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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	2252 PAULSEN, INC.
Contract ID:	6808
Estimate Number:	0004
Pay Period End Date:	05.30.2002

Contract Location:
HALSEY WEST	Estimate Type:	PROG
Contractor:
PAULSEN, INC.	Date Let:	12.06.2001
1116 EAST HWY 30	Date Awarded:	12.18.2001
P O BOX 17	Date Contract Executed:	12.26.2001
	Date Notice to Proceed:	12.26.2001
COZAD NE 69130	Date Work Began:	04.02.2002
Phone:	Date Physical Work Completed:
(308)784-3333	Date Accepted:
Escrow Agent:
Surety Co:
ST. PAUL FIRE AND MARINE INSURANCE COMPANY

Counties
BLAINE
THOMAS

Project Number		PCT			Fed State Project Number		Description
60808 000		0.000			EACNH-STPB-2-2(110)		GR CULV ELEC BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$454,581.22	$324,059.61	$130,521.61
$2,151,894.47	Stockpiled Materials	$52,593.17	$52,593.17	$.00
Original Contract Amt	Gross Earnings	$507,174.39	$376,652.78	$130,521.61
$2,153,014.47	Retainage	$-4,545.81	$-3,240.60	$-1,305.21
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
21.12%	Net Earnings	$502,628.58	$373,412.18	$129,216.40
	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	$436.90	$384.42	$52.48
	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	$436.90	$384.42	$52.48
	Payment	$503,065.48	$373,796.60	$129,268.88
Project Manager			Div. Head/Dist. Eng.
White, Dennis	06.03.2002		O'Donnell, Les	06.05.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	06.06.2002
Controller Div. Processed
Burling, Laurie	06.06.2002

		Detailed breakdown of stockpiled materials
Est Nbr:	0002
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0085	9005.35	ASPHALTIC CONCRETE, TYPE SP3(12.5)
		S.P. Initial Payment	52,593.17	41427
		3/4 " Asphalt Rock
		Total for estimate 0002:	52,593.17
		Total remaining for contract:	52,593.17

			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                          L020.07	3.75	3,551.000	13,316.25
EROSION CONTROL, TYPE B-1	m2	3,551.000	13,316.25
		0.000	0.00
		0.000	0.00
0002                          L020.20	0.50	28,643.000	14,321.50
SLOPE PROTECTION NETTING	m2	28,643.000	14,321.50
		0.000	0.00
		0.000	0.00
0003                          L022.12	8.00	780.000	6,240.00
FABRIC SILT FENCE-HIGH POROSITY	m	780.000	6,240.00
		780.000	6,240.00
		0.000	0.00
0004                          L022.25	9.50	1,734.000	16,473.00
FABRIC SILT FENCE, TYPE COIR FIBER	m	1,734.000	16,473.00
		0.000	0.00
		0.000	0.00
0005                          0030.10	27,235.00	1.000	27,235.00
MOBILIZATION	LS	1.000	27,235.00
		1.000	27,235.00
		0.000	0.00
0006                          1000.00	122.89	28.000	3,440.92
LARGE TREE REMOVAL	EACH	28.000	3,440.92
		38.000	4,669.82
		0.000	0.00
0007                          1009.00	24,578.38	1.000	24,578.38
GENERAL CLEARING AND GRUBBING	LS	1.000	24,578.38
		0.833	20,481.98
		0.000	0.00
0008                          1010.00	1.62	82,448.000	133,565.76
EXCAVATION	m3	82,448.000	133,565.76
		77,025.000	124,780.50
		28,319.500	45,877.59
0009                          1010.01	2.86	1,916.000	5,479.76
EXCAVATION (ESTABLISHED QUANTITY)	m3	1,916.000	5,479.76
		1,916.000	5,479.76
		0.000	0.00
0010                          1011.00	4.78	2,109.000	10,081.02
WATER	kL	2,109.000	10,081.02
		0.000	0.00
		0.000	0.00
0011                          1012.00	66.70	122.000	8,137.40
RIGHT-OF-WAY MARKERS	EACH	122.000	8,137.40
		45.000	3,001.50
		45.000	3,001.50
0012                          1021.10	13.44	90.000	1,209.60
REMOVE DELINEATOR UNITS	EACH	90.000	1,209.60
		112.000	1,505.28
		0.000	0.00
0013                          1040.00	0.29	182,035.000	52,790.15
SLOPE PROTECTION	m2	182,035.000	52,790.15
		0.000	0.00
		0.000	0.00
0014                          1040.06	72.50	202.000	14,645.00
SLOPE PROTECTION MULCH	Mg	202.000	14,645.00
		0.000	0.00
		0.000	0.00
0015                          1041.00	0.50	6,880.000	3,440.00
SALVAGING AND PLACING TOPSOIL	m2	6,880.000	3,440.00
		2,294.000	1,147.00
		0.000	0.00
0016                          1101.00	4.52	327.000	1,478.04
REMOVE PAVEMENT	m2	327.000	1,478.04
		513.280	2,320.02
		0.000	0.00
0017                          1102.00	4.45	689.400	3,067.83
REMOVE ASPHALT SURFACE	m2	689.400	3,067.83
		501.105	2,229.92
		0.000	0.00
0018                          1106.00	4.21	1,560.000	6,567.60
REMOVE DRIVEWAY	m2	1,560.000	6,567.60
		1,150.752	4,844.66
		79.717	335.61
0019                          1107.00	16.93	12.500	211.63
REMOVE WALK	m2	12.500	211.63
		13.600	230.25
		4.600	77.88
0020                          1108.00	14.78	94.300	1,393.75
REMOVE COMBINATION CURB AND GUTTER	m	94.300	1,393.75
		107.500	1,588.85
		0.000	0.00
0021                          1111.00	2.99	76.800	229.63
REMOVE FENCE	m	76.800	229.63
		76.800	229.63
		0.000	0.00
0022                          1124.00	3,484.39	1.000	3,484.39
REMOVE BUILDING	EACH	1.000	3,484.39
AT STA. 694+10 LT.		1.000	3,484.39
		0.000	0.00
0023                          1124.01	211.57	1.000	211.57
REMOVE BUILDING	EACH	1.000	211.57
AT STA. 704+95 RT.		1.000	211.57
		0.000	0.00
0024                          1125.00	1,393.75	1.000	1,393.75
CLEAR TRACT	EACH	1.000	1,393.75
AT STA. 693+90 TO STA. 694+25 LT.		1.000	1,393.75
		0.000	0.00
0025                          1125.01	1,742.19	1.000	1,742.19
CLEAR TRACT	EACH	1.000	1,742.19
AT STA. 704+50 TO STA. 705+25 RT.		1.000	1,742.19
		0.000	0.00
0026                          1701.18	46.33	8.000	370.64
450 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	8.000	370.64
		0.000	0.00
		0.000	0.00
0027                          1701.24	47.77	55.500	2,651.24
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	55.500	2,651.24
		0.000	0.00
		0.000	0.00
0028                          4310.24	154.65	2.000	309.30
600 mm FLARED-END SECTION	EACH	2.000	309.30
		0.000	0.00
		0.000	0.00
0029                          7308.10	1,149.08	1.000	1,149.08
REMOVE SIGN	EACH	1.000	1,149.08
		1.000	1,149.08
		0.000	0.00
GROUP 1 GRADING		Contracted	359,214.38
		Current	359,214.38
		In place	213,965.15
		This Estimate	49,292.58
GROUP 4 CULVERTS
0030                          P300.24	90.00	35.200	3,168.00
600 mm CULVERT PIPE, TYPE 3,4 OR 5	m	35.200	3,168.00
		32.800	2,952.00
		0.000	0.00
0031                          P700.15	96.00	57.000	5,472.00
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	57.000	5,472.00
		57.000	5,472.00
		0.000	0.00
0032                          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
0033                          1119.00	500.00	1.000	500.00
REMOVE INLET	EACH	1.000	500.00
		1.000	500.00
		0.000	0.00
0034                          4002.00	5.50	171.000	940.50
CAST IRON COVER AND FRAME	kg	171.000	940.50
		171.000	940.50
		0.000	0.00
0035                          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
0036                          4040.00	100.00	6.000	600.00
REMOVE HEADWALLS FROM CULVERTS	EACH	6.000	600.00
		5.000	500.00
		0.000	0.00
0037                          4050.01	36.00	9.000	324.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	9.000	324.00
		9.000	324.00
		0.000	0.00
0038                          4105.59	980.00	2.970	2,910.60
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	2.970	2,910.60
		2.970	2,910.60
		0.000	0.00
0039                          4155.50	4.40	161.000	708.40
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	161.000	708.40
		161.000	708.40
		0.000	0.00
0040                          4310.15	225.00	4.000	900.00
375 mm FLARED-END SECTION	EACH	4.000	900.00
		4.000	900.00
		0.000	0.00
0041                          4310.18	235.00	1.000	235.00
450 mm FLARED-END SECTION	EACH	1.000	235.00
		1.000	235.00
		0.000	0.00
0042                          4310.24	245.00	6.000	1,470.00
600 mm FLARED-END SECTION	EACH	6.000	1,470.00
		6.000	1,470.00
		0.000	0.00
0043                          4670.05	150.00	16.000	2,400.00
CULVERT SANDFILL	m3	16.000	2,400.00
		16.000	2,400.00
		0.000	0.00
GROUP 4 CULVERTS		Contracted	22,828.50
		Current	22,828.50
		In place	22,512.50
		This Estimate	0.00
GROUP 8B ELECTRICAL
0044                          A001.12	355.00	9.000	3,195.00
PULL BOX, TYPE PB-5	EACH	9.000	3,195.00
		9.000	3,195.00
		9.000	3,195.00
0045                          A009.29	1,560.00	17.000	26,520.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-1.8-0.25	EACH	17.000	26,520.00
		0.000	0.00
		0.000	0.00
0046                          A010.08	800.00	2.000	1,600.00
LUMINAIRE, TYPE HPS-150	EACH	2.000	1,600.00
		0.000	0.00
		0.000	0.00
0047                          A020.10	962.00	1.000	962.00
LIGHTING CONTROL CENTER, TYPE D	EACH	1.000	962.00
		0.000	0.00
		0.000	0.00
0048                          A070.10	6.00	735.000	4,410.00
38 mm CONDUIT IN TRENCH	m	735.000	4,410.00
		555.000	3,330.00
		0.000	0.00
0049                          A072.10	7.00	107.000	749.00
38 mm CONDUIT UNDER ROADWAY	m	107.000	749.00
		68.000	476.00
		0.000	0.00
0050                          A074.12	25.00	144.000	3,600.00
38 mm CONDUIT, JACKED	m	144.000	3,600.00
		144.000	3,600.00
		0.000	0.00
0051                          A080.22	1.50	986.000	1,479.00
STREET LIGHTING CABLE, NO. 6 BARE	m	986.000	1,479.00
		0.000	0.00
		0.000	0.00
0052                          A080.24	1.60	1,972.000	3,155.20
STREET LIGHTING CABLE, NO. 6 USE	m	1,972.000	3,155.20
		0.000	0.00
		0.000	0.00
0053                          0030.81	1,600.00	1.000	1,600.00
MOBILIZATION	LS	1.000	1,600.00
		1.000	1,600.00
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	47,270.20
		Current	47,270.20
		In place	12,201.00
		This Estimate	3,195.00
GROUP 9 BITUMINOUS
0054                          L001.02	1,300.00	0.710	923.00
SEEDING, TYPE B	ha	0.710	923.00
		0.000	0.00
		0.000	0.00
0055                          L010.00	6.15	747.000	4,594.05
SODDING	m2	747.000	4,594.05
		0.000	0.00
		0.000	0.00
0056                          L032.75	80.00	3.500	280.00
MULCH	Mg	3.500	280.00
		0.000	0.00
		0.000	0.00
0057                          P402.15	108.50	87.200	9,461.20
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	87.200	9,461.20
		0.000	0.00
		0.000	0.00
0058                          0030.90	38,500.00	1.000	38,500.00
MOBILIZATION	LS	1.000	38,500.00
		0.000	0.00
		0.000	0.00
0059                          1020.03	19.00	27.000	513.00
DELINEATOR, TYPE III	EACH	27.000	513.00
		0.000	0.00
		0.000	0.00
0060                          1020.20	19.00	8.000	152.00
INSTALL CHEVRONS	EACH	8.000	152.00
		0.000	0.00
		0.000	0.00
0061                          2001.00	14.00	96.000	1,344.00
GRAVEL SURFACE COURSE	m3	96.000	1,344.00
		0.000	0.00
		0.000	0.00
0062                          3016.23	45.80	309.400	14,170.52
150 mm CONCRETE CLASS 47B-20 SIDEWALKS	m2	309.400	14,170.52
		312.767	14,324.72
		9.287	425.34
0063                          3016.62	44.20	1,217.800	53,826.76
155 mm CONCRETE CLASS 47B-20 BIKEWAY	m2	1,217.800	53,826.76
		1,195.217	52,828.59
		989.057	43,716.32
0064                          3020.26	45.20	356.000	16,091.20
CONCRETE CLASS 47B-25 DRIVEWAY	m2	356.000	16,091.20
		364.069	16,455.92
		281.581	12,727.46
0065                          3075.12	43.50	576.300	25,069.05
155 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	576.300	25,069.05
		0.000	0.00
		0.000	0.00
0066                          3075.32	49.00	355.560	17,422.44
205 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	355.560	17,422.44
		1,306.685	64,027.57
		136.308	6,679.09
0067                          4003.00	5.15	1,590.000	8,188.50
CAST IRON COVER, FRAME, AND FLANGE	kg	1,590.000	8,188.50
		955.000	4,918.25
		955.000	4,918.25
0068                          4015.00	460.00	6.000	2,760.00
ADJUST MANHOLE TO GRADE	EACH	6.000	2,760.00
		5.000	2,300.00
		2.000	920.00
0069                          4024.55	162.65	118.700	19,306.56
FLUME SPILLWAY	m	118.700	19,306.56
		0.000	0.00
		0.000	0.00
0070                          4024.70	1,750.00	10.000	17,500.00
CONCRETE FLUME, TYPE I	EACH	10.000	17,500.00
		0.000	0.00
		0.000	0.00
0071                          4024.71	1,750.00	15.000	26,250.00
CONCRETE FLUME, TYPE II	EACH	15.000	26,250.00
		0.000	0.00
		0.000	0.00
0072                          4024.73	1,750.00	7.000	12,250.00
CONCRETE FLUME, TYPE IV	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00
0073                          7110.06	81.50	76.800	6,259.20
1.8 METER CHAIN-LINK FENCE	m	76.800	6,259.20
		0.000	0.00
		0.000	0.00
0074                          7117.06	225.00	2.000	450.00
PULL POST FOR 1.8 METER CHAIN-LINK FENCE	EACH	2.000	450.00
		0.000	0.00
		0.000	0.00
0075                          7316.00	5,500.00	1.000	5,500.00
SIGN	EACH	1.000	5,500.00
BASE STRUCTURE		0.000	0.00
		0.000	0.00
0076                          7320.00	1,650.00	1.000	1,650.00
INSTALL SIGN	EACH	1.000	1,650.00
		0.000	0.00
		0.000	0.00
0077                          7502.04	7.60	100.000	760.00
100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4	m	100.000	760.00
		0.000	0.00
		0.000	0.00
0078                          7503.04	6.80	4,200.000	28,560.00
100 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4	m	4,200.000	28,560.00
		0.000	0.00
		0.000	0.00
0079                          7509.04	22.75	300.000	6,825.00
300 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4	m	300.000	6,825.00
		0.000	0.00
		0.000	0.00
0080                          8111.00	175.10	189.452	33,173.05
SHOULDER SUBGRADE PREPARATION	StaM	189.452	33,173.05
		0.000	0.00
		0.000	0.00
0081                          9000.75	12.70	500.000	6,350.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	500.000	6,350.00
SPS		0.000	0.00
		0.000	0.00
0082                          9005.00	23.00	500.000	11,500.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	500.000	11,500.00
SP3(12.5)		0.000	0.00
		0.000	0.00
0083                          9005.10	26.65	1,950.000	51,967.50
ASPHALTIC CONCRETE BIKEWAY	Mg	1,950.000	51,967.50
TYPE SPS		0.000	0.00
		0.000	0.00
0084                          9005.23	12.70	17,580.000	223,266.00
ASPHALTIC CONCRETE, TYPE SPS	Mg	17,580.000	223,266.00
		0.000	0.00
		0.000	0.00
0085                          9005.35	19.20	23,740.000	455,808.00
ASPHALTIC CONCRETE, TYPE SP3(12.5)	Mg	23,740.000	455,808.00
		0.000	0.00
		0.000	0.00
0086                          9009.00	2.05	3,270.000	6,703.50
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	3,270.000	6,703.50
		0.000	0.00
		0.000	0.00
0087                          9020.92	177.50	27.000	4,792.50
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING	Mg	27.000	4,792.50
		0.000	0.00
		0.000	0.00
0088                          9021.01	177.50	1,308.960	232,340.40
PERFORMANCE GRADED BINDER (64-22)	Mg	1,308.960	232,340.40
		0.000	0.00
		0.000	0.00
0089                          9021.03	177.50	949.320	168,504.30
PERFORMANCE GRADED BINDER (58-28)	Mg	949.320	168,504.30
		0.000	0.00
		0.000	0.00
0090                          9030.00	4.85	3,871.000	18,774.35
CONSTRUCTING ASPHALTIC CONCRETE CURB	m	3,871.000	18,774.35
		0.000	0.00
		0.000	0.00
0091                          9034.00	1.55	3,270.000	5,068.50
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	3,270.000	5,068.50
		0.000	0.00
		0.000	0.00
0092                          9053.00	0.22	83,640.000	18,400.80
TACK COAT	L	83,640.000	18,400.80
		0.000	0.00
		0.000	0.00
0093                          9111.00	2.50	1,208.000	3,020.00
WATER	kL	1,208.000	3,020.00
		0.000	0.00
		0.000	0.00
0094                          9173.20	1.10	5,833.300	6,416.63
SUBGRADE PREPARATION	m2	5,833.300	6,416.63
		3,176.866	3,494.56
		1,355.334	1,490.87
0095                          9179.23	357.50	96.401	34,463.36
COLD MILLING, CLASS 3	StaM	96.401	34,463.36
		0.000	0.00
		0.000	0.00
0096                          9179.43	1,150.00	5.049	5,806.35
COLD MILLING, CLASS 3	StaM	5.049	5,806.35
TYPE A		0.000	0.00
		0.000	0.00
0097                          9300.50	2,200.00	1.000	2,200.00
ASPHALT PAVEMENT SMOOTHNESS TESTING	LS	1.000	2,200.00
		0.000	0.00
		0.000	0.00
4001                          4024.76	1,590.00	0.000	0.00
CONCRETE FLUME, TYPE VII	EACH	7.000	11,130.00
		0.000	0.00
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	1,607,161.71
		Current	1,606,041.71
		In place	158,349.61
		This Estimate	70,877.33
GROUP 10 GENERAL ITEMS
0098                          0001.08	0.50	30,400.000	15,200.00
BARRICADE, TYPE II	BDAY	30,400.000	15,200.00
		2,252.000	1,126.00
		566.000	283.00
0099                          0001.10	3.60	1,208.000	4,348.80
BARRICADE, TYPE III	BDAY	1,208.000	4,348.80
		486.000	1,749.60
		104.000	374.40
0100                          0001.30	4.40	334.000	1,469.60
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	334.000	1,469.60
		106.000	466.40
		30.000	132.00
0101                          0001.75	5.75	810.000	4,657.50
TEMPORARY SIGN DAY	EACH	810.000	4,657.50
		64.000	368.00
		16.000	92.00
0102                          0001.90	0.77	7,626.000	5,872.02
SIGN DAY	EACH	7,626.000	5,872.02
		1,963.000	1,511.51
		570.000	438.90
0103                          0002.55	19.80	294.420	5,829.52
OVERLAY BROKEN LINES	StaM	294.420	5,829.52
		0.000	0.00
		0.000	0.00
0104                          0002.60	18.75	588.840	11,040.75
OVERLAY SOLID LINES	StaM	588.840	11,040.75
		0.000	0.00
		0.000	0.00
0105                          0003.10	168.35	90.000	15,151.50
FLAGGING	DAY	90.000	15,151.50
		97.000	16,329.95
		34.000	5,723.90
0106                          0010.04	1,500.00	1.000	1,500.00
FIELD OFFICE	EACH	1.000	1,500.00
		1.000	1,500.00
		0.000	0.00
0107                          0030.00	8,500.00	1.000	8,500.00
MOBILIZATION	LS	1.000	8,500.00
		0.000	0.00
		0.000	0.00
0108                          1017.00	34,150.00	1.000	34,150.00
CONSTRUCTION STAKING AND SURVEYING	LS	1.000	34,150.00
		0.700	23,905.00
		0.000	0.00
0109                          9110.01	48.00	60.000	2,880.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	60.000	2,880.00
		2.000	96.00
		0.000	0.00
0110                          9110.02	48.00	30.000	1,440.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	30.000	1,440.00
		4.500	216.00
		0.000	0.00
0111                          9110.03	43.00	60.000	2,580.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	60.000	2,580.00
		5.500	236.50
		1.500	64.50
0112                          9110.07	32.00	60.000	1,920.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	60.000	1,920.00
		1.500	48.00
		1.500	48.00
GROUP 10 GENERAL ITEMS		Contracted	116,539.69
		Current	116,539.69
		In place	47,552.96
		This Estimate	7,156.70
Totals for contract		Contracted	2,153,014.47
		Current	2,151,894.47
		In place	454,581.22
		This Estimate	130,521.61