210.000	32,100.00
		3,362.600	33,626.00
		0.000	0.00
0002                          L020.03	2.50	34,458.000	86,145.00
EROSION CONTROL, TYPE C	m2	34,458.000	86,145.00
		35,516.700	88,791.75
		0.000	0.00
0003                          L020.20	0.65	22,672.000	14,736.80
SLOPE PROTECTION NETTING	m2	22,672.000	14,736.80
		33,124.500	21,530.93
		0.000	0.00
0004                          L021.01	30.00	105.000	3,150.00
EROSION CHECKS, TYPE A	BALE	105.000	3,150.00
		105.000	3,150.00
		0.000	0.00
0005                          L021.03	25.00	1,652.000	41,300.00
EROSION CHECKS, TYPE C	BALE	1,652.000	41,300.00
		1,591.000	39,775.00
		0.000	0.00
0006                          L021.11	25.00	133.000	3,325.00
EROSION CHECKS, TYPE ST-A	BALE	133.000	3,325.00
		135.000	3,375.00
		0.000	0.00
0007                          L021.14	25.00	280.000	7,000.00
EROSION CHECKS, TYPE ST-C	BALE	280.000	7,000.00
		251.000	6,275.00
		0.000	0.00
0008                          L022.25	9.00	10,102.000	90,918.00
FABRIC SILT FENCE, TYPE COIR FIBER	m	10,102.000	90,918.00
		10,575.000	95,175.00
		0.000	0.00
0009                          L022.75	17.00	864.800	14,701.60
TEMPORARY SILT CHECK	m	864.800	14,701.60
		943.000	16,031.00
		0.000	0.00
0010                          0030.10	23,500.00	1.000	23,500.00
MOBILIZATION	LS	1.000	23,500.00
		1.000	23,500.00
		0.000	0.00
0011                          1009.00	7,500.00	1.000	7,500.00
GENERAL CLEARING AND GRUBBING	LS	1.000	7,500.00
		1.000	7,500.00
		0.000	0.00
0012                          1010.00	1.37	426,783.000	584,692.71
EXCAVATION	m3	426,783.000	584,692.71
		426,783.000	584,692.71
		0.000	0.00
0013                          1010.01	1.28	35,475.000	45,408.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	35,475.000	45,408.00
		35,475.000	45,408.00
		0.000	0.00
0014                          1011.00	0.25	4,268.000	1,067.00
WATER	kL	4,268.000	1,067.00
		0.000	0.00
		0.000	0.00
0015                          1012.00	60.00	160.000	9,600.00
RIGHT-OF-WAY MARKERS	EACH	160.000	9,600.00
		159.000	9,540.00
		0.000	0.00
0016                          1040.00	0.24	1,030,000.000	247,200.00
SLOPE PROTECTION	m2	0.000	0.00
		0.000	0.00
		0.000	0.00
0017                          1040.05	0.20	62,455.000	12,491.00
TEMPORARY SLOPE PROTECTION	m2	62,455.000	12,491.00
		56,000.000	11,200.00
		0.000	0.00
0018                          1040.06	70.00	1,133.000	79,310.00
SLOPE PROTECTION MULCH	Mg	0.000	0.00
		0.000	0.00
		0.000	0.00
0019                          1041.00	0.72	5,683.000	4,091.76
SALVAGING AND PLACING TOPSOIL	m2	5,683.000	4,091.76
		5,807.600	4,181.47
		0.000	0.00
0020                          1042.00	2.40	7,400.000	17,760.00
SALVAGING AND PLACING HYDRIC SOIL	m2	7,400.000	17,760.00
		18,006.300	43,215.12
		0.000	0.00
0021                          1111.00	1.32	11,255.000	14,856.60
REMOVE FENCE	m	10,040.000	13,252.80
		9,989.700	13,186.40
		0.000	0.00
0022                          7017.00	6.50	1,737.000	11,290.50
REMOVE GUARDRAIL	m	1,737.000	11,290.50
		1,737.000	11,290.50
		0.000	0.00
4000                          1010.50	2.74	0.000	0.00
REMOVAL OF UNSUITABLE MATERIAL	m3	1,552.000	4,252.48
Removal of unsuitably wet material at Sta. 238-+		2,989.000	8,189.86
		0.000	0.00
4010                          1300.15	22.95	0.000	0.00
375 mm DRIVEWAY CULVERT PIPE	m	24.400	559.98
Station 302+00 on the Right		24.400	559.98
		0.000	0.00
4011                          1300.36	45.90	0.000	0.00
900 mm DRIVEWAY CULVERT PIPE	m	13.400	615.06
Station 320+79 on the right		13.400	615.06
		0.000	0.00
4012                          1041.00	0.61	0.000	0.00
SALVAGING AND PLACING TOPSOIL	m2	157,300.000	95,953.00
Soil that is NOT of the Prairie Fringed Orchid Seedbank		130,389.150	79,537.38
		0.000	0.00
4013                          1040.00	0.366	0.000	0.00
SLOPE PROTECTION	m2	425,000.000	155,550.00
This item replaces item 0016		401,225.710	146,848.61
		0.000	0.00
4014                          1040.06	80.50	0.000	0.00
SLOPE PROTECTION MULCH	Mg	468.000	37,674.00
This item replaces item 0018		382.990	30,830.70
		0.000	0.00
4017                          1905.03	263.46	0.000	0.00
MATERIAL DELIVERED NOT INCORPORATED	EACH	99.000	26,082.54
Slope Protection Seeding which was not used on the project.		89.000	23,447.94
		-10.000	-2,634.60
GROUP 1 GRADING		Contracted	1,352,143.97
		Current	1,344,717.23
		In place	1,351,473.41
		This Estimate	-2,634.60
GROUP 4 CULVERTS
0023                          0030.40	4,500.00	1.000	4,500.00
MOBILIZATION	LS	1.000	4,500.00
		1.000	4,500.00
		0.000	0.00
0024                          4035.00	100.00	2.000	200.00
REMOVE FLARED-END SECTION	EACH	2.000	200.00
		2.000	200.00
		0.000	0.00
0025                          4050.01	12.00	38.000	456.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	38.000	456.00
		38.000	456.00
		0.000	0.00
0026                          4350.24	56.00	8.400	470.40
600 mm CORRUGATED METAL PIPE	m	8.400	470.40
		8.400	470.40
		0.000	0.00
0027                          4350.30	82.00	54.000	4,428.00
750 mm CORRUGATED METAL PIPE	m	54.000	4,428.00
		54.000	4,428.00
		0.000	0.00
0028                          4350.36	98.00	16.000	1,568.00
900 mm CORRUGATED METAL PIPE	m	16.000	1,568.00
		16.000	1,568.00
		0.000	0.00
0029                          4350.48	268.00	3.200	857.60
1200 mm CORRUGATED METAL PIPE	m	3.200	857.60
		3.200	857.60
		0.000	0.00
0030                          4360.24	150.00	4.000	600.00
600 mm METAL FLARED-END SECTION	EACH	4.000	600.00
		4.000	600.00
		0.000	0.00
0031                          4360.30	230.00	4.000	920.00
750 mm METAL FLARED-END SECTION	EACH	4.000	920.00
		4.000	920.00
		0.000	0.00
0032                          4360.36	355.00	2.000	710.00
900 mm METAL FLARED-END SECTION	EACH	2.000	710.00
		2.000	710.00
		0.000	0.00
0033                          4360.48	850.00	2.000	1,700.00
1200 mm METAL FLARED-END SECTION	EACH	2.000	1,700.00
		2.000	1,700.00
		0.000	0.00
4002                          4300.15	34.44	0.000	0.00
375 mm CULVERT PIPE	m	34.400	1,184.74
Temporary culvert pipe to provide for drainage between the shoo-fly & new roadway.		34.400	1,184.74
		0.000	0.00
4003                          4976.05	3,937.50	0.000	0.00
ADDITIONAL WORK	LS	1.000	3,937.50
Extending culvert at south end of project which was not shown on the plans.		1.000	3,937.50
		0.000	0.00
4004                          4024.73	2,100.00	0.000	0.00
CONCRETE FLUME, TYPE IV	EACH	1.000	2,100.00
		1.000	2,100.00
		0.000	0.00
4005                          4024.74	2,100.00	0.000	0.00
CONCRETE FLUME, TYPE V	EACH	3.000	6,300.00
		3.000	6,300.00
		0.000	0.00
4006                          4300.15	155.50	0.000	0.00
375 mm CULVERT PIPE	m	53.660	8,344.13
For Flumes		58.290	9,064.10
		0.000	0.00
GROUP 4 CULVERTS		Contracted	16,410.00
		Current	38,276.37
		In place	38,996.34
		This Estimate	0.00
GROUP 7B FENCING
0034                          0030.70	1,000.00	1.000	1,000.00
MOBILIZATION	LS	1.000	1,000.00
		1.000	1,000.00
		0.000	0.00
0035                          7101.00	70.00	5.000	350.00
PRIVATE FENCE TERMINALS	EACH	5.000	350.00
		8.000	560.00
		0.000	0.00
0036                          7104.00	100.00	82.000	8,200.00
PULL POSTS	EACH	93.000	9,300.00
		93.000	9,300.00
		0.000	0.00
0037                          7105.00	70.00	7.000	490.00
CORNER POSTS	EACH	5.000	350.00
		16.000	1,120.00
		0.000	0.00
0038                          7106.15	200.00	2.000	400.00
4.5 m VEHICLE GATE	EACH	4.000	800.00
		4.000	800.00
		0.000	0.00
0039                          7110.02	15.33	1,650.000	25,294.50
0.9 METER CHAIN-LINK FENCE	m	1,650.000	25,294.50
		1,607.000	24,635.31
		0.000	0.00
0040                          7112.03	50.00	6.000	300.00
TAKE DOWN PANEL FOR 0.9 METER CHAIN-LINK FENCE	EACH	6.000	300.00
		6.000	300.00
		0.000	0.00
0041                          7115.02	75.00	24.000	1,800.00
END POST FOR 0.9 METER CHAIN-LINK FENCE	EACH	24.000	1,800.00
		22.000	1,650.00
		0.000	0.00
0042                          7116.02	75.00	24.000	1,800.00
CORNER POST FOR 0.9 m CHAIN-LINK FENCE	EACH	24.000	1,800.00
		24.000	1,800.00
		0.000	0.00
0043                          7117.02	100.00	24.000	2,400.00
PULL POST FOR 0.9 METER CHAIN-LINK FENCE	EACH	24.000	2,400.00
		18.000	1,800.00
		0.000	0.00
0044                          7130.00	2.99	12,278.000	36,711.22
BARBED WIRE FENCE	m	10,675.000	31,918.25
		11,504.400	34,398.16
		0.000	0.00
4015                          6960.02	7,764.25	0.000	0.00
ADDITIONAL WORK	LS	1.000	7,764.25
For modification of the fence around culvert ends		1.000	7,764.25
		0.000	0.00
4016                          6960.06	2.66	0.000	0.00
ADDITIONAL WORK	m	1,650.000	4,389.00
To dig a trench and bury the bottom of the chain link fence 80mm below the surface of the ground.		1,607.000	4,274.62
		0.000	0.00
4021                          1905.00	2,184.40	0.000	0.00
MATERIAL DELIVERED NOT INCORPORATED	LS	1.000	2,184.40
Fencing Material (Posts, Wire & Ties) Delivered but not incorporated at wetland site number 1.		1.000	2,184.40
		1.000	2,184.40
4022                          6960.02	2,614.00	0.000	0.00
ADDITIONAL WORK	LS	1.000	2,614.00
For labor costs which the contractor incurred placing a portion of the fence on wetland site number 1.		1.000	2,614.00
		1.000	2,614.00
GROUP 7B FENCING		Contracted	78,745.72
		Current	92,264.40
		In place	94,200.74
		This Estimate	4,798.40
GROUP 9 BITUMINOUS
0045                          0002.40	23.10	425.900	9,838.29
TEMPORARY SOLID LINES	StaM	425.900	9,838.29
		897.100	20,723.01
		0.000	0.00
0046                          0002.45	23.10	212.950	4,919.15
TEMPORARY BROKEN LINES	StaM	212.950	4,919.15
		245.800	5,677.98
		0.000	0.00
0047                          0002.75	0.15	31,500.000	4,725.00
PERMANENT PAVEMENT MARKING	m	31,500.000	4,725.00
		37,800.000	5,670.00
		0.000	0.00
0048                          0030.90	24,000.00	1.000	24,000.00
MOBILIZATION	LS	1.000	24,000.00
		1.000	24,000.00
		0.000	0.00
0049                          2021.00	50.00	4.000	200.00
MAILBOX POST	EACH	4.000	200.00
		4.000	200.00
		0.000	0.00
0050                          8008.00	23.55	540.000	12,717.00
ARMOR COAT AGGREGATE	m3	540.000	12,717.00
		527.540	12,423.57
		0.000	0.00
0051                          8029.84	1.55	63,474.000	98,384.70
BITUMINOUS FOUNDATION COURSE 100 mm	m2	63,474.000	98,384.70
		63,036.000	97,705.80
		0.000	0.00
0052                          8111.00	175.00	252.000	44,100.00
SHOULDER SUBGRADE PREPARATION	StaM	252.000	44,100.00
		252.000	44,100.00
		0.000	0.00
0053                          9000.75	12.00	100.000	1,200.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	100.000	1,200.00
SPS		0.000	0.00
		0.000	0.00
0054                          9005.00	22.00	100.000	2,200.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	100.000	2,200.00
SP2		0.000	0.00
		0.000	0.00
0055                          9005.23	13.92	22,750.000	316,680.00
ASPHALTIC CONCRETE, TYPE SPS	Mg	22,750.000	316,680.00
		22,744.100	316,597.88
		0.000	0.00
0056                          9005.30	20.00	35,080.000	701,600.00
ASPHALTIC CONCRETE, TYPE SP2(12.5)	Mg	35,080.000	701,600.00
		35,218.220	704,364.40
		0.000	0.00
0057                          9009.00	4.15	2,014.000	8,358.10
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	2,014.000	8,358.10
		1,921.500	7,974.23
		0.000	0.00
0058                          9020.92	177.25	5.400	957.15
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING	Mg	5.400	957.15
		0.000	0.00
		0.000	0.00
0059                          9021.01	177.25	1,899.720	336,725.37
PERFORMANCE GRADED BINDER (64-22)	Mg	3,138.220	556,249.50
		2,064.800	365,985.81
		0.000	0.00
0060                          9021.03	177.25	1,228.500	217,751.63
PERFORMANCE GRADED BINDER (58-28)	Mg	0.000	0.00
		0.000	0.00
		0.000	0.00
0061                          9034.00	2.50	2,014.000	5,035.00
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	2,014.000	5,035.00
		1,921.500	4,803.75
		0.000	0.00
0062                          9052.00	260.00	107.420	27,929.20
ARMOR COAT EMULSIFIED ASPHALT	kL	107.420	27,929.20
		115.959	30,149.34
		0.000	0.00
0063                          9053.00	0.30	68,779.000	20,633.70
TACK COAT	L	68,779.000	20,633.70
		153,673.000	46,101.90
		0.000	0.00
0064                          9110.01	50.00	40.000	2,000.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	40.000	2,000.00
		4.000	200.00
		0.000	0.00
0065                          9110.02	50.00	40.000	2,000.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	40.000	2,000.00
		13.000	650.00
		0.000	0.00
0066                          9110.03	40.00	40.000	1,600.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	40.000	1,600.00
		14.000	560.00
		0.000	0.00
0067                          9110.07	35.00	40.000	1,400.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	40.000	1,400.00
		0.000	0.00
		0.000	0.00
0068                          9111.00	2.00	2,849.000	5,698.00
WATER	kL	2,849.000	5,698.00
		786.790	1,573.58
		0.000	0.00
0069                          9170.00	80.00	98.107	7,848.56
EARTH SHOULDER CONSTRUCTION	StaM	98.107	7,848.56
		98.107	7,848.56
		0.000	0.00
0070                          9173.00	285.00	136.002	38,760.57
SUBGRADE PREPARATION	StaM	136.002	38,760.57
		136.002	38,760.58
		0.000	0.00
0071                          9179.23	400.00	39.350	15,740.00
COLD MILLING, CLASS 3	StaM	39.350	15,740.00
		39.350	15,740.00
		0.000	0.00
0072                          9179.24	2,245.00	86.950	195,202.75
COLD MILLING, CLASS 4	StaM	86.950	195,202.75
		86.950	195,202.75
		0.000	0.00
0073                          9188.01	2.35	35,809.000	84,151.15
BITUMINOUS SURFACE COURSE	m2	35,809.000	84,151.15
		35,807.960	84,148.70
		0.000	0.00
0074                          9300.50	3,500.00	1.000	3,500.00
ASPHALT PAVEMENT SMOOTHNESS TESTING	LS	1.000	3,500.00
		1.000	3,500.00
		0.000	0.00
4007                          9173.10	370.714	0.000	0.00
SUBGRADE PREPARATION FOR WIDENING	StaM	5.395	2,000.00
For Placing Asphalt Curb		5.395	2,000.00
		0.000	0.00
4008                          9005.81	30.00	0.000	0.00
ASPHALTIC CONCRETE, TYPE SPS	Mg	215.000	6,450.00
For widening to place curb		120.000	3,600.00
		0.000	0.00
4009                          9030.00	8.00	0.000	0.00
CONSTRUCTING ASPHALTIC CONCRETE CURB	m	539.500	4,316.00
		539.500	4,316.00
		0.000	0.00
4018                          9300.56	0.435	0.000	0.00
SUPERPAVE QUALITY INCENTIVE	Mg	35,218.220	15,319.93
INCENTIVE FOR AIRVOIDS AND DENSITY		35,218.220	15,319.93
		0.000	0.00
4019                          9300.77	3.226	0.000	0.00
SMOOTHNESS INCENTIVE-PERFORMANCE GRADED BINDER	Mg	494.707	1,595.92
		494.707	1,595.92
		0.000	0.00
4020                          9300.60	0.364	0.000	0.00
SMOOTHNESS INCENTIVE-ASPHALTIC CONCRETE	Mg	10,525.690	3,831.35
		10,525.690	3,831.35
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	2,195,855.31
		Current	2,231,141.01
		In place	2,065,325.04
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0075                          0001.08	0.50	11,260.000	5,630.00
BARRICADE, TYPE II	BDAY	11,260.000	5,630.00
		5,348.000	2,674.00
		0.000	0.00
0076                          0001.10	4.00	2,416.000	9,664.00
BARRICADE, TYPE III	BDAY	2,416.000	9,664.00
		1,545.000	6,180.00
		0.000	0.00
0077                          0001.30	3.98	376.000	1,496.48
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	376.000	1,496.48
		247.000	983.06
		0.000	0.00
0078                          0001.90	0.80	17,520.000	14,016.00
SIGN DAY	EACH	17,520.000	14,016.00
		8,786.000	7,028.80
		0.000	0.00
0079                          0002.30	3.00	900.000	2,700.00
PAVEMENT MARKING REMOVAL	m	900.000	2,700.00
		900.000	2,700.00
		0.000	0.00
0080                          0002.44	0.50	19,200.000	9,600.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT	m	19,200.000	9,600.00
		19,404.000	9,702.00
		0.000	0.00
0081                          0003.10	195.00	360.000	70,200.00
FLAGGING	DAY	360.000	70,200.00
		128.000	24,960.00
		0.000	0.00
0082                          0010.04	800.00	1.000	800.00
FIELD OFFICE	EACH	1.000	800.00
		1.000	800.00
		0.000	0.00
0083                          0030.10	8,600.00	1.000	8,600.00
MOBILIZATION	LS	1.000	8,600.00
		1.000	8,600.00
		0.000	0.00
4001                          0001.06	0.25	0.000	0.00
VERTICAL PANELS	BDAY	24,600.000	6,150.00
vercial panels for use on temporary roads		21,200.000	5,300.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	122,706.48
		Current	128,856.48
		In place	68,927.86
		This Estimate	0.00
Totals for contract		Contracted	3,765,861.48
		Current	3,835,255.49
		In place	3,618,923.39
		This Estimate	2,163.80