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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0083 WERNER CONSTRUCTION, INC.
Contract ID:	3291
Estimate Number:	0007
Pay Period End Date:	08.02.2003

Contract Location:
WEST POINT NORTH	Estimate Type:	PROG
Contractor:
WERNER CONSTRUCTION, INC.	Date Let:	11.14.2002
129 E 2ND ST	Date Awarded:	11.21.2002
PO BOX 1087	Date Contract Executed:	11.27.2002
	Date Notice to Proceed:	11.27.2002
HASTINGS NE 68902-1087	Date Work Began:	02.13.2003
Phone:	Date Physical Work Completed:
(402)463-4545	Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY

Counties
CUMING

Project Number		PCT			Fed State Project Number		Description
31291 000		0.000			EACSTPD-9-3(102)		GR CULV SEED BR GDRL BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$875,063.32	$854,099.99	$20,963.33
$2,852,263.32	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$875,063.32	$854,099.99	$20,963.33
$2,825,560.32	Retainage	$-8,750.63	$-8,541.00	$-209.63
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
30.68%	Net Earnings	$866,312.69	$845,558.99	$20,753.70
	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	$.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	$.00	$.00	$.00
	Payment	$866,312.69	$845,558.99	$20,753.70
Project Manager			Div. Head/Dist. Eng.
Mueting, Curt	08.05.2003		Boyle, Pat	08.06.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	08.06.2003
Controller Div. Processed
Burling, Laurie	08.07.2003

		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	6,400.00	1.000	6,400.00
MOBILIZATION	LS	1.000	6,400.00
		1.000	6,400.00
		0.500	3,200.00
0002                          1009.00	3,200.00	1.000	3,200.00
GENERAL CLEARING AND GRUBBING	LS	1.000	3,200.00
		0.250	800.00
		0.000	0.00
0003                          1011.00	3.00	493.000	1,479.00
WATER	MGAL	493.000	1,479.00
		0.000	0.00
		0.000	0.00
0004                          1012.00	70.00	57.000	3,990.00
RIGHT-OF-WAY MARKERS	EACH	57.000	3,990.00
		0.000	0.00
		0.000	0.00
0005                          1030.00	4.82	35,186.000	169,596.52
EARTHWORK MEASURED IN EMBANKMENT	CY	35,186.000	169,596.52
		15,075.000	72,661.50
		0.000	0.00
0006                          1101.00	5.00	268.000	1,340.00
REMOVE PAVEMENT	SY	268.000	1,340.00
		268.000	1,340.00
		0.000	0.00
0007                          1102.00	4.50	1,934.000	8,703.00
REMOVE ASPHALT SURFACE	SY	1,934.000	8,703.00
		978.670	4,404.02
		0.000	0.00
0008                          1106.00	5.00	74.000	370.00
REMOVE DRIVEWAY	SY	74.000	370.00
		74.000	370.00
		0.000	0.00
0009                          1300.42	30.00	66.000	1,980.00
42" DRIVEWAY CULVERT PIPE	LF	66.000	1,980.00
		0.000	0.00
		0.000	0.00
0010                          7017.00	2.45	2,623.250	6,426.96
REMOVE GUARDRAIL	LF	2,623.250	6,426.96
		2,608.500	6,390.83
		0.000	0.00
0011                          L020.00	1.55	1,961.000	3,039.55
EROSION CONTROL	SY	1,961.000	3,039.55
		0.000	0.00
		0.000	0.00
0012                          L022.11	2.15	450.000	967.50
FABRIC SILT FENCE-LOW POROSITY	LF	450.000	967.50
		0.000	0.00
		0.000	0.00
GROUP 1 GRADING		Contracted	207,492.53
		Current	207,492.53
		In place	92,366.35
		This Estimate	3,200.00
GROUP 4 CULVERTS
0013                          0030.40	3,130.00	1.000	3,130.00
MOBILIZATION	LS	1.000	3,130.00
		1.000	3,130.00
		0.000	0.00
0014                          4044.00	2,250.00	1.000	2,250.00
PREPARATION OF STRUCTURE	EACH	1.000	2,250.00
AT STA. 23+63.8		1.000	2,250.00
		0.000	0.00
0015                          4044.01	3,248.00	1.000	3,248.00
PREPARATION OF STRUCTURE	EACH	1.000	3,248.00
AT STA. 55+94		1.000	3,248.00
		0.000	0.00
0016                          4044.02	2,540.00	1.000	2,540.00
PREPARATION OF STRUCTURE	EACH	1.000	2,540.00
AT STA. 100+99		1.000	2,540.00
		0.000	0.00
0017                          4044.03	3,712.00	1.000	3,712.00
PREPARATION OF STRUCTURE	EACH	1.000	3,712.00
AT STA. 425+65		1.000	3,712.00
		0.000	0.00
0018                          4044.04	1,618.00	1.000	1,618.00
PREPARATION OF STRUCTURE	EACH	1.000	1,618.00
AT STA. 447+24		1.000	1,618.00
		0.000	0.00
0019                          4051.01	11.20	170.000	1,904.00
EXCAVATION FOR BOX CULVERTS	CY	170.000	1,904.00
		192.260	2,153.31
		0.000	0.00
0020                          4101.06	242.00	210.280	50,887.76
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT	CY	210.280	50,887.76
		210.280	50,887.76
		0.000	0.00
0021                          4151.00	0.66	21,276.000	14,042.16
REINFORCING STEEL FOR BOX CULVERT	LB	21,276.000	14,042.16
		21,276.000	14,042.16
		0.000	0.00
4001                          4051.12	21.03	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	CY	100.000	2,103.00
		93.500	1,966.31
		0.000	0.00
GROUP 4 CULVERTS		Contracted	83,331.92
		Current	85,434.92
		In place	85,547.54
		This Estimate	0.00
GROUP 4A CONCRETE BOX CULVERT AT STA. 130+85
0022                          0030.40	4,900.00	1.000	4,900.00
MOBILIZATION	LS	1.000	4,900.00
		1.000	4,900.00
		0.000	0.00
0023                          4051.01	4.00	653.000	2,612.00
EXCAVATION FOR BOX CULVERTS	CY	653.000	2,612.00
		964.000	3,856.00
		0.000	0.00
0024                          4101.06	219.32	302.850	66,421.06
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT	CY	302.850	66,421.06
		302.850	66,421.06
		0.000	0.00
0025                          4151.00	0.42	36,607.000	15,374.94
REINFORCING STEEL FOR BOX CULVERT	LB	36,607.000	15,374.94
		36,607.000	15,374.94
		0.000	0.00
0026                          6040.00	9,600.00	1.000	9,600.00
REMOVE STRUCTURE	EACH	1.000	9,600.00
AT STA. 130+85		1.000	9,600.00
		0.000	0.00
GROUP 4A CONCRETE BOX CULVERT AT STA. 130+85		Contracted	98,908.00
		Current	98,908.00
		In place	100,152.00
		This Estimate	0.00
GROUP 4B CONCRETE BOX CULVERT AT STA. 232+10
0027                          0030.40	4,900.00	1.000	4,900.00
MOBILIZATION	LS	1.000	4,900.00
		1.000	4,900.00
		0.000	0.00
0028                          1043.50	1.04	130.000	135.20
RIPRAP FILTER FABRIC	SY	130.000	135.20
		0.000	0.00
		0.000	0.00
0029                          4051.01	8.00	380.000	3,040.00
EXCAVATION FOR BOX CULVERTS	CY	380.000	3,040.00
		950.000	7,600.00
		0.000	0.00
0030                          4101.06	218.65	360.210	78,759.92
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT	CY	360.210	78,759.92
		360.210	78,759.91
		0.000	0.00
0031                          4151.00	0.42	43,726.000	18,364.92
REINFORCING STEEL FOR BOX CULVERT	LB	43,726.000	18,364.92
		43,726.000	18,364.92
		0.000	0.00
0032                          6040.00	9,500.00	1.000	9,500.00
REMOVE STRUCTURE	EACH	1.000	9,500.00
AT STA. 232+10		1.000	9,500.00
		0.000	0.00
0033                          6105.02	29.00	343.000	9,947.00
ROCK RIPRAP, TYPE B	TON	343.000	9,947.00
		0.000	0.00
		0.000	0.00
4004                          1135.58	735.00	0.000	0.00
REMOVE CONCRETE OBSTRUCTION	LS	1.000	735.00
Remove 2 existing concrete piers at 232+10.		1.000	735.00
		0.000	0.00
GROUP 4B CONCRETE BOX CULVERT AT STA. 232+10		Contracted	124,647.04
		Current	125,382.04
		In place	119,859.83
		This Estimate	0.00
GROUP 4C CONCRETE BOX CULVERT AT STA. 242+36
0034                          0030.40	2,500.00	1.000	2,500.00
MOBILIZATION	LS	1.000	2,500.00
		1.000	2,500.00
		0.000	0.00
0035                          1043.50	1.04	135.000	140.40
RIPRAP FILTER FABRIC	SY	135.000	140.40
		0.000	0.00
		0.000	0.00
0036                          4044.00	1,500.00	1.000	1,500.00
PREPARATION OF STRUCTURE	EACH	1.000	1,500.00
AT STA. 242+36		1.000	1,500.00
		0.000	0.00
0037                          4051.01	12.00	20.000	240.00
EXCAVATION FOR BOX CULVERTS	CY	20.000	240.00
		20.000	240.00
		0.000	0.00
0038                          4101.06	265.00	71.980	19,074.70
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT	CY	71.980	19,074.70
		71.980	19,074.70
		0.000	0.00
0039                          4151.00	0.63	7,041.000	4,435.83
REINFORCING STEEL FOR BOX CULVERT	LB	7,041.000	4,435.83
		7,041.000	4,435.83
		0.000	0.00
0040                          6105.02	27.00	317.000	8,559.00
ROCK RIPRAP, TYPE B	TON	317.000	8,559.00
		0.000	0.00
		0.000	0.00
GROUP 4C CONCRETE BOX CULVERT AT STA. 242+36		Contracted	36,449.93
		Current	36,449.93
		In place	27,750.53
		This Estimate	0.00
GROUP 4D CONCRETE BOX CULVERT AT STA. 307+97
0041                          0030.40	900.00	1.000	900.00
MOBILIZATION	LS	1.000	900.00
		1.000	900.00
		0.000	0.00
0042                          4044.00	3,500.00	1.000	3,500.00
PREPARATION OF STRUCTURE	EACH	1.000	3,500.00
AT STA. 307+97		1.000	3,500.00
		0.000	0.00
0043                          4051.01	12.00	87.000	1,044.00
EXCAVATION FOR BOX CULVERTS	CY	87.000	1,044.00
		158.260	1,899.12
		0.000	0.00
0044                          4101.06	265.00	90.080	23,871.20
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT	CY	90.080	23,871.20
		90.080	23,871.20
		0.000	0.00
0045                          4151.00	0.63	9,574.000	6,031.62
REINFORCING STEEL FOR BOX CULVERT	LB	9,574.000	6,031.62
		9,574.000	6,031.62
		1.000	0.63
GROUP 4D CONCRETE BOX CULVERT AT STA. 307+97		Contracted	35,346.82
		Current	35,346.82
		In place	36,201.94
		This Estimate	0.63
GROUP 5 SEEDING
0046                          0030.50	1,000.00	1.000	1,000.00
MOBILIZATION	LS	1.000	1,000.00
		0.000	0.00
		0.000	0.00
0047                          L001.01	430.00	3.500	1,505.00
SEEDING, TYPE A	ACRE	3.500	1,505.00
		0.000	0.00
		0.000	0.00
0048                          L001.02	319.00	29.000	9,251.00
SEEDING, TYPE B	ACRE	29.000	9,251.00
		0.000	0.00
		0.000	0.00
0049                          L032.75	63.00	74.000	4,662.00
MULCH	TON	74.000	4,662.00
		0.000	0.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	16,418.00
		Current	16,418.00
		In place	0.00
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 470+75
0050                          0030.60	40,000.00	1.000	40,000.00
MOBILIZATION	LS	1.000	40,000.00
		1.000	40,000.00
		0.000	0.00
0051                          1043.50	2.50	580.000	1,450.00
RIPRAP FILTER FABRIC	SY	580.000	1,450.00
		0.000	0.00
		0.000	0.00
0052                          3050.15	200.00	180.900	36,180.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000	CY	180.900	36,180.00
		0.000	0.00
		0.000	0.00
0053                          3051.10	0.60	20,910.000	12,546.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	LB	20,910.000	12,546.00
		0.000	0.00
		0.000	0.00
0054                          6000.10	5,000.00	1.000	5,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00
0055                          6000.11	5,000.00	1.000	5,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00
0056                          6005.60	60.00	108.000	6,480.00
ELASTOMERIC BEARING	EACH	108.000	6,480.00
		108.000	6,480.00
		0.000	0.00
0057                          6010.22	300.00	144.100	43,230.00
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	144.100	43,230.00
		162.250	48,675.00
		0.000	0.00
0058                          6010.26	280.00	136.600	38,248.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	136.600	38,248.00
		37.920	10,617.60
		37.920	10,617.60
0059                          6011.11	85,000.00	1.000	85,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	85,000.00
AT STA. 470+75		1.000	85,000.00
		0.000	0.00
0060                          6030.00	50,000.00	1.000	50,000.00
PREPARATION OF BRIDGE	EACH	1.000	50,000.00
AT STA. 470+75		1.000	50,000.00
		0.000	0.00
0061                          6104.00	10.00	471.000	4,710.00
BROKEN CONCRETE RIPRAP	TON	471.000	4,710.00
		0.000	0.00
		0.000	0.00
0062                          6131.50	0.60	38,390.000	23,034.00
EPOXY COATED REINFORCING STEEL	LB	38,390.000	23,034.00
		12,509.000	7,505.40
		1,321.000	792.60
0063                          6139.50	25.00	106.000	2,650.00
SUBSURFACE DRAINAGE MATTING	SY	106.000	2,650.00
		0.000	0.00
		0.000	0.00
0064                          6210.50	20.00	3,120.000	62,400.00
PIPE PILING	LF	3,120.000	62,400.00
		3,151.400	63,028.00
		0.000	0.00
0065                          6310.00	10.00	3,521.900	35,219.00
STEEL SHEET PILING	SF	3,521.900	35,219.00
		3,198.580	31,985.80
		0.000	0.00
0066                          8091.00	25.00	120.000	3,000.00
GRANULAR BACKFILL	CY	120.000	3,000.00
		120.000	3,000.00
		0.000	0.00
4003                          3900.22	147.00	0.000	0.00
ADDITIONAL COST	CY	65.000	9,555.00
47B Concrete to Fill New Pipe Piling		65.690	9,656.43
		0.000	0.00
4006                          4976.05	1,365.00	0.000	0.00
ADDITIONAL WORK	LS	1.000	1,365.00
Paint existing pipe piling.		1.000	1,365.00
		1.000	1,365.00
GROUP 6 BRIDGE AT STA. 470+75		Contracted	454,147.00
		Current	465,067.00
		In place	367,313.23
		This Estimate	12,775.20
GROUP 7 GUARDRAIL
0067                          0030.70	1,000.00	1.000	1,000.00
MOBILIZATION	LS	1.000	1,000.00
		0.000	0.00
		0.000	0.00
0068                          7011.20	12.00	125.000	1,500.00
W-BEAM GUARDRAIL	LF	125.000	1,500.00
		0.000	0.00
		0.000	0.00
0069                          7020.00	2,550.00	4.000	10,200.00
BRIDGE APPROACH SECTIONS	EACH	4.000	10,200.00
		0.000	0.00
		0.000	0.00
0070                          7024.27	1,450.00	4.000	5,800.00
GUARDRAIL END TREATMENT, TYPE II	EACH	4.000	5,800.00
		0.000	0.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	18,500.00
		Current	18,500.00
		In place	0.00
		This Estimate	0.00
GROUP 9 BITUMINOUS
0071                          0002.55	7.00	1,544.000	10,808.00
OVERLAY BROKEN LINES	STA	1,544.000	10,808.00
		0.000	0.00
		0.000	0.00
0072                          0002.60	8.00	3,088.000	24,704.00
OVERLAY SOLID LINES	STA	3,088.000	24,704.00
		0.000	0.00
		0.000	0.00
0073                          0030.20	59,500.00	1.000	59,500.00
MOBILIZATION	LS	1.000	59,500.00
		0.164	9,758.00
		0.000	0.00
0074                          2001.00	12.50	225.000	2,812.50
GRAVEL SURFACE COURSE	CY	225.000	2,812.50
		0.000	0.00
		0.000	0.00
0075                          2010.00	30.00	35.000	1,050.00
CRUSHED ROCK SURFACE COURSE	CY	35.000	1,050.00
		0.000	0.00
		0.000	0.00
0076                          2020.00	7.50	1,360.000	10,200.00
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS	SY	1,360.000	10,200.00
		0.000	0.00
		0.000	0.00
0077                          2021.00	50.00	20.000	1,000.00
MAILBOX POST	EACH	20.000	1,000.00
		0.000	0.00
		0.000	0.00
0078                          8022.00	103.00	332.000	34,196.00
HYDRATED LIME	TON	332.000	34,196.00
		0.000	0.00
		0.000	0.00
0079                          8110.50	290.00	511.857	148,438.53
HYDRATED LIME SLURRY STABILIZATION	STA	511.857	148,438.53
		0.000	0.00
		0.000	0.00
0080                          9000.75	19.01	100.000	1,901.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	TON	100.000	1,901.00
SP4(0.5)		0.000	0.00
		0.000	0.00
0081                          9005.00	29.01	500.000	14,505.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	TON	500.000	14,505.00
SP4(0.5)		0.000	0.00
		0.000	0.00
0082                          9005.45	19.01	37,030.000	703,940.30
ASPHALTIC CONCRETE, TYPE SP4(0.5)	TON	37,030.000	703,940.30
		0.000	0.00
		0.000	0.00
0083                          9009.00	2.50	7,301.000	18,252.50
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	SY	7,301.000	18,252.50
		0.000	0.00
		0.000	0.00
0084                          9020.94	204.00	5.400	1,101.60
PERFORMANCE GRADED BINDER (64-28) FOR STATE MAINTENANCEPATCHING	TON	5.400	1,101.60
		0.000	0.00
		0.000	0.00
0085                          9021.08	204.00	2,026.620	413,430.48
PERFORMANCE GRADED BINDER (64-28)	TON	2,026.620	413,430.48
		0.000	0.00
		0.000	0.00
0086                          9052.15	0.85	80,870.000	68,739.50
EMULSIFIED ASPHALT FOR HYDRATED LIME SLURRY STABILIZATION	GAL	80,870.000	68,739.50
		0.000	0.00
		0.000	0.00
0087                          9053.00	1.00	32,240.000	32,240.00
TACK COAT	GAL	32,240.000	32,240.00
		0.000	0.00
		0.000	0.00
0088                          9111.00	9.00	262.000	2,358.00
WATER	MGAL	262.000	2,358.00
		0.000	0.00
		0.000	0.00
0089                          9170.00	61.00	1,033.355	63,034.66
EARTH SHOULDER CONSTRUCTION	STA	1,033.355	63,034.66
		0.000	0.00
		0.000	0.00
0090                          9173.15	14.00	1,019.715	14,276.01
TRENCHED WIDENING	STA	1,019.715	14,276.01
		0.000	0.00
		0.000	0.00
0091                          9173.20	3.00	1,499.000	4,497.00
SUBGRADE PREPARATION	SY	1,499.000	4,497.00
		0.000	0.00
		0.000	0.00
0092                          9188.50	20.00	482.000	9,640.00
SURFACING UNDER GUARDRAIL	SY	482.000	9,640.00
		0.000	0.00
		0.000	0.00
0093                          9300.52	5,000.00	1.000	5,000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D	LS	1.000	5,000.00
		0.000	0.00
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	1,645,625.08
		Current	1,645,625.08
		In place	9,758.00
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0094                          0001.08	0.50	36,670.000	18,335.00
BARRICADE, TYPE II	BDAY	36,670.000	18,335.00
		0.000	0.00
		0.000	0.00
0095                          0001.10	1.50	13,798.000	20,697.00
BARRICADE, TYPE III	BDAY	13,798.000	20,697.00
		12,503.000	18,754.50
		1,470.000	2,205.00
0096                          0001.75	5.00	564.000	2,820.00
TEMPORARY SIGN DAY	EACH	564.000	2,820.00
		0.000	0.00
		0.000	0.00
0097                          0001.90	0.50	18,704.000	9,352.00
SIGN DAY	EACH	18,704.000	9,352.00
		10,892.000	5,446.00
		1,335.000	667.50
0098                          0003.10	185.00	114.000	21,090.00
FLAGGING	DAY	114.000	21,090.00
		0.000	0.00
		0.000	0.00
0099                          0003.20	285.00	35.000	9,975.00
FURNISHING AND OPERATING PILOT VEHICLE	DAY	35.000	9,975.00
		0.000	0.00
		0.000	0.00
0100                          0010.04	2,000.00	1.000	2,000.00
FIELD OFFICE	EACH	1.000	2,000.00
		0.000	0.00
		0.000	0.00
0101                          0030.10	10,000.00	1.000	10,000.00
MOBILIZATION	LS	1.000	10,000.00
		0.500	5,000.00
		0.000	0.00
0102                          9110.01	65.00	45.000	2,925.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	45.000	2,925.00
		0.000	0.00
		0.000	0.00
0103                          9110.02	60.00	40.000	2,400.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	40.000	2,400.00
		0.000	0.00
		0.000	0.00
0104                          9110.03	55.00	45.000	2,475.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	45.000	2,475.00
		0.000	0.00
		0.000	0.00
0105                          9110.06	75.00	5.000	375.00
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	5.000	375.00
		0.000	0.00
		0.000	0.00
0106                          9110.07	50.00	45.000	2,250.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	45.000	2,250.00
		0.000	0.00
		0.000	0.00
4002                          0001.99	0.80	0.000	0.00
CONTRACTOR FURNISHED SIGN DAY	EACH	2,900.000	2,320.00
Road Closed and Road Closed/LTO		2,548.000	2,038.40
		300.000	240.00
4005                          0005.10	125.00	0.000	0.00
TRAFFIC CONTROL MANAGEMENT	DAY	85.000	10,625.00
		39.000	4,875.00
		15.000	1,875.00
GROUP 10 GENERAL ITEMS		Contracted	104,694.00
		Current	117,639.00
		In place	36,113.90
		This Estimate	4,987.50
Totals for contract		Contracted	2,825,560.32
		Current	2,852,263.32
		In place	875,063.32
		This Estimate	20,963.33