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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0477 WESTERN ENGINEERING COMPANY, INC.
Contract ID:	5860
Estimate Number:	0012
Pay Period End Date:	07.27.2001

Contract Location:
HAY SPRINGS WEST	Estimate Type:	PROG
Contractor:
WESTERN ENGINEERING COMPANY, INC.	Date Let:	12.02.1999
1149 WEST HIGHWAY 44	Date Awarded:	12.09.1999
PO BOX 350	Date Contract Executed:	12.15.1999
	Date Notice to Proceed:	12.15.1999
HARLAN IA 51537	Date Work Began:	07.05.2000
Phone:	Date Physical Work Completed:
(712)755-5191	Date Accepted:
Escrow Agent:
Surety Co:
HARTFORD FIRE INSURANCE COMPANY

Counties
DAWES
SHERIDAN

Project Number		PCT			Fed State Project Number		Description
50860 000B		0.000			EACNH-20-1(126)		GR CULV SEED BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$2,627,285.16	$2,568,678.85	$58,606.31
$2,546,053.06	Stockpiled Materials	$13,402.91	$13,402.91	$.00
Original Contract Amt	Gross Earnings	$2,640,688.07	$2,582,081.76	$58,606.31
$2,555,505.58	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
103.19%	Net Earnings	$2,615,688.07	$2,557,081.76	$58,606.31
	Liquidated Damages	-$14,432.00	-$12,628.00	-$1,804.00
	Incentives	$.00	$.00	$.00
	Disincentives	$-11,000.00	$-11,000.00	$.00
	Other Contract Adj	$.00	$.00	$.00
	Appl of Training Adj	$.00	$.00	$.00
	Training Rates Adj	$.00	$.00	$.00
	Fuel Adj	$4,898.92	$4,898.92	$.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	-$20,533.08	-$18,729.08	-$1,804.00
	Payment	$2,595,154.99	$2,538,352.68	$56,802.31
Project Manager			Div. Head/Dist. Eng.
Carnahan, Brian	07.27.2001		Lind, Craig	07.30.2001
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	07.31.2001
Controller Div. Processed
Burling, Laurie	07.31.2001

		Detailed breakdown of stockpiled materials
Est Nbr:	0001
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0074	9005.30	ASPHALTIC CONCRETE, TYPE SP2(12.5)
		S.P. Initial Payment	21,421.43	10190
		Crushed Rock
		S.P. Initial Payment	30,779.94	10190
		Crushed Fines
		S.P. Initial Payment	14,217.94	10190
		Coarse Sand
		Total for estimate 0001:	66,419.31
Est Nbr:	0007
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0074	9005.30	ASPHALTIC CONCRETE, TYPE SP2(12.5)
		S.P. Adjustment	-1,251.99	10190
		Crushed Rock
		S.P. Adjustment	-7,824.94	10190
		Crushed Fines
		S.P. Adjustment	-1,585.31	10190
		Coarse Sand
		Total for estimate 0007:	-10,662.24
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0074	9005.30	ASPHALTIC CONCRETE, TYPE SP2(12.5)
		S.P. Adjustment	-4,604.97	10190
		Crushed Rock
		S.P. Adjustment	-22,955.00	10190
		Crushed Fines
		S.P. Adjustment	-5,830.97	10190
		Coarse Sand
		Total for estimate 0008:	-33,390.94
Est Nbr:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0074	9005.30	ASPHALTIC CONCRETE, TYPE SP2(12.5)
		S.P. Adjustment	-3,008.57	10190
		Crushed Rock
		S.P. Adjustment	-3,809.55	10190
		Coarse Sand
		Total for estimate 0009:	-6,818.12
Est Nbr:	0010
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0074	9005.30	ASPHALTIC CONCRETE, TYPE SP2(12.5)
		S.P. Adjustment	-946.55	10190
		Crushed Rock
		S.P. Adjustment	-1,198.55	10190
		Coarse Sand
		Total for estimate 0010:	-2,145.10
		Total remaining for contract:	13,402.91

			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                          L006.00	158.00	24.000	3,792.00
COVER CROP SEEDING	ha	24.000	3,792.00
		0.000	0.00
		0.000	0.00
0002                          L020.01	9.45	5,535.000	52,305.75
EROSION CONTROL, TYPE A	m2	5,535.000	52,305.75
		7,117.000	67,255.65
		0.000	0.00
0003                          L020.07	6.55	5,144.000	33,693.20
EROSION CONTROL, TYPE B-1	m2	5,144.000	33,693.20
		5,144.000	33,693.20
		0.000	0.00
0004                          L020.09	11.00	940.000	10,340.00
EROSION CONTROL, TYPE AAA	m2	940.000	10,340.00
		0.000	0.00
		0.000	0.00
0005                          L020.10	2.60	2,663.000	6,923.80
EROSION CONTROL, TYPE HV	m2	2,663.000	6,923.80
		3,003.400	7,808.84
		0.000	0.00
0006                          L021.01	31.50	217.000	6,835.50
EROSION CHECKS, TYPE A	BALE	217.000	6,835.50
		335.000	10,552.50
		0.000	0.00
0007                          L021.06	26.35	378.000	9,960.30
EROSION CHECKS, TYPE HV	BALE	378.000	9,960.30
		433.000	11,409.55
		0.000	0.00
0008                          L021.11	36.85	238.000	8,770.30
EROSION CHECKS, TYPE ST-A	BALE	238.000	8,770.30
		49.000	1,805.65
		0.000	0.00
0009                          L021.15	31.50	63.000	1,984.50
EROSION CHECKS, TYPE ST-HV	BALE	63.000	1,984.50
		0.000	0.00
		0.000	0.00
0010                          L022.12	12.65	400.000	5,060.00
FABRIC SILT FENCE-HIGH POROSITY	m	241.900	3,060.04
		249.700	3,158.71
		0.000	0.00
0011                          P402.24	105.25	118.200	12,440.55
600 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	0.000	0.00
		0.000	0.00
		0.000	0.00
0012                          0030.10	26,500.00	1.000	26,500.00
MOBILIZATION	LS	1.000	26,500.00
		1.000	26,500.00
		0.000	0.00
0013                          1009.00	4,735.00	1.000	4,735.00
GENERAL CLEARING AND GRUBBING	LS	1.000	4,735.00
		1.000	4,735.00
		0.000	0.00
0014                          1010.00	2.32	119,030.000	276,149.60
EXCAVATION	m3	119,030.000	276,149.60
		119,030.000	276,149.60
		0.000	0.00
0015                          1010.10	2.89	24,927.000	72,039.03
EXCAVATION, BORROW	m3	24,927.000	72,039.03
		42,972.000	124,189.08
		18,045.000	52,150.05
0016                          1011.00	1.00	17,995.000	17,995.00
WATER	kL	17,995.000	17,995.00
		5,579.400	5,579.40
		0.000	0.00
0017                          1012.00	68.00	100.000	6,800.00
RIGHT-OF-WAY MARKERS	EACH	100.000	6,800.00
		126.000	8,568.00
		0.000	0.00
0018                          1040.00	0.41	65,510.000	26,859.10
SLOPE PROTECTION	m2	65,510.000	26,859.10
		86,581.680	35,498.48
		-387.160	-158.74
0019                          1040.06	126.00	72.000	9,072.00
SLOPE PROTECTION MULCH	Mg	29.480	3,714.48
		95.556	12,040.06
		0.000	0.00
0020                          1041.00	0.53	22,100.000	11,713.00
SALVAGING AND PLACING TOPSOIL	m2	50,747.500	26,896.18
		87,351.220	46,296.15
		0.000	0.00
0021                          1701.24	63.15	114.400	7,224.36
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	114.400	7,224.36
		160.300	10,122.95
		0.000	0.00
0022                          1701.30	89.50	15.000	1,342.50
750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	15.000	1,342.50
		15.000	1,342.50
		0.000	0.00
0023                          1701.36	115.75	18.000	2,083.50
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	18.000	2,083.50
		18.000	2,083.50
		0.000	0.00
0024                          4050.01	26.30	198.000	5,207.40
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	198.000	5,207.40
		0.000	0.00
		0.000	0.00
0025                          4100.06	1,250.00	5.040	6,300.00
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL	m3	0.000	0.00
		0.000	0.00
		0.000	0.00
0026                          4150.00	5.25	240.000	1,260.00
REINFORCING STEEL FOR HEADWALL	kg	0.000	0.00
		0.000	0.00
		0.000	0.00
0027                          4310.24	184.00	12.000	2,208.00
600 mm FLARED-END SECTION	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00
0028                          7017.00	8.40	1,117.700	9,388.68
REMOVE GUARDRAIL	m	1,117.700	9,388.68
		1,128.400	9,478.56
		0.000	0.00
0100                          1041.20	0.75	0.000	0.00
PLACING TOPSOIL	m2	42,908.400	32,181.30
		43,326.000	32,494.50
		8,820.000	6,615.00
GROUP 1 GRADING		Contracted	638,983.07
		Current	656,781.51
		In place	730,761.88
		This Estimate	58,606.31
GROUP 4 CULVERTS
0029                          P300.24	94.75	52.100	4,936.48
600 mm CULVERT PIPE, TYPE 3,4 OR 5	m	52.100	4,936.48
		95.800	9,077.05
		0.000	0.00
0030                          P300.30	105.00	117.400	12,327.00
750 mm CULVERT PIPE, TYPE 3,4 OR 5	m	117.400	12,327.00
		73.700	7,738.50
		0.000	0.00
0031                          P300.36	130.00	16.100	2,093.00
900 mm CULVERT PIPE, TYPE 3,4 OR 5	m	16.100	2,093.00
		16.100	2,093.00
		0.000	0.00
0032                          P300.42	168.00	58.600	9,844.80
1050 mm CULVERT PIPE, TYPE 3,4 OR 5	m	58.600	9,844.80
		58.600	9,844.80
		0.000	0.00
0033                          0030.40	5,300.00	1.000	5,300.00
MOBILIZATION	LS	1.000	5,300.00
		1.000	5,300.00
		0.000	0.00
0034                          1043.50	3.16	109.000	344.44
RIPRAP FILTER FABRIC	m2	0.000	0.00
		0.000	0.00
		0.000	0.00
0035                          4035.25	131.50	32.000	4,208.00
REMOVE AND SALVAGE FLARED-END SECTION	EACH	32.000	4,208.00
		32.000	4,208.00
		0.000	0.00
0036                          4040.00	157.85	8.000	1,262.80
REMOVE HEADWALLS FROM CULVERTS	EACH	8.000	1,262.80
		8.000	1,262.80
		0.000	0.00
0037                          4044.00	3,150.00	1.000	3,150.00
PREPARATION OF STRUCTURE	EACH	1.000	3,150.00
		1.000	3,150.00
		0.000	0.00
0038                          4044.01	3,150.00	1.000	3,150.00
PREPARATION OF STRUCTURE	EACH	1.000	3,150.00
		1.000	3,150.00
		0.000	0.00
0039                          4044.02	3,150.00	1.000	3,150.00
PREPARATION OF STRUCTURE	EACH	1.000	3,150.00
		1.000	3,150.00
		0.000	0.00
0040                          4050.01	21.00	238.000	4,998.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	238.000	4,998.00
		238.000	4,998.00
		0.000	0.00
0041                          4051.01	31.50	70.000	2,205.00
EXCAVATION FOR BOX CULVERTS	m3	70.000	2,205.00
		70.000	2,205.00
		0.000	0.00
0042                          4101.06	458.00	43.600	19,968.80
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	43.600	19,968.80
		43.600	19,968.80
		0.000	0.00
0043                          4130.06	1,050.00	0.220	231.00
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG	m3	0.220	231.00
		0.220	231.00
		0.000	0.00
0044                          4151.00	1.58	2,601.000	4,109.58
REINFORCING STEEL FOR BOX CULVERT	kg	2,601.000	4,109.58
		2,601.000	4,109.58
		0.000	0.00
0045                          4310.24	157.50	3.000	472.50
600 mm FLARED-END SECTION	EACH	3.000	472.50
		3.000	472.50
		0.000	0.00
0046                          4310.30	290.00	1.000	290.00
750 mm FLARED-END SECTION	EACH	1.000	290.00
		1.000	290.00
		0.000	0.00
0047                          4310.36	525.00	1.000	525.00
900 mm FLARED-END SECTION	EACH	1.000	525.00
		0.000	0.00
		0.000	0.00
0048                          4310.42	1,050.00	1.000	1,050.00
1050 mm FLARED-END SECTION	EACH	1.000	1,050.00
		2.000	2,100.00
		0.000	0.00
0049                          4362.24	105.00	14.000	1,470.00
INSTALL 600 mm METAL FLARED-END SECTION	EACH	14.000	1,470.00
		14.000	1,470.00
		0.000	0.00
0050                          4362.30	137.00	9.000	1,233.00
INSTALL 750 mm METAL FLARED-END SECTION	EACH	9.000	1,233.00
		9.000	1,233.00
		0.000	0.00
0051                          4362.36	210.50	5.000	1,052.50
INSTALL 900 mm METAL FLARED-END SECTION	EACH	5.000	1,052.50
		5.000	1,052.50
		0.000	0.00
0052                          4362.42	263.00	4.000	1,052.00
INSTALL 1050 mm METAL FLARED-END SECTION	EACH	4.000	1,052.00
		4.000	1,052.00
		0.000	0.00
0053                          6105.02	63.00	50.000	3,150.00
ROCK RIPRAP, TYPE B	Mg	0.000	0.00
		0.000	0.00
		0.000	0.00
GROUP 4 CULVERTS		Contracted	91,573.90
		Current	88,079.46
		In place	88,156.53
		This Estimate	0.00
GROUP 4A CONCRETE BOX CULVERT AT STA. 8+03.80
0054                          0030.40	5,250.00	1.000	5,250.00
MOBILIZATION	LS	1.000	5,250.00
		1.000	5,250.00
		0.000	0.00
0055                          4044.00	5,250.00	1.000	5,250.00
PREPARATION OF STRUCTURE	EACH	1.000	5,250.00
		1.000	5,250.00
		0.000	0.00
0056                          4051.01	26.30	179.000	4,707.70
EXCAVATION FOR BOX CULVERTS	m3	179.000	4,707.70
		179.000	4,707.70
		0.000	0.00
0057                          4101.06	447.00	158.970	71,059.59
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	158.970	71,059.59
		158.970	71,059.59
		0.000	0.00
0058                          4151.00	1.58	9,393.000	14,840.94
REINFORCING STEEL FOR BOX CULVERT	kg	9,393.000	14,840.94
		9,393.000	14,840.94
		0.000	0.00
0099                          4054.65	8,715.00	0.000	0.00
TEMPORARY SHORING	LS	1.000	8,715.00
		1.000	8,715.00
		0.000	0.00
GROUP 4A CONCRETE BOX CULVERT AT STA. 8+03.80		Contracted	101,108.23
		Current	109,823.23
		In place	109,823.23
		This Estimate	0.00
GROUP 5 SEEDING
0059                          L001.01	2,150.00	15.000	32,250.00
SEEDING, TYPE A	ha	15.000	32,250.00
		17.550	37,732.50
		0.000	0.00
0060                          L001.02	1,790.00	9.000	16,110.00
SEEDING, TYPE B	ha	9.000	16,110.00
		8.812	15,773.48
		0.000	0.00
0061                          L032.75	126.00	108.000	13,608.00
MULCH	Mg	108.000	13,608.00
		118.320	14,908.32
		0.000	0.00
0062                          0030.50	5,250.00	1.000	5,250.00
MOBILIZATION	LS	1.000	5,250.00
		1.000	5,250.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	67,218.00
		Current	67,218.00
		In place	73,664.30
		This Estimate	0.00
GROUP 9 BITUMINOUS
0063                          0002.40	27.25	959.760	26,153.46
TEMPORARY SOLID LINES	StaM	959.760	26,153.46
		1,256.210	34,231.72
		0.000	0.00
0064                          0002.45	26.25	359.910	9,447.64
TEMPORARY BROKEN LINES	StaM	359.910	9,447.64
		415.190	10,898.74
		0.000	0.00
0065                          0030.90	55,000.00	1.000	55,000.00
MOBILIZATION	LS	1.000	55,000.00
		1.000	55,000.00
		0.000	0.00
0066                          1020.03	14.50	20.000	290.00
DELINEATOR, TYPE III	EACH	20.000	290.00
		0.000	0.00
		0.000	0.00
0067                          2001.00	22.00	30.000	660.00
GRAVEL SURFACE COURSE	m3	30.000	660.00
		0.000	0.00
		0.000	0.00
0068                          2010.00	24.00	52.000	1,248.00
CRUSHED ROCK SURFACE COURSE	m3	52.000	1,248.00
		99.060	2,377.44
		0.000	0.00
0069                          2021.00	60.00	2.000	120.00
MAILBOX POST	EACH	2.000	120.00
		2.000	120.00
		0.000	0.00
0070                          8111.00	245.00	240.750	58,983.75
SHOULDER SUBGRADE PREPARATION	StaM	240.750	58,983.75
		239.690	58,724.05
		0.000	0.00
0071                          9000.75	18.00	180.000	3,240.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	180.000	3,240.00
		149.290	2,687.22
		0.000	0.00
0072                          9005.00	29.00	450.000	13,050.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	450.000	13,050.00
		0.000	0.00
		0.000	0.00
0073                          9005.23	20.20	19,030.000	384,406.00
ASPHALTIC CONCRETE, TYPE SPS	Mg	19,030.000	384,406.00
		19,025.390	384,312.88
		0.000	0.00
0074                          9005.30	21.55	18,600.000	400,830.00
ASPHALTIC CONCRETE, TYPE SP2(12.5)	Mg	26,454.000	570,083.70
		26,547.840	572,105.96
		0.000	0.00
0075                          9009.00	2.25	3,598.000	8,095.50
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS AND	m2	3,598.000	8,095.50
INTERSECTIONS		3,564.000	8,019.00
		0.000	0.00
0076                          9020.92	174.00	9.593	1,669.18
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCE	Mg	9.593	1,669.18
PATCHING		6.980	1,214.52
		0.000	0.00
0077                          9021.03	174.00	1,999.190	347,859.06
PERFORMANCE GRADED BINDER (58-28)	Mg	1,847.000	321,378.00
		1,867.350	324,918.90
		0.000	0.00
0078                          9034.00	1.50	3,598.000	5,397.00
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	3,598.000	5,397.00
		3,689.000	5,533.50
		0.000	0.00
0079                          9053.00	0.20	110,410.000	22,082.00
TACK COAT	L	110,410.000	22,082.00
		149,674.708	29,934.95
		0.000	0.00
0080                          9053.20	0.14	74,120.000	10,376.80
FOG SEAL	L	0.000	0.00
		0.000	0.00
		0.000	0.00
0081                          9111.00	2.50	1,440.000	3,600.00
WATER	kL	1,440.000	3,600.00
		1,448.400	3,621.00
		0.000	0.00
0082                          9111.10	1.05	918.000	963.90
WATER FOR FLY ASH STABILIZATION	kL	0.000	0.00
		0.000	0.00
		0.000	0.00
0083                          9190.00	1,285.00	119.450	153,493.25
FLY ASH STABILIZED BITUMINOUS	StaM	0.000	0.00
		0.000	0.00
		0.000	0.00
0084                          9190.50	41.00	1,660.000	68,060.00
FLY ASH	Mg	0.000	0.00
		0.000	0.00
		0.000	0.00
0085                          9300.01	25.00	8.000	200.00
ASPHALT CONCRETE THICKNESS CORE	EACH	8.000	200.00
		0.000	0.00
		0.000	0.00
0098                          9179.63	580.56	0.000	0.00
COLD MILLING, CLASS 3	StaM	119.970	69,649.78
		120.340	69,864.59
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	1,575,225.54
		Current	1,554,754.01
		In place	1,563,564.47
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0086                          0001.08	0.50	8,280.000	4,140.00
BARRICADE, TYPE II	BDAY	8,280.000	4,140.00
		4,364.000	2,182.00
		0.000	0.00
0087                          0001.10	4.00	1,122.000	4,488.00
BARRICADE, TYPE III	BDAY	1,122.000	4,488.00
		1,112.000	4,448.00
		0.000	0.00
0088                          0001.30	3.85	513.000	1,975.05
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	513.000	1,975.05
		489.000	1,882.65
		0.000	0.00
0089                          0001.90	0.85	9,228.000	7,843.80
SIGN DAY	EACH	9,228.000	7,843.80
		5,136.000	4,365.60
		0.000	0.00
0090                          0003.10	190.00	170.000	32,300.00
FLAGGING	DAY	170.000	32,300.00
		189.000	35,910.00
		0.000	0.00
0091                          0003.20	300.00	40.000	12,000.00
FURNISHING AND OPERATING PILOT VEHICLE	DAY	0.000	0.00
		0.000	0.00
		0.000	0.00
0092                          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
0093                          0030.00	9,500.00	1.000	9,500.00
MOBILIZATION	LS	1.000	9,500.00
		0.857	8,141.50
		0.000	0.00
0094                          9110.01	60.00	30.000	1,800.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	30.000	1,800.00
		21.000	1,260.00
		0.000	0.00
0095                          9110.02	60.00	30.000	1,800.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	30.000	1,800.00
		0.000	0.00
		0.000	0.00
0096                          9110.03	45.00	30.000	1,350.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	30.000	1,350.00
		1.000	45.00
		0.000	0.00
0097                          9110.07	40.00	30.000	1,200.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	30.000	1,200.00
		2.000	80.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	81,396.85
		Current	69,396.85
		In place	61,314.75
		This Estimate	0.00
Totals for contract		Contracted	2,555,505.58
		Current	2,546,053.06
		In place	2,627,285.16
		This Estimate	58,606.31