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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	2182 WBE COMPANY, INC.
Contract ID:	2860X
Estimate Number:	0003
Pay Period End Date:	09.13.2003

Contract Location:
PAPILLION WEST	Estimate Type:	PROG
Contractor:
WBE COMPANY, INC.	Date Let:	05.22.2003
28990 W REICHMUTH RD	Date Awarded:	06.12.2003
	Date Contract Executed:	06.30.2003
	Date Notice to Proceed:	06.30.2003
VALLEY NE 68064-8010	Date Work Began:
Phone:	Date Physical Work Completed:
(402)359-5774	Date Accepted:
Escrow Agent:
Surety Co:
LIBERTY MUTUAL INSURANCE COMPANY

Counties
SARPY

Project Number		PCT			Fed State Project Number		Description
21860 000		0.000			TMT-77(37)		GRAD, CONC PAVE, CULV, BR, GDRL

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$331,113.51	$224,941.56	$106,171.95
$3,299,003.92	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$331,113.51	$224,941.56	$106,171.95
$3,299,003.92	Retainage	$-3,311.14	$-2,249.42	$-1,061.72
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
10.04%	Net Earnings	$327,802.37	$222,692.14	$105,110.23
	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	$397.56	$23.97	$373.59
	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	$397.56	$23.97	$373.59
	Payment	$328,199.93	$222,716.11	$105,483.82
Project Manager			Project Engineer
Peterson, Roger	09.15.2003		Holmes, Bob	09.15.2003
Div. Head/Dist. Eng.			Constr. Estimate Eng.
Lech, Marvin (Marv)	09.15.2003		Bartos, Steve	09.17.2003
Controller Div. Processed
Burling, Laurie	09.17.2003

		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                          0030.10	130,000.00	1.000	130,000.00
MOBILIZATION	LS	1.000	130,000.00
		0.640	83,243.15
		0.000	0.00
0002                          1000.00	600.00	1.000	600.00
LARGE TREE REMOVAL	EACH	1.000	600.00
		0.000	0.00
		0.000	0.00
0003                          1009.00	30,000.00	1.000	30,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	30,000.00
		0.750	22,500.00
		0.000	0.00
0004                          1011.00	0.01	3,360.000	33.60
WATER	kL	3,360.000	33.60
		274.380	2.75
		183.760	1.84
0005                          1012.00	45.00	20.000	900.00
RIGHT-OF-WAY MARKERS	EACH	20.000	900.00
		0.000	0.00
		0.000	0.00
0006                          1030.00	3.59	167,983.000	603,058.97
EARTHWORK MEASURED IN EMBANKMENT	m3	167,983.000	603,058.97
		45,192.140	162,239.78
		21,226.540	76,203.28
0007                          1043.50	2.39	43.000	102.77
RIPRAP FILTER FABRIC	m2	43.000	102.77
		0.000	0.00
		0.000	0.00
0008                          1101.00	2.20	6,898.000	15,175.60
REMOVE PAVEMENT	m2	6,898.000	15,175.60
		294.560	648.03
		294.560	648.03
0009                          1101.25	8.20	366.300	3,003.66
SAWING PAVEMENT	m	366.300	3,003.66
		112.000	918.40
		112.000	918.40
0010                          1102.00	2.85	1,643.000	4,682.55
REMOVE ASPHALT SURFACE	m2	1,643.000	4,682.55
		622.100	1,772.99
		622.100	1,772.99
0011                          1106.00	2.00	1,386.000	2,772.00
REMOVE DRIVEWAY	m2	1,386.000	2,772.00
		0.000	0.00
		0.000	0.00
0012                          1107.00	0.01	297.000	2.97
REMOVE WALK	m2	297.000	2.97
		0.000	0.00
		0.000	0.00
0013                          1112.00	25.00	2.000	50.00
REMOVE HEADER	EACH	2.000	50.00
		0.000	0.00
		0.000	0.00
0014                          1122.01	2.00	183.000	366.00
REMOVE CONCRETE MEDIAN SURFACING	m2	183.000	366.00
		0.000	0.00
		0.000	0.00
0015                          1133.00	132.00	56.900	7,510.80
REMOVE TRACK	m	56.900	7,510.80
		56.900	7,510.80
		0.000	0.00
0016                          1300.24	66.00	16.000	1,056.00
600 mm DRIVEWAY CULVERT PIPE	m	16.000	1,056.00
		0.000	0.00
		0.000	0.00
0017                          1600.00	8,900.00	1.000	8,900.00
MONITORING INSTRUMENTATION	LS	1.000	8,900.00
		0.750	6,675.00
		0.500	4,450.00
0018                          4035.00	24.00	2.000	48.00
REMOVE FLARED-END SECTION	EACH	2.000	48.00
		0.000	0.00
		0.000	0.00
0019                          6105.02	20.94	41.000	858.54
ROCK RIPRAP, TYPE B	Mg	41.000	858.54
		0.000	0.00
		0.000	0.00
0020                          L006.00	190.00	3.000	570.00
COVER CROP SEEDING	ha	3.000	570.00
		0.000	0.00
		0.000	0.00
0021                          L020.01	5.50	2,663.000	14,646.50
EROSION CONTROL, TYPE A	m2	2,663.000	14,646.50
		0.000	0.00
		0.000	0.00
0022                          L020.09	10.50	138.000	1,449.00
EROSION CONTROL, TYPE AAA	m2	138.000	1,449.00
		0.000	0.00
		0.000	0.00
0023                          L021.01	20.00	145.000	2,900.00
EROSION CHECKS, TYPE A	BALE	145.000	2,900.00
		0.000	0.00
		0.000	0.00
0024                          L022.11	6.00	591.000	3,546.00
FABRIC SILT FENCE-LOW POROSITY	m	591.000	3,546.00
		609.000	3,654.00
		0.000	0.00
0025                          L022.14	7.50	30.000	225.00
FABRIC SILT FENCE-LOW PROFILE LOW POROSITY	m	30.000	225.00
		0.000	0.00
		0.000	0.00
GROUP 1 GRADING		Contracted	832,457.96
		Current	832,457.96
		In place	289,164.90
		This Estimate	83,994.54
GROUP 3 CONCRETE PAVEMENT
0026                          0030.30	20,000.00	1.000	20,000.00
MOBILIZATION	LS	1.000	20,000.00
		0.000	0.00
		0.000	0.00
0027                          2010.03	18.73	22.000	412.06
CRUSHED ROCK SURFACE COURSE	Mg	22.000	412.06
		28.870	540.74
		28.870	540.74
0028                          3008.05	2.00	91.000	182.00
TIE BARS	EACH	91.000	182.00
		0.000	0.00
		0.000	0.00
0029                          3014.12	39.60	22.000	871.20
COMBINATION CONCRETE CLASS 47B-25 CURB AND GUTTER	m	22.000	871.20
		0.000	0.00
		0.000	0.00
0030                          3016.21	22.50	3,743.000	84,217.50
CONCRETE CLASS 47B-20 SIDEWALKS	m2	3,743.000	84,217.50
		0.000	0.00
		0.000	0.00
0031                          3017.40	25.75	2,627.000	67,645.25
CONCRETE CLASS 47B-20 MEDIAN SURFACING	m2	2,627.000	67,645.25
		0.000	0.00
		0.000	0.00
0032                          3020.24	33.09	130.000	4,301.70
CONCRETE CLASS 47B-25 DRIVEWAY	m2	130.000	4,301.70
230mm		0.000	0.00
		0.000	0.00
0033                          3020.26	29.30	1,226.000	35,921.80
CONCRETE CLASS 47B-25 DRIVEWAY	m2	1,226.000	35,921.80
180mm		0.000	0.00
		0.000	0.00
0034                          3070.12	140.00	0.940	131.60
CONCRETE FOR HEADERS, CLASS 47B-25	m3	0.940	131.60
		0.000	0.00
		0.000	0.00
0035                          3075.42	27.50	23,823.000	655,132.50
230 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	23,823.000	655,132.50
		0.000	0.00
		0.000	0.00
0036                          4015.00	120.00	5.000	600.00
ADJUST MANHOLE TO GRADE	EACH	5.000	600.00
		0.000	0.00
		0.000	0.00
0037                          7500.32	185.00	6.000	1,110.00
ARROW, PREFORMED PAVEMENT MARKING, TYPE 4	EACH	6.000	1,110.00
		0.000	0.00
		0.000	0.00
0038                          7502.14	8.81	728.000	6,413.68
100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	m	728.000	6,413.68
		0.000	0.00
		0.000	0.00
0039                          7503.14	8.81	1,092.000	9,620.52
100 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	m	1,092.000	9,620.52
		0.000	0.00
		0.000	0.00
0040                          9009.75	36.67	582.000	21,341.94
TEMPORARY SURFACING	m2	582.000	21,341.94
		565.900	20,751.55
		565.900	20,751.55
0041                          9111.00	1.00	419.000	419.00
WATER	kL	419.000	419.00
		0.000	0.00
		0.000	0.00
0042                          9170.00	495.00	25.540	12,642.30
EARTH SHOULDER CONSTRUCTION	StaM	25.540	12,642.30
		0.000	0.00
		0.000	0.00
0043                          9173.20	1.00	25,179.000	25,179.00
SUBGRADE PREPARATION	m2	25,179.000	25,179.00
		0.000	0.00
		0.000	0.00
0044                          9179.24	2,996.50	6.480	19,417.32
COLD MILLING, CLASS 4	StaM	6.480	19,417.32
		6.380	19,117.67
		0.000	0.00
0045                          L001.02	1,650.00	3.000	4,950.00
SEEDING, TYPE B	ha	3.000	4,950.00
		0.000	0.00
		0.000	0.00
0046                          L010.00	4.15	4,095.000	16,994.25
SODDING	m2	4,095.000	16,994.25
		0.000	0.00
		0.000	0.00
0047                          L032.75	75.00	15.000	1,125.00
MULCH	Mg	15.000	1,125.00
		0.000	0.00
		0.000	0.00
0048                          W600.03	90.00	1.000	90.00
ADJUST VALVE BOX TO GRADE	EACH	1.000	90.00
		0.000	0.00
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	988,718.62
		Current	988,718.62
		In place	40,409.96
		This Estimate	21,292.29
GROUP 4 CULVERTS
0049                          0030.40	5,000.00	1.000	5,000.00
MOBILIZATION	LS	1.000	5,000.00
		0.000	0.00
		0.000	0.00
0050                          1117.00	290.00	3.000	870.00
REMOVE MANHOLE	EACH	3.000	870.00
		0.000	0.00
		0.000	0.00
0051                          1119.00	195.00	8.000	1,560.00
REMOVE INLET	EACH	8.000	1,560.00
		0.000	0.00
		0.000	0.00
0052                          4002.00	3.60	2,904.000	10,454.40
CAST IRON COVER AND FRAME	kg	2,904.000	10,454.40
		0.000	0.00
		0.000	0.00
0053                          4004.50	3.60	360.000	1,296.00
CAST IRON GRATE AND FRAME	kg	360.000	1,296.00
		0.000	0.00
		0.000	0.00
0054                          4005.00	3.60	624.000	2,246.40
CAST IRON RING AND COVER	kg	624.000	2,246.40
		0.000	0.00
		0.000	0.00
0055                          4015.50	720.00	1.000	720.00
RECONSTRUCT MANHOLE	EACH	1.000	720.00
		0.000	0.00
		0.000	0.00
0056                          4016.00	1,750.00	1.000	1,750.00
MANHOLE	EACH	1.000	1,750.00
AT STA. 8+91.72 RT.		0.000	0.00
		0.000	0.00
0057                          4016.01	1,750.00	1.000	1,750.00
MANHOLE	EACH	1.000	1,750.00
AT STA. 9+69.11 RT.		0.000	0.00
		0.000	0.00
0058                          4016.02	1,750.00	1.000	1,750.00
MANHOLE	EACH	1.000	1,750.00
AT STA. 9+67.72 RT.		0.000	0.00
		0.000	0.00
0059                          4016.03	1,750.00	1.000	1,750.00
MANHOLE	EACH	1.000	1,750.00
AT STA. 9+88.00 RT.		0.000	0.00
		0.000	0.00
0060                          4016.04	1,750.00	1.000	1,750.00
MANHOLE	EACH	1.000	1,750.00
AT STA. 9+87.66 LT.		0.000	0.00
		0.000	0.00
0061                          4016.05	1,750.00	1.000	1,750.00
MANHOLE	EACH	1.000	1,750.00
AT STA. 12+60.26 RT.		0.000	0.00
		0.000	0.00
0062                          4016.06	1,750.00	1.000	1,750.00
MANHOLE	EACH	1.000	1,750.00
AT STA. 12+97.51 RT.		0.000	0.00
		0.000	0.00
0063                          4035.00	24.00	2.000	48.00
REMOVE FLARED-END SECTION	EACH	2.000	48.00
		0.000	0.00
		0.000	0.00
0064                          4043.50	19.00	301.300	5,724.70
REMOVE SEWER PIPE	m	301.300	5,724.70
		0.000	0.00
		0.000	0.00
0065                          4050.01	30.00	124.000	3,720.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	124.000	3,720.00
		0.000	0.00
		0.000	0.00
0066                          4100.06	380.00	2.520	957.60
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL	m3	2.520	957.60
		0.000	0.00
		0.000	0.00
0067                          4105.58	380.00	119.870	45,550.60
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	119.870	45,550.60
		0.000	0.00
		0.000	0.00
0068                          4107.07	380.00	1.680	638.40
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	1.680	638.40
		0.000	0.00
		0.000	0.00
0069                          4130.06	380.00	0.310	117.80
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG	m3	0.310	117.80
		0.000	0.00
		0.000	0.00
0070                          4150.00	1.96	115.000	225.40
REINFORCING STEEL FOR HEADWALL	kg	115.000	225.40
		0.000	0.00
		0.000	0.00
0071                          4155.50	1.90	4,832.000	9,180.80
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	4,832.000	9,180.80
		0.000	0.00
		0.000	0.00
0072                          4157.00	1.90	79.000	150.10
REINFORCING STEEL FOR COLLARS	kg	79.000	150.10
		0.000	0.00
		0.000	0.00
0073                          4300.30	121.96	30.000	3,658.80
750 mm CULVERT PIPE	m	30.000	3,658.80
		0.000	0.00
		0.000	0.00
0074                          4460.18	310.00	1.000	310.00
450 mm CONCRETE FLARED-END SECTION	EACH	1.000	310.00
		0.000	0.00
		0.000	0.00
0075                          4460.24	310.00	1.000	310.00
600 mm CONCRETE FLARED-END SECTION	EACH	1.000	310.00
		0.000	0.00
		0.000	0.00
0076                          4460.48	900.00	1.000	900.00
1200 mm CONCRETE FLARED-END SECTION	EACH	1.000	900.00
		0.000	0.00
		0.000	0.00
0077                          4600.15	90.00	138.500	12,465.00
375 mm REINFORCED CONCRETE SEWER PIPE	m	138.500	12,465.00
		0.000	0.00
		0.000	0.00
0078                          4600.18	90.00	1,170.800	105,372.00
450 mm REINFORCED CONCRETE SEWER PIPE	m	1,170.800	105,372.00
		0.000	0.00
		0.000	0.00
0079                          4600.24	99.00	216.000	21,384.00
600 mm REINFORCED CONCRETE SEWER PIPE	m	216.000	21,384.00
		0.000	0.00
		0.000	0.00
0080                          4600.30	122.00	242.500	29,585.00
750 mm REINFORCED CONCRETE SEWER PIPE	m	242.500	29,585.00
		0.000	0.00
		0.000	0.00
0081                          4600.36	198.00	29.000	5,742.00
900 mm REINFORCED CONCRETE SEWER PIPE	m	29.000	5,742.00
		0.000	0.00
		0.000	0.00
0082                          4600.42	260.00	57.500	14,950.00
1050 mm REINFORCED CONCRETE SEWER PIPE	m	57.500	14,950.00
		0.000	0.00
		0.000	0.00
0083                          4600.48	280.00	156.000	43,680.00
1200 mm REINFORCED CONCRETE SEWER PIPE	m	156.000	43,680.00
		0.000	0.00
		0.000	0.00
GROUP 4 CULVERTS		Contracted	339,067.00
		Current	339,067.00
		In place	0.00
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 6+70.834
0084                          0030.60	99,000.00	1.000	99,000.00
MOBILIZATION	LS	1.000	99,000.00
		0.000	0.00
		0.000	0.00
0085                          3050.15	179.39	291.800	52,346.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	291.800	52,346.00
		0.000	0.00
		0.000	0.00
0086                          3051.10	1.10	21,552.000	23,707.20
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	21,552.000	23,707.20
		0.000	0.00
		0.000	0.00
0087                          6000.10	1.00	1.000	1.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	1.00
		0.000	0.00
		0.000	0.00
0088                          6000.11	1.00	1.000	1.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	1.00
		0.000	0.00
		0.000	0.00
0089                          6000.20	1.00	1.000	1.00
PIER NO.1 EXCAVATION	LS	1.000	1.00
		0.000	0.00
		0.000	0.00
0090                          6000.21	1.00	1.000	1.00
PIER NO.2 EXCAVATION	LS	1.000	1.00
		0.000	0.00
		0.000	0.00
0091                          6005.78	1,021.00	22.000	22,462.00
EXPANSION BEARING, TFE TYPE	EACH	22.000	22,462.00
		0.000	0.00
		0.000	0.00
0092                          6005.83	303.47	44.000	13,352.68
FIXED BEARING	EACH	44.000	13,352.68
		0.000	0.00
		0.000	0.00
0093                          6010.22	327.00	502.500	164,317.50
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	502.500	164,317.50
		0.000	0.00
		0.000	0.00
0094                          6010.26	287.19	499.700	143,508.84
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	499.700	143,508.84
		0.000	0.00
		0.000	0.00
0095                          6011.11	239,895.83	1.000	239,895.83
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	239,895.83
AT STA. 6+70.834		0.000	0.00
		0.000	0.00
0096                          6095.00	425.00	30.000	12,750.00
STEEL DIAPHRAGM	EACH	30.000	12,750.00
		0.000	0.00
		0.000	0.00
0097                          6107.00	47.82	1,150.300	55,007.35
CONCRETE SLOPE PROTECTION	m2	1,150.300	55,007.35
		0.000	0.00
		0.000	0.00
0098                          6131.50	1.10	92,728.000	102,000.80
EPOXY COATED REINFORCING STEEL	kg	92,728.000	102,000.80
		0.000	0.00
		0.000	0.00
0099                          6139.50	22.61	274.000	6,195.14
SUBSURFACE DRAINAGE MATTING	m2	274.000	6,195.14
		0.000	0.00
		0.000	0.00
0100                          6210.12	45.93	2,045.800	93,963.59
HP 250 mm X 62 kg STEEL PILING	m	2,045.800	93,963.59
		0.000	0.00
		0.000	0.00
0101                          6401.00	88.68	143.200	12,698.98
PEDESTRIAN BARRIER RAIL	m	143.200	12,698.98
		0.000	0.00
		0.000	0.00
0102                          6404.16	180.11	131.000	23,594.41
1.8 m PEDESTRIAN RAILING (CHAIN LINK TYPE)	m	131.000	23,594.41
		0.000	0.00
		0.000	0.00
0103                          6610.45	426.50	56.800	24,225.20
STRIP SEALS	m	56.800	24,225.20
		0.000	0.00
		0.000	0.00
0104                          8091.00	10.28	693.000	7,124.04
GRANULAR BACKFILL	m3	693.000	7,124.04
		0.000	0.00
		0.000	0.00
0105                          A069.13	131.24	60.000	7,874.40
100 mm CONDUIT ON STRUCTURE	m	60.000	7,874.40
		0.000	0.00
		0.000	0.00
0106                          A070.22	32.80	66.000	2,164.80
100 mm CONDUIT IN TRENCH	m	66.000	2,164.80
		0.000	0.00
		0.000	0.00
GROUP 6 BRIDGE AT STA. 6+70.834		Contracted	1,106,192.76
		Current	1,106,192.76
		In place	0.00
		This Estimate	0.00
GROUP 7 GUARDRAIL
0107                          0030.70	1.00	1.000	1.00
MOBILIZATION	LS	1.000	1.00
		0.000	0.00
		0.000	0.00
0108                          7011.20	45.00	80.000	3,600.00
W-BEAM GUARDRAIL	m	80.000	3,600.00
		0.000	0.00
		0.000	0.00
0109                          7020.00	966.00	2.000	1,932.00
BRIDGE APPROACH SECTIONS	EACH	2.000	1,932.00
		0.000	0.00
		0.000	0.00
0110                          7021.58	1,206.00	2.000	2,412.00
GUARDRAIL END TREATMENT, SRT-75	EACH	2.000	2,412.00
		0.000	0.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	7,945.00
		Current	7,945.00
		In place	0.00
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0111                          0001.08	0.50	3,500.000	1,750.00
BARRICADE, TYPE II	BDAY	3,500.000	1,750.00
		356.000	178.00
		324.000	162.00
0112                          0001.10	0.85	10,506.000	8,930.10
BARRICADE, TYPE III	BDAY	10,506.000	8,930.10
		752.000	639.22
		449.000	381.66
0113                          0001.90	0.52	6,924.000	3,600.48
SIGN DAY	EACH	6,924.000	3,600.48
		695.000	361.40
		273.000	141.96
0114                          0001.99	0.75	2,468.000	1,851.00
CONTRACTOR FURNISHED SIGN DAY	EACH	2,468.000	1,851.00
		480.000	360.00
		266.000	199.50
0115                          0003.10	1.00	190.000	190.00
FLAGGING	DAY	190.000	190.00
		0.000	0.00
		0.000	0.00
0116                          0010.04	2,500.00	1.000	2,500.00
FIELD OFFICE	EACH	1.000	2,500.00
		0.000	0.00
		0.000	0.00
0117                          0030.00	1.00	1.000	1.00
MOBILIZATION	LS	1.000	1.00
		0.000	0.00
		0.000	0.00
0118                          9110.01	100.00	20.000	2,000.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	20.000	2,000.00
		0.000	0.00
		0.000	0.00
0119                          9110.02	30.00	20.000	600.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	20.000	600.00
		0.000	0.00
		0.000	0.00
0120                          9110.03	100.00	20.000	2,000.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	20.000	2,000.00
		0.000	0.00
		0.000	0.00
0121                          9110.06	60.00	20.000	1,200.00
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	20.000	1,200.00
		0.000	0.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	24,622.58
		Current	24,622.58
		In place	1,538.62
		This Estimate	885.12
Totals for contract		Contracted	3,299,003.92
		Current	3,299,003.92
		In place	331,113.48
		This Estimate	106,171.95