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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	3606 DOBSON BROTHERS CONSTRUCTION CO. & AFFIL
Contract ID:	3073
Estimate Number:	0010
Pay Period End Date:	09.13.2003

Contract Location:
ORCHARD EAST & WEST	Estimate Type:	PROG
Contractor:
DOBSON BROTHERS CONSTRUCTION CO. & AFFIL	Date Let:	02.06.2003
410 S 7TH	Date Awarded:	02.13.2003
PO BOX 81409	Date Contract Executed:	02.19.2003
	Date Notice to Proceed:	02.19.2003
LINCOLN NE 68501	Date Work Began:	03.31.2003
Phone:	Date Physical Work Completed:
(402)474-5115	Date Accepted:
Escrow Agent:
Surety Co:
WESTERN SURETY COMPANY

Counties
ANTELOPE
HOLT

Project Number		PCT			Fed State Project Number		Description
31073 000		0.000			F-20-5(1008)		GRAD CULV SEED BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$820,193.52	$649,023.16	$171,170.36
$3,496,741.04	Stockpiled Materials	$23,241.49	$29,529.46	$-6,287.97
Original Contract Amt	Gross Earnings	$843,435.01	$678,552.62	$164,882.39
$3,498,473.27	Retainage	$-8,201.94	$-6,490.23	$-1,711.71
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
23.46%	Net Earnings	$835,233.07	$672,062.39	$163,170.68
	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	$-1,457.79	$-1,457.79	$.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	-$1,457.79	-$1,457.79	$.00
	Payment	$833,775.28	$670,604.60	$163,170.68
Project Manager			Div. Head/Dist. Eng.
Colfack, Gene	09.17.2003		Kovar, Mark	09.18.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	09.18.2003
Controller Div. Processed
Burling, Laurie	09.18.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0001
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0078	9005.23	ASPHALTIC CONCRETE, TYPE SPS
		S.P. Initial Payment	14,693.00	56634
		3/4" Crushed Rock
		S.P. Initial Payment	6,503.45	56722
		3/4" Crushed Rock
0079	9005.45	ASPHALTIC CONCRETE, TYPE SP4(12.5)
		S.P. Initial Payment	7,463.33	56722
		3/4" Crushed Rock
		S.P. Initial Payment	8,662.37	56843
		3/4" Crushed Rock
		Total for estimate 0001:	37,322.15
Est Nbr:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0079	9005.45	ASPHALTIC CONCRETE, TYPE SP4(12.5)
		S.P. Adjustment	-3,895.53	56722
		3/4" Crushed Rock
		S.P. Adjustment	-3,897.16	56843
		3/4" Crushed Rock
		Total for estimate 0009:	-7,792.69
Est Nbr:	0010
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0079	9005.45	ASPHALTIC CONCRETE, TYPE SP4(12.5)
		S.P. Adjustment	-3,143.33	56722
		3/4" Crushed Rock
		S.P. Adjustment	-3,144.64	56843
		3/4" Crushed Rock
		Total for estimate 0010:	-6,287.97
		Total remaining for contract:	23,241.49

			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	35,000.00	1.000	35,000.00
MOBILIZATION	LS	1.000	35,000.00
		1.000	35,000.00
		0.000	0.00
0002                          1000.00	101.00	550.000	55,550.00
LARGE TREE REMOVAL	EACH	550.000	55,550.00
		144.000	14,544.00
		0.000	0.00
0003                          1009.00	6,060.00	1.000	6,060.00
GENERAL CLEARING AND GRUBBING	LS	1.000	6,060.00
		0.950	5,757.00
		0.000	0.00
0004                          1010.00	1.19	65,424.000	77,854.56
EXCAVATION	m3	65,424.000	77,854.56
		64,491.298	76,744.64
		0.000	0.00
0005                          1010.10	2.95	80,143.000	236,421.85
EXCAVATION, BORROW	m3	80,143.000	236,421.85
		66,868.910	197,263.28
		0.000	0.00
0006                          1011.00	1.01	7,279.000	7,351.79
WATER	kL	7,279.000	7,351.79
		1,155.100	1,166.65
		519.100	524.29
0007                          1012.00	59.59	215.000	12,811.85
RIGHT-OF-WAY MARKERS	EACH	215.000	12,811.85
		173.000	10,309.07
		0.000	0.00
0008                          1090.00	505.00	1.000	505.00
ABANDON WELLS	EACH	1.000	505.00
		0.000	0.00
		0.000	0.00
0009                          1102.00	3.00	3,716.000	11,148.00
REMOVE ASPHALT SURFACE	m2	3,716.000	11,148.00
		2,951.920	8,855.76
		345.000	1,035.00
0010                          1106.00	2.53	1,355.000	3,428.15
REMOVE DRIVEWAY	m2	1,355.000	3,428.15
		468.390	1,185.03
		386.500	977.85
0011                          1108.00	10.10	65.700	663.57
REMOVE COMBINATION CURB AND GUTTER	m	65.700	663.57
		128.100	1,293.81
		59.900	604.99
0012                          1114.00	606.00	1.000	606.00
REMOVE RETAINING WALL	EACH	1.000	606.00
		0.000	0.00
		0.000	0.00
0013                          1701.24	50.50	321.000	16,210.50
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	321.000	16,210.50
		293.000	14,796.50
		0.000	0.00
0014                          L006.00	151.50	33.000	4,999.50
COVER CROP SEEDING	ha	33.000	4,999.50
		0.000	0.00
		0.000	0.00
0015                          L020.01	5.45	9,490.000	51,720.50
EROSION CONTROL, TYPE A	m2	9,490.000	51,720.50
		0.000	0.00
		0.000	0.00
0016                          L020.03	2.22	13,129.000	29,146.38
EROSION CONTROL, TYPE C	m2	13,129.000	29,146.38
		0.000	0.00
		0.000	0.00
0017                          L020.08	5.56	4,167.000	23,168.52
EROSION CONTROL, TYPE AA	m2	4,167.000	23,168.52
		0.000	0.00
		0.000	0.00
0018                          L020.09	12.12	429.000	5,199.48
EROSION CONTROL, TYPE AAA	m2	429.000	5,199.48
		0.000	0.00
		0.000	0.00
0019                          L020.10	1.77	5,886.000	10,418.22
EROSION CONTROL, TYPE HV	m2	5,886.000	10,418.22
		0.000	0.00
		0.000	0.00
0020                          L021.01	16.16	402.000	6,496.32
EROSION CHECKS, TYPE A	BALE	402.000	6,496.32
		0.000	0.00
		0.000	0.00
0021                          L021.03	16.16	456.000	7,368.96
EROSION CHECKS, TYPE C	BALE	456.000	7,368.96
		0.000	0.00
		0.000	0.00
0022                          L021.06	13.13	1,488.000	19,537.44
EROSION CHECKS, TYPE HV	BALE	1,488.000	19,537.44
		0.000	0.00
		0.000	0.00
0023                          L021.21	16.67	276.000	4,600.92
EROSION CHECKS, TYPE AA	BALE	276.000	4,600.92
		0.000	0.00
		0.000	0.00
0024                          L022.00	5.10	165.000	841.50
FABRIC SILT CHECKS	m	165.000	841.50
		0.000	0.00
		0.000	0.00
0025                          L022.11	5.96	5,088.000	30,324.48
FABRIC SILT FENCE-LOW POROSITY	m	5,088.000	30,324.48
		4,321.600	25,756.74
		0.000	0.00
0026                          L022.13	9.60	44.000	422.40
FABRIC SILT FENCE-LOW PROFILE HIGH POROSITY	m	44.000	422.40
		0.000	0.00
		0.000	0.00
0027                          L022.75	14.65	1,907.000	27,937.55
TEMPORARY SILT CHECK	m	1,907.000	27,937.55
		0.000	0.00
		0.000	0.00
4002                          1101.25	8.40	0.000	0.00
SAWING PAVEMENT	m	40.000	336.00
		0.000	0.00
		0.000	0.00
GROUP 1 GRADING		Contracted	685,793.44
		Current	686,129.44
		In place	392,672.48
		This Estimate	3,142.13
GROUP 4 CULVERTS
0028                          0030.40	3,535.00	1.000	3,535.00
MOBILIZATION	LS	1.000	3,535.00
		1.000	3,535.00
		0.000	0.00
0029                          1043.50	2.61	27.000	70.47
RIPRAP FILTER FABRIC	m2	27.000	70.47
		0.000	0.00
		0.000	0.00
0030                          4002.00	2.88	969.000	2,790.72
CAST IRON COVER AND FRAME	kg	969.000	2,790.72
		794.480	2,288.10
		794.480	2,288.10
0031                          4004.50	2.58	515.000	1,328.70
CAST IRON GRATE AND FRAME	kg	515.000	1,328.70
		391.400	1,009.81
		391.400	1,009.81
0032                          4018.00	469.65	6.000	2,817.90
TAPPING EXISTING STRUCTURE	EACH	6.000	2,817.90
		5.000	2,348.25
		0.000	0.00
0033                          4040.00	98.98	40.000	3,959.20
REMOVE HEADWALLS FROM CULVERTS	EACH	40.000	3,959.20
		33.000	3,266.34
		0.000	0.00
0034                          4044.00	2,004.85	1.000	2,004.85
PREPARATION OF STRUCTURE	EACH	1.000	2,004.85
AT STA. 406+69.5		1.000	2,004.85
		0.000	0.00
0035                          4050.01	7.42	713.000	5,290.46
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	747.710	5,548.01
		916.970	6,803.92
		0.000	0.00
0036                          4051.01	12.12	10.000	121.20
EXCAVATION FOR BOX CULVERTS	m3	10.000	121.20
		141.565	1,715.77
		0.000	0.00
0037                          4101.06	348.45	15.000	5,226.75
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	15.000	5,226.75
		15.000	5,226.76
		0.000	0.00
0038                          4105.59	489.85	34.300	16,801.86
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	34.300	16,801.86
		42.404	20,771.60
		32.827	16,080.31
0039                          4151.00	1.26	738.000	929.88
REINFORCING STEEL FOR BOX CULVERT	kg	738.000	929.88
		738.000	929.88
		0.000	0.00
0040                          4155.50	1.17	1,229.000	1,437.93
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	1,229.000	1,437.93
		788.000	921.96
		788.000	921.96
0041                          4310.12	187.86	2.000	375.72
300 mm FLARED-END SECTION	EACH	2.000	375.72
		2.000	375.72
		0.000	0.00
0042                          4310.24	198.97	33.000	6,566.01
600 mm FLARED-END SECTION	EACH	33.000	6,566.01
		32.000	6,367.04
		0.000	0.00
0043                          4310.30	257.55	2.000	515.10
750 mm FLARED-END SECTION	EACH	2.000	515.10
		2.000	515.10
		0.000	0.00
0044                          4310.36	368.65	2.000	737.30
900 mm FLARED-END SECTION	EACH	2.000	737.30
		2.000	737.30
		0.000	0.00
0045                          4310.42	646.40	2.000	1,292.80
1050 mm FLARED-END SECTION	EACH	2.000	1,292.80
		2.000	1,292.80
		0.000	0.00
0046                          4310.60	722.15	4.000	2,888.60
1500 mm FLARED-END SECTION	EACH	4.000	2,888.60
		4.000	2,888.60
		0.000	0.00
0047                          6105.01	34.85	16.000	557.60
ROCK RIPRAP, TYPE A	Mg	16.000	557.60
		0.000	0.00
		0.000	0.00
0048                          P200.60	299.97	117.000	35,096.49
1500 mm CULVERT PIPE, TYPE 2 OR 5	m	117.000	35,096.49
		132.180	39,650.03
		0.000	0.00
0049                          P300.24	66.16	161.000	10,651.76
600 mm CULVERT PIPE, TYPE 3,4 OR 5	m	178.300	11,796.33
		182.220	12,055.68
		0.000	0.00
0050                          P300.30	80.17	9.900	793.68
750 mm CULVERT PIPE, TYPE 3,4 OR 5	m	9.900	793.68
		9.900	793.68
		0.000	0.00
0051                          P300.36	88.52	9.900	876.35
900 mm CULVERT PIPE, TYPE 3,4 OR 5	m	9.900	876.35
		9.900	876.35
		0.000	0.00
0052                          P300.42	115.39	15.400	1,777.01
1050 mm CULVERT PIPE, TYPE 3,4 OR 5	m	15.400	1,777.01
		15.400	1,777.01
		0.000	0.00
0053                          P400.24	97.21	49.500	4,811.89
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	49.500	4,811.89
		52.600	5,113.24
		0.000	0.00
0054                          P700.12	78.11	590.600	46,131.77
300 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	590.600	46,131.77
		611.300	47,748.64
		0.000	0.00
4000                          4180.00	315.00	0.000	0.00
CONCRETE COLLAR	EACH	2.000	630.00
Sta. 391+57.4		0.000	0.00
		0.000	0.00
4001                          4976.05	183.75	0.000	0.00
ADDITIONAL WORK	LS	1.000	183.75
Cutting off & Disposing of 0.45m length C.M. Pipe		0.000	0.00
		0.000	0.00
6000                          4061.01	12.12	0.000	0.00
EXCAVATION OF UNSUITABLE MATERIAL	m3	4.870	59.02
AT BOX CULVERT		5.510	66.78
		0.000	0.00
6001                          4051.12	34.845	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	m3	4.870	169.70
		5.510	192.00
		0.000	0.00
GROUP 4 CULVERTS		Contracted	159,386.99
		Current	161,831.58
		In place	171,272.21
		This Estimate	20,300.18
GROUP 5 SEEDING
0055                          0030.50	3,030.00	1.000	3,030.00
MOBILIZATION	LS	1.000	3,030.00
		0.000	0.00
		0.000	0.00
0056                          L001.01	1,391.78	21.000	29,227.38
SEEDING, TYPE A	ha	21.000	29,227.38
		0.000	0.00
		0.000	0.00
0057                          L001.02	983.74	12.000	11,804.88
SEEDING, TYPE B	ha	12.000	11,804.88
		0.000	0.00
		0.000	0.00
0058                          L010.00	7.07	970.000	6,857.90
SODDING	m2	970.000	6,857.90
		0.000	0.00
		0.000	0.00
0059                          L032.75	70.70	149.000	10,534.30
MULCH	Mg	149.000	10,534.30
		0.000	0.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	61,454.46
		Current	61,454.46
		In place	0.00
		This Estimate	0.00
GROUP 9 BITUMINOUS
0060                          0002.55	22.73	519.000	11,796.87
OVERLAY BROKEN LINES	StaM	519.000	11,796.87
		173.402	3,941.43
		151.652	3,447.05
0061                          0002.60	22.73	1,038.000	23,593.74
OVERLAY SOLID LINES	StaM	1,038.000	23,593.74
		290.412	6,601.07
		246.912	5,612.31
0062                          0030.90	53,000.00	1.000	53,000.00
MOBILIZATION	LS	1.000	53,000.00
		0.500	26,500.00
		0.500	26,500.00
0063                          2001.00	10.61	2,022.000	21,453.42
GRAVEL SURFACE COURSE	m3	2,022.000	21,453.42
		871.351	9,245.03
		0.000	0.00
0064                          2009.10	404.00	6.000	2,424.00
GRAVEL EMBEDMENT	StaM	6.000	2,424.00
		0.600	242.40
		0.000	0.00
0065                          2021.00	50.50	8.000	404.00
MAILBOX POST	EACH	8.000	404.00
		0.000	0.00
		0.000	0.00
0066                          3011.21	77.77	3.600	279.97
CONCRETE CLASS 47B-20 CURB TYPE I	m	3.600	279.97
		0.000	0.00
		0.000	0.00
0067                          3014.10	77.12	484.700	37,380.06
COMBINATION CONCRETE CLASS 47B-20 CURB AND GUTTER	m	484.700	37,380.06
		123.920	9,556.71
		123.920	9,556.71
0068                          3016.21	31.31	179.000	5,604.49
CONCRETE CLASS 47B-20 SIDEWALKS	m2	179.000	5,604.49
		3.323	104.04
		3.323	104.04
0069                          3020.26	36.36	603.000	21,925.08
CONCRETE CLASS 47B-25 DRIVEWAY	m2	603.000	21,925.08
		87.475	3,180.59
		87.475	3,180.59
0070                          3075.11	36.36	61.000	2,217.96
155 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	61.000	2,217.96
		0.000	0.00
		0.000	0.00
0071                          4015.00	252.50	2.000	505.00
ADJUST MANHOLE TO GRADE	EACH	2.000	505.00
		0.000	0.00
		0.000	0.00
0072                          4024.70	1,872.54	1.000	1,872.54
CONCRETE FLUME, TYPE I	EACH	1.000	1,872.54
		0.000	0.00
		0.000	0.00
0073                          7512.04	25.25	35.000	883.75
600 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4	m	35.000	883.75
		0.000	0.00
		0.000	0.00
0074                          7530.48	454.50	2.000	909.00
RAILROAD CROSSING SYMBOL PREFORMED PAVEMENT MARKING, TYPE 4	EACH	2.000	909.00
		0.000	0.00
		0.000	0.00
0075                          8111.00	140.07	293.298	41,082.25
SHOULDER SUBGRADE PREPARATION	StaM	293.298	41,082.25
		0.000	0.00
		0.000	0.00
0076                          9000.75	13.31	500.000	6,655.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	500.000	6,655.00
SPS		0.000	0.00
		0.000	0.00
0077                          9005.00	42.22	500.000	21,110.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	100.000	4,222.00
SP4(12.5)		27.640	1,166.96
		0.000	0.00
0078                          9005.23	13.31	26,690.000	355,243.90
ASPHALTIC CONCRETE, TYPE SPS	Mg	26,690.000	355,243.90
		0.000	0.00
		0.000	0.00
0079                          9005.45	18.27	45,550.000	832,198.50
ASPHALTIC CONCRETE, TYPE SP4(12.5)	Mg	45,550.000	832,198.50
		3,545.310	64,772.81
		1,583.220	28,925.43
0080                          9009.00	2.91	3,258.000	9,480.78
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	3,258.000	9,480.78
		0.000	0.00
		0.000	0.00
0081                          9020.92	225.00	27.000	6,075.00
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING	Mg	27.000	6,075.00
		0.000	0.00
		0.000	0.00
0082                          9021.01	225.00	2,486.700	559,507.50
PERFORMANCE GRADED BINDER (64-22)	Mg	2,465.500	554,737.50
		193.567	43,552.58
		81.935	18,435.38
0083                          9021.03	225.00	1,441.260	324,283.50
PERFORMANCE GRADED BINDER (58-28)	Mg	1,441.260	324,283.50
		0.000	0.00
		0.000	0.00
0084                          9030.00	12.22	121.000	1,478.62
CONSTRUCTING ASPHALTIC CONCRETE CURB	m	121.000	1,478.62
		0.000	0.00
		0.000	0.00
0085                          9034.00	1.91	3,922.000	7,491.02
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	3,922.000	7,491.02
		0.000	0.00
		0.000	0.00
0086                          9053.00	0.24	139,871.000	33,569.04
TACK COAT	L	139,871.000	33,569.04
		3,319.500	796.68
		0.000	0.00
0087                          9111.00	1.01	464.000	468.64
WATER	kL	464.000	468.64
		0.000	0.00
		0.000	0.00
0088                          9170.00	181.80	32.640	5,933.95
EARTH SHOULDER CONSTRUCTION	StaM	32.640	5,933.95
		0.000	0.00
		0.000	0.00
0089                          9173.00	404.00	38.170	15,420.68
SUBGRADE PREPARATION	StaM	38.170	15,420.68
		28.516	11,520.46
		28.516	11,520.46
0090                          9179.23	258.25	136.879	35,349.00
COLD MILLING, CLASS 3	StaM	136.879	35,349.00
		135.332	34,949.49
		135.332	34,949.49
0091                          9179.24	678.54	28.300	19,202.68
COLD MILLING, CLASS 4	StaM	28.300	19,202.68
		0.000	0.00
		0.000	0.00
0092                          9179.33	0.70	12,552.000	8,786.40
COLD MILLING, CLASS 3	m2	12,552.000	8,786.40
TYPE A		0.000	0.00
		0.000	0.00
0093                          9300.52	3,000.00	1.000	3,000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D	LS	1.000	3,000.00
		0.000	0.00
		0.000	0.00
0094                          W600.03	124.96	3.000	374.88
ADJUST VALVE BOX TO GRADE	EACH	3.000	374.88
		0.000	0.00
		0.000	0.00
4003                          9005.01	32.09	0.000	0.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	400.000	12,836.00
SP1(12.5)		273.720	8,783.68
		0.000	0.00
4004                          9021.01	235.00	0.000	0.00
PERFORMANCE GRADED BINDER (64-22)	Mg	16.800	3,948.00
for SP1(12.5)		12.506	2,938.91
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	2,470,961.23
		Current	2,466,087.23
		In place	227,852.84
		This Estimate	142,231.46
GROUP 10 GENERAL ITEMS
0095                          0001.08	0.50	34,900.000	17,450.00
BARRICADE, TYPE II	BDAY	34,900.000	17,450.00
		436.000	218.00
		357.000	178.50
0096                          0001.10	2.02	2,364.000	4,775.28
BARRICADE, TYPE III	BDAY	2,368.000	4,783.36
		2,282.000	4,609.64
		569.000	1,149.38
0097                          0001.75	2.27	660.000	1,498.20
TEMPORARY SIGN DAY	EACH	660.000	1,498.20
		236.000	535.72
		228.000	517.56
0098                          0001.90	0.25	13,668.000	3,417.00
SIGN DAY	EACH	13,668.000	3,417.00
		8,665.000	2,166.25
		1,764.000	441.00
0099                          0001.98	2.27	224.000	508.48
CONTRACTOR FURNISHED SIGN	EACH	224.000	508.48
		159.000	360.93
		0.000	0.00
0100                          0002.30	1.01	120.000	121.20
PAVEMENT MARKING REMOVAL	m	120.000	121.20
		0.000	0.00
		0.000	0.00
0101                          0002.39	2.93	80.000	234.40
TEMPORARY PAVEMENT MARKING, TYPE II	m	80.000	234.40
		0.000	0.00
		0.000	0.00
0102                          0003.10	176.55	110.000	19,420.50
FLAGGING	DAY	112.000	19,773.60
		39.000	6,885.45
		13.000	2,295.15
0103                          0003.20	228.75	50.000	11,437.50
FURNISHING AND OPERATING PILOT VEHICLE	DAY	50.000	11,437.50
		6.000	1,372.50
		4.000	915.00
0104                          0003.70	252.50	2.000	505.00
TEMPORARY RUMBLE STRIP	EACH	2.000	505.00
		0.000	0.00
		0.000	0.00
0105                          0003.75	7,878.00	1.000	7,878.00
TEMPORARY TRAFFIC SIGNAL	EACH	1.000	7,878.00
		0.000	0.00
		0.000	0.00
0106                          0010.04	381.58	1.000	381.58
FIELD OFFICE	EACH	1.000	381.58
		0.000	0.00
		0.000	0.00
0107                          0030.00	7,500.00	1.000	7,500.00
MOBILIZATION	LS	1.000	7,500.00
		1.000	7,500.00
		0.000	0.00
0108                          9110.01	50.00	250.000	12,500.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	250.000	12,500.00
		11.000	550.00
		0.000	0.00
0109                          9110.02	50.00	55.000	2,750.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	55.000	2,750.00
		22.250	1,112.50
		0.000	0.00
0110                          9110.03	45.00	250.000	11,250.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	250.000	11,250.00
		23.250	1,046.25
		0.000	0.00
0111                          9110.06	70.00	150.000	10,500.00
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	150.000	10,500.00
		18.500	1,295.00
		0.000	0.00
0112                          9110.07	35.00	250.000	8,750.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	250.000	8,750.00
		21.250	743.75
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	120,877.14
		Current	121,238.32
		In place	28,395.99
		This Estimate	5,496.59
Totals for contract		Contracted	3,498,473.27
		Current	3,496,741.03
		In place	820,193.52
		This Estimate	171,170.36