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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0477 WESTERN ENGINEERING COMPANY, INC.
Contract ID:	8579
Estimate Number:	0022
Pay Period End Date:	10.27.2001

Contract Location:
BREWSTER NORTH	Estimate Type:	PROG
Contractor:
WESTERN ENGINEERING COMPANY, INC.	Date Let:	10.21.1999
1149 WEST HIGHWAY 44	Date Awarded:	10.28.1999
PO BOX 350	Date Contract Executed:	11.08.1999
	Date Notice to Proceed:	11.08.1999
HARLAN IA 51537	Date Work Began:	11.08.1999
Phone:	Date Physical Work Completed:
(712)755-5191	Date Accepted:
Escrow Agent:
Surety Co:
HARTFORD FIRE INSURANCE COMPANY

Counties
BLAINE
BROWN

Project Number		PCT			Fed State Project Number		Description
80579 000B		0.000			S-7-3(1004)		GR CULV GDRL BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$3,997,901.00	$3,997,029.37	$871.63
$3,765,907.48	Stockpiled Materials	$63,149.17	$63,149.17	$.00
Original Contract Amt	Gross Earnings	$4,061,050.17	$4,060,178.54	$871.63
$3,672,132.31	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
106.16%	Net Earnings	$4,036,050.17	$4,035,178.54	$871.63
	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	$14,607.03	$14,607.03	$.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	$14,607.03	$14,607.03	$.00
	Payment	$4,050,657.20	$4,049,785.57	$871.63
Project Manager			Div. Head/Dist. Eng.
Rudnick, Michael	10.30.2001		Kovar, Mark	11.02.2001
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	11.02.2001
Controller Div. Processed
Burling, Laurie	11.05.2001

		Detailed breakdown of stockpiled materials
Est Nbr:	0007
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0052	9005.25	ASPHALTIC CONCRETE, TYPE SP1(12.5)
		S.P. Initial Payment	63,150.48	10187
		Crushed Rock 5/8"
		S.P. Initial Payment	28,703.91	10191
		2A Gravel
		Total for estimate 0007:	91,854.39
Est Nbr:	0010
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0052	9005.25	ASPHALTIC CONCRETE, TYPE SP1(12.5)
		S.P. Adjustment	-12,510.54	10187
		Crushed Rock 5/8"
		S.P. Adjustment	-12,277.76	10191
		2A Gravel
		Total for estimate 0010:	-24,788.30
Est Nbr:	0011
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0052	9005.25	ASPHALTIC CONCRETE, TYPE SP1(12.5)
		S.P. Adjustment	-50,639.94	10187
		Crushed Rock 5/8"
		S.P. Adjustment	-16,427.46	10191
		2A Gravel
		Total for estimate 0011:	-67,067.40
		Total remaining for contract:	-1.31

			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	5.25	7,714.000	40,498.50
EROSION CONTROL, TYPE A	m2	7,714.000	40,498.50
		7,714.000	40,498.50
		0.000	0.00
0002                          L020.09	8.75	475.000	4,156.25
EROSION CONTROL, TYPE AAA	m2	475.000	4,156.25
		402.000	3,517.50
		0.000	0.00
0003                          L020.10	1.75	460.000	805.00
EROSION CONTROL, TYPE HV	m2	460.000	805.00
		460.000	805.00
		0.000	0.00
0004                          L020.20	0.52	88,888.000	46,221.76
SLOPE PROTECTION NETTING	m2	88,888.000	46,221.76
		107,191.300	55,739.47
		0.000	0.00
0005                          L021.01	18.50	264.000	4,884.00
EROSION CHECKS, TYPE A	BALE	264.000	4,884.00
		404.000	7,474.00
		0.000	0.00
0006                          L021.06	15.70	654.000	10,267.80
EROSION CHECKS, TYPE HV	BALE	654.000	10,267.80
		654.000	10,267.80
		0.000	0.00
0007                          L022.25	7.25	3,435.000	24,903.75
FABRIC SILT FENCE, TYPE COIR FIBER	m	3,435.000	24,903.75
		3,435.000	24,903.75
		0.000	0.00
0008                          0030.10	45,000.00	1.000	45,000.00
MOBILIZATION	LS	1.000	45,000.00
		1.000	45,000.00
		0.000	0.00
0009                          1009.00	24,000.00	1.000	24,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	24,000.00
		1.000	24,000.00
		0.000	0.00
0010                          1010.00	1.35	559,407.000	755,199.45
EXCAVATION	m3	559,407.000	755,199.45
		577,550.000	779,692.50
		0.000	0.00
0011                          1010.01	2.62	32,107.000	84,120.34
EXCAVATION (ESTABLISHED QUANTITY)	m3	32,107.000	84,120.34
		49,630.274	130,031.32
		0.000	0.00
0012                          1010.10	1.85	40,642.000	75,187.70
EXCAVATION, BORROW	m3	40,642.000	75,187.70
		66,777.021	123,537.49
		0.000	0.00
0013                          1011.00	1.00	6,322.000	6,322.00
WATER	kL	6,322.000	6,322.00
		1,754.240	1,754.24
		0.000	0.00
0014                          1012.00	62.00	340.000	21,080.00
RIGHT-OF-WAY MARKERS	EACH	340.000	21,080.00
		343.000	21,266.00
		0.000	0.00
0015                          1040.00	0.43	406,571.000	174,825.53
SLOPE PROTECTION	m2	406,571.000	174,825.53
		530,689.000	228,196.27
		0.000	0.00
0016                          1040.05	0.11	27,386.000	3,012.46
TEMPORARY SLOPE PROTECTION	m2	27,386.000	3,012.46
		27,386.000	3,012.46
		0.000	0.00
0017                          1040.06	114.00	450.000	51,300.00
SLOPE PROTECTION MULCH	Mg	450.000	51,300.00
		828.123	94,406.03
		0.000	0.00
0018                          1090.00	765.00	1.000	765.00
ABANDON WELLS	EACH	1.000	765.00
		0.000	0.00
		0.000	0.00
0019                          1701.24	57.00	330.000	18,810.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	330.000	18,810.00
		208.000	11,856.00
		0.000	0.00
0020                          1701.30	77.00	42.000	3,234.00
750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	42.000	3,234.00
		20.500	1,578.50
		0.000	0.00
0021                          2020.00	7.50	52.000	390.00
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS	m2	52.000	390.00
		104.080	780.60
		0.000	0.00
0022                          2021.00	55.00	3.000	165.00
MAILBOX POST	EACH	3.000	165.00
		5.000	275.00
		0.000	0.00
0023                          4310.30	260.00	4.000	1,040.00
750 mm FLARED-END SECTION	EACH	4.000	1,040.00
		0.000	0.00
		0.000	0.00
0024                          7151.65	1,050.00	1.000	1,050.00
REMOVE AND RESET CATTLE GUARD	EACH	1.000	1,050.00
		2.000	2,100.00
		0.000	0.00
0080                          1102.00	3.36	0.000	0.00
REMOVE ASPHALT SURFACE	m2	7,200.000	24,192.00
Due to an error in the special provisions, the contractor had to remove additional asphalt surfacing.		7,200.000	24,192.00
		0.000	0.00
4002                          1030.00	10.75	0.000	0.00
EARTHWORK MEASURED IN EMBANKMENT	m3	150.000	1,612.50
Required to widen the intersection of N-7 & N-91		121.000	1,300.75
		0.000	0.00
4007                          1040.00	1.256	0.000	0.00
SLOPE PROTECTION	m2	6,500.000	8,164.00
To Slope Protect the area where the surfacing from L-5B has been removed.		9,439.900	11,856.51
		0.000	0.00
GROUP 1 GRADING		Contracted	1,397,238.54
		Current	1,431,207.04
		In place	1,648,041.69
		This Estimate	0.00
GROUP 4 CULVERTS
0025                          P312.06	82.00	28.500	2,337.00
150 mm CULVERT PIPE, TYPE 6,7 OR 8	m	28.500	2,337.00
		35.000	2,870.00
		0.000	0.00
0026                          P312.12	78.00	14.500	1,131.00
300 mm CULVERT PIPE, TYPE 6,7 OR 8	m	14.500	1,131.00
		14.500	1,131.00
		0.000	0.00
0027                          P600.24	100.00	37.500	3,750.00
600 mm CULVERT PIPE, TYPE 2,3,4,5,7 OR 8	m	37.500	3,750.00
		37.500	3,750.00
		0.000	0.00
0028                          P600.36	135.00	116.000	15,660.00
900 mm CULVERT PIPE, TYPE 2,3,4,5,7 OR 8	m	116.000	15,660.00
		123.500	16,672.50
		0.000	0.00
0029                          0030.40	3,000.00	1.000	3,000.00
MOBILIZATION	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00
0030                          4050.01	89.00	230.000	20,470.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	230.000	20,470.00
		230.000	20,470.00
		0.000	0.00
0031                          4100.06	235.00	19.000	4,465.00
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL	m3	19.000	4,465.00
		19.000	4,465.00
		0.000	0.00
0032                          4310.24	265.00	4.000	1,060.00
600 mm FLARED-END SECTION	EACH	4.000	1,060.00
		4.000	1,060.00
		0.000	0.00
0033                          4310.36	430.00	7.000	3,010.00
900 mm FLARED-END SECTION	EACH	7.000	3,010.00
		7.000	3,010.00
		0.000	0.00
0082                          A900.10	787.50	0.000	0.00
ADDITIONAL WORK	EACH	5.000	3,937.50
Place additional concrete to raise the culvert inlets to the elevation shown in the plans.		5.000	3,937.50
		0.000	0.00
4008                          4976.05	200.00	0.000	0.00
ADDITIONAL WORK	LS	1.000	200.00
Plug temporary drainage pipe at the Blain/Brown county line		1.000	200.00
		0.000	0.00
GROUP 4 CULVERTS		Contracted	54,883.00
		Current	59,020.50
		In place	60,566.00
		This Estimate	0.00
GROUP 7 GUARDRAIL
0034                          0030.70	3,000.00	1.000	3,000.00
MOBILIZATION	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00
0035                          7017.00	10.50	320.800	3,368.40
REMOVE GUARDRAIL	m	320.800	3,368.40
		320.800	3,368.40
		0.000	0.00
0036                          7018.01	132.00	43.800	5,781.60
RESET GUARDRAIL	m	43.800	5,781.60
		43.800	5,781.60
		0.000	0.00
0037                          7021.70	1,850.00	4.000	7,400.00
GUARDRAIL END TREATMENT, SRT-350	EACH	4.000	7,400.00
		4.000	7,400.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	19,550.00
		Current	19,550.00
		In place	19,550.00
		This Estimate	0.00
GROUP 9 BITUMINOUS
0038                          P402.15	84.00	160.500	13,482.00
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	160.500	13,482.00
		160.500	13,482.00
		0.000	0.00
0039                          0030.90	45,000.00	1.000	45,000.00
MOBILIZATION	LS	1.000	45,000.00
		1.000	45,000.00
		0.000	0.00
0040                          2001.00	17.50	4,438.000	77,665.00
GRAVEL SURFACE COURSE	m3	4,438.000	77,665.00
		5,841.090	102,219.08
		0.000	0.00
0041                          2005.50	11.40	8,760.000	99,864.00
CLAY SURFACE COURSE	m3	8,760.000	99,864.00
		10,373.350	118,256.19
		0.000	0.00
0042                          2009.10	520.00	64.901	33,748.52
GRAVEL EMBEDMENT	StaM	64.901	33,748.52
		64.901	33,748.52
		0.000	0.00
0043                          4024.55	103.00	35.680	3,675.04
FLUME SPILLWAY	m	35.680	3,675.04
		36.400	3,749.20
		0.000	0.00
0044                          4024.70	1,450.00	2.000	2,900.00
CONCRETE FLUME, TYPE I	EACH	2.000	2,900.00
		2.000	2,900.00
		0.000	0.00
0045                          4024.71	1,550.00	4.000	6,200.00
CONCRETE FLUME, TYPE II	EACH	4.000	6,200.00
		5.000	7,750.00
		0.000	0.00
0046                          4024.73	1,250.00	10.000	12,500.00
CONCRETE FLUME, TYPE IV	EACH	10.000	12,500.00
		10.000	12,500.00
		0.000	0.00
0047                          8051.00	20.50	2,704.000	55,432.00
SOIL BINDER	m3	2,704.000	55,432.00
		5,816.750	119,243.38
		0.000	0.00
0048                          8101.00	530.00	138.174	73,232.22
SUBGRADE STABILIZATION	StaM	138.174	73,232.22
		138.116	73,201.48
		0.000	0.00
0049                          8111.00	620.00	7.360	4,563.20
SHOULDER SUBGRADE PREPARATION	StaM	7.360	4,563.20
		7.360	4,563.20
		0.000	0.00
0050                          9000.75	17.40	100.000	1,740.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	100.000	1,740.00
SP1(12.5)		3.440	59.86
		0.000	0.00
0051                          9005.00	24.50	100.000	2,450.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	100.000	2,450.00
SP1(12.5)		57.080	1,398.46
		0.000	0.00
0052                          9005.25	20.30	46,600.000	945,980.00
ASPHALTIC CONCRETE, TYPE SP1(12.5)	Mg	46,600.000	945,980.00
		47,405.460	962,330.83
		0.000	0.00
0053                          9009.00	3.40	2,510.000	8,534.00
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	2,510.000	8,534.00
		2,500.000	8,500.00
		0.000	0.00
0054                          9020.92	176.00	5.200	915.20
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING	Mg	5.200	915.20
		0.157	27.63
		0.000	0.00
0055                          9021.03	176.00	2,428.400	427,398.40
PERFORMANCE GRADED BINDER (58-28)	Mg	2,428.400	427,398.40
		1,988.475	349,971.60
		0.000	0.00
0056                          9030.00	6.50	2,210.000	14,365.00
CONSTRUCTING ASPHALTIC CONCRETE CURB	m	2,210.000	14,365.00
		2,350.520	15,278.38
		0.000	0.00
0057                          9053.00	0.29	40,740.000	11,814.60
TACK COAT	L	40,740.000	11,814.60
		56,303.040	16,327.89
		0.000	0.00
0058                          9111.00	2.25	1,737.000	3,908.25
WATER	kL	1,737.000	3,908.25
		6,522.925	14,676.58
		0.000	0.00
0059                          9170.00	104.00	276.991	28,807.06
EARTH SHOULDER CONSTRUCTION	StaM	276.991	28,807.06
		301.351	31,340.50
		0.000	0.00
0060                          9179.23	570.00	18.650	10,630.50
COLD MILLING, CLASS 3	StaM	18.650	10,630.50
		7.300	4,161.00
		0.000	0.00
0061                          9179.24	1,800.00	112.710	202,878.00
COLD MILLING, CLASS 4	StaM	112.710	202,878.00
		102.450	184,410.00
		0.000	0.00
0062                          9188.50	21.88	51.000	1,115.88
SURFACING UNDER GUARDRAIL	m2	51.000	1,115.88
		51.000	1,115.88
		0.000	0.00
0063                          9300.50	5,000.00	1.000	5,000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00
4000                          9300.56	0.259	0.000	0.00
SUPERPAVE QUALITY INCENTIVE	Mg	47,462.540	12,292.80
Incentive for Air Voids and density		47,462.540	12,292.80
		0.000	0.00
4001                          9005.25	34.45	0.000	0.00
ASPHALTIC CONCRETE, TYPE SP1(12.5)	Mg	200.000	6,890.00
For widening the radius at the junction of N-7 & N-91		118.160	4,070.61
		0.000	0.00
4003                          9170.03	548.25	0.000	0.00
EARTH SHOULDER CONSTRUCTION	StaM	0.350	191.89
At the junction of N-7 & N-91		0.350	191.89
		0.000	0.00
4004                          9179.56	3.18	0.000	0.00
COLD MILLING, CLASS 4	m2	6,500.000	20,670.00
To remove the surfacing from L-5B		4,539.600	14,435.93
		0.000	0.00
4005                          0030.01	6,000.00	0.000	0.00
ADDITIONAL MOBILIZATION	LS	1.000	6,000.00
To get equipment to the N-7 & N-91 Junction.		1.000	6,000.00
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	2,093,798.87
		Current	2,139,843.56
		In place	2,168,202.89
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0064                          0001.08	0.50	14,000.000	7,000.00
BARRICADE, TYPE II	BDAY	14,000.000	7,000.00
		19,235.000	9,617.50
		0.000	0.00
0065                          0001.10	4.00	1,160.000	4,640.00
BARRICADE, TYPE III	BDAY	1,160.000	4,640.00
		5,072.000	20,288.00
		90.000	360.00
0066                          0001.30	4.00	528.000	2,112.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	528.000	2,112.00
		584.000	2,336.00
		0.000	0.00
0067                          0001.90	0.90	12,911.000	11,619.90
SIGN DAY	EACH	12,911.000	11,619.90
		10,871.000	9,783.90
		90.000	81.00
0068                          0002.30	1.03	2,800.000	2,884.00
PAVEMENT MARKING REMOVAL	m	2,800.000	2,884.00
		295.000	303.85
		0.000	0.00
0069                          0002.31	1.03	2,000.000	2,060.00
TEMPORARY PAVEMENT MARKING	m	2,000.000	2,060.00
		1,574.000	1,621.22
		0.000	0.00
0070                          0002.39	2.10	3,050.000	6,405.00
TEMPORARY PAVEMENT MARKING, TYPE II	m	3,050.000	6,405.00
		1,864.000	3,914.40
		0.000	0.00
0071                          0002.45	21.00	185.000	3,885.00
TEMPORARY BROKEN LINES	StaM	185.000	3,885.00
		283.825	5,960.33
		0.000	0.00
0072                          0002.48	2.10	360.000	756.00
TEMPORARY RAISED PAVEMENT MARKER	EACH	360.000	756.00
		320.000	672.00
		0.000	0.00
0073                          0003.10	200.00	190.000	38,000.00
FLAGGING	DAY	190.000	38,000.00
		36.500	7,300.00
		0.000	0.00
0074                          0010.04	3,000.00	1.000	3,000.00
FIELD OFFICE	EACH	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00
0075                          0030.00	15,000.00	1.000	15,000.00
MOBILIZATION	LS	1.000	15,000.00
		1.000	15,000.00
		0.000	0.00
0076                          9110.01	60.00	60.000	3,600.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	60.000	3,600.00
		51.500	3,090.00
		0.000	0.00
0077                          9110.02	60.00	10.000	600.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	10.000	600.00
		39.000	2,340.00
		0.000	0.00
0078                          9110.03	45.00	60.000	2,700.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	60.000	2,700.00
		36.500	1,642.50
		0.000	0.00
0079                          9110.07	40.00	60.000	2,400.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	60.000	2,400.00
		0.000	0.00
		0.000	0.00
0081                          0002.40	24.15	0.000	0.00
TEMPORARY SOLID LINES	StaM	370.000	8,935.50
		567.651	13,708.77
		0.000	0.00
4006                          0002.75	3.445	0.000	0.00
PERMANENT PAVEMENT MARKING	m	200.000	689.00
To place the white edge line at the junctions of L-5B and N-7 & N-91 and around the radius at the N-7 & N-91 Jct.		279.230	961.95
		125.000	430.63
GROUP 10 GENERAL ITEMS		Contracted	106,661.90
		Current	116,286.40
		In place	101,540.42
		This Estimate	871.63
Totals for contract		Contracted	3,672,132.31
		Current	3,765,907.50
		In place	3,997,901.00
		This Estimate	871.63