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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0049 HAWKINS CONSTRUCTION COMPANY
Contract ID:	2552
Estimate Number:	0028
Pay Period End Date:	02.08.2003

Contract Location:
IN GRETNA AND SOUTH	Estimate Type:	PROG
Contractor:
HAWKINS CONSTRUCTION COMPANY	Date Let:	08.16.2001
2512 DEER PARK BLVD	Date Awarded:	08.23.2001
PO BOX 9008 STA C	Date Contract Executed:	09.04.2001
	Date Notice to Proceed:	09.04.2001
OMAHA NE 68109	Date Work Began:	09.19.2001
Phone:	Date Physical Work Completed:
(402)342-1607	Date Accepted:
Escrow Agent:
Surety Co:
FIREMAN'S FUND INSURANCE COMPANY

Counties
SARPY

Project Number		PCT			Fed State Project Number		Description
21552 000		0.000			EACSTPD-6-7(144)		GR CONC PAVE CULV SEED GDRL ELEC

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$6,173,259.97	$6,138,262.38	$34,997.59
$7,253,305.05	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$6,173,259.97	$6,138,262.38	$34,997.59
$7,341,896.09	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
85.11%	Net Earnings	$6,148,259.97	$6,113,262.38	$34,997.59
	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	$-227.42	$-227.42	$.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	-$227.42	-$227.42	$.00
	Payment	$6,148,032.55	$6,113,034.96	$34,997.59
Project Manager			Div. Head/Dist. Eng.
Farivari, Mo	02.10.2003		Lech, Marvin (Marv)	02.10.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	02.11.2003
Controller Div. Processed
Burling, Laurie	02.11.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0014
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0057	3075.45	230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	54,997.56	529101
		PAVEMENT BASKETS
		S.P. Adjustment	-98.29	529101
		PAVEMENT BASKETS
		Total for estimate 0014:	54,899.27
Est Nbr:	0015
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0057	3075.45	230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-11,149.43	529101
		PAVEMENT BASKETS
		Total for estimate 0015:	-11,149.43
Est Nbr:	0016
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0057	3075.45	230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-30,234.72	529101
		PAVEMENT BASKETS
		Total for estimate 0016:	-30,234.72
Est Nbr:	0017
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0057	3075.45	230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-13,515.12	529101
		PAVEMENT BASKETS
		Total for estimate 0017:	-13,515.12
		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                          L006.00	107.66	14.000	1,507.24
COVER CROP SEEDING	ha	14.000	1,507.24
		2.720	292.84
		0.000	0.00
0002                          L020.00	1.52	7,515.000	11,422.80
EROSION CONTROL	m2	7,515.000	11,422.80
		0.000	0.00
		0.000	0.00
0003                          L020.01	5.38	1,766.000	9,501.08
EROSION CONTROL, TYPE A	m2	1,766.000	9,501.08
		3,499.080	18,825.05
		0.000	0.00
0004                          L020.08	5.51	970.000	5,344.70
EROSION CONTROL, TYPE AA	m2	970.000	5,344.70
		0.000	0.00
		0.000	0.00
0005                          L020.09	15.07	128.000	1,928.96
EROSION CONTROL, TYPE AAA	m2	128.000	1,928.96
		0.000	0.00
		0.000	0.00
0006                          L020.10	1.56	3,678.000	5,737.68
EROSION CONTROL, TYPE HV	m2	3,678.000	5,737.68
		0.000	0.00
		0.000	0.00
0007                          L021.01	21.53	71.000	1,528.63
EROSION CHECKS, TYPE A	BALE	71.000	1,528.63
		0.000	0.00
		0.000	0.00
0008                          L021.06	15.07	129.000	1,944.03
EROSION CHECKS, TYPE HV	BALE	129.000	1,944.03
		0.000	0.00
		0.000	0.00
0009                          L021.15	16.15	210.000	3,391.50
EROSION CHECKS, TYPE ST-HV	BALE	210.000	3,391.50
		45.000	726.75
		0.000	0.00
0010                          L021.21	21.53	25.000	538.25
EROSION CHECKS, TYPE AA	BALE	25.000	538.25
		0.000	0.00
		0.000	0.00
0011                          L022.11	8.07	1,455.000	11,741.85
FABRIC SILT FENCE-LOW POROSITY	m	1,455.000	11,741.85
		2,049.000	16,535.43
		0.000	0.00
0012                          L022.12	16.00	1.000	16.00
FABRIC SILT FENCE-HIGH POROSITY	m	1.000	16.00
		0.000	0.00
		0.000	0.00
0013                          L022.14	9.69	89.000	862.41
FABRIC SILT FENCE-LOW PROFILE LOW POROSITY	m	89.000	862.41
		23.500	227.72
		0.000	0.00
0014                          L032.90	5.95	157.000	934.15
REMOVE AND SALVAGE LANDSCAPE ROCK	m2	157.000	934.15
		0.000	0.00
		0.000	0.00
0015                          0030.10	13,457.00	1.000	13,457.00
MOBILIZATION	LS	1.000	13,457.00
		1.000	13,457.00
		0.000	0.00
0016                          1009.00	19,917.00	1.000	19,917.00
GENERAL CLEARING AND GRUBBING	LS	1.000	19,917.00
		1.000	19,917.00
		0.000	0.00
0017                          1010.00	2.54	159,560.000	405,282.40
EXCAVATION	m3	0.000	0.00
		0.000	0.00
		0.000	0.00
0018                          1011.00	1.51	3,303.000	4,987.53
WATER	kL	3,303.000	4,987.53
		904.400	1,365.64
		0.000	0.00
0019                          1012.00	69.98	135.000	9,447.30
RIGHT-OF-WAY MARKERS	EACH	135.000	9,447.30
		135.000	9,447.30
		0.000	0.00
0020                          1016.00	334.93	45.000	15,071.85
RE-ESTABLISH PROPERTY CORNER	EACH	45.000	15,071.85
		0.000	0.00
		0.000	0.00
0021                          1030.00	5.02	17,352.000	87,107.04
EARTHWORK MEASURED IN EMBANKMENT	m3	17,352.000	87,107.04
		14,390.220	72,238.91
		0.000	0.00
0022                          1090.00	990.00	1.000	990.00
ABANDON WELLS	EACH	1.000	990.00
		1.000	990.00
		0.000	0.00
0023                          1101.25	8.20	119.000	975.80
SAWING PAVEMENT	m	119.000	975.80
		1,464.200	12,006.44
		0.000	0.00
0024                          1102.00	3.23	1,940.000	6,266.20
REMOVE ASPHALT SURFACE	m2	1,940.000	6,266.20
		1,940.000	6,266.20
		1,094.800	3,536.20
0025                          1106.00	4.31	4,750.000	20,472.50
REMOVE DRIVEWAY	m2	4,750.000	20,472.50
		3,302.355	14,233.15
		203.555	877.32
0026                          1107.00	3.23	589.000	1,902.47
REMOVE WALK	m2	589.000	1,902.47
		166.760	538.63
		0.000	0.00
0027                          1109.00	5.38	384.000	2,065.92
REMOVE CURB	m	384.000	2,065.92
		392.970	2,114.18
		0.000	0.00
0028                          1111.00	3.23	1,004.000	3,242.92
REMOVE FENCE	m	1,004.000	3,242.92
		0.000	0.00
		0.000	0.00
0029                          1114.10	9.69	16.000	155.04
REMOVE RETAINING WALL	m	16.000	155.04
		16.000	155.04
		16.000	155.04
0030                          1121.00	323.00	1.000	323.00
REMOVE CONCRETE FLUME	EACH	1.000	323.00
		1.000	323.00
		1.000	323.00
0031                          1122.01	4.84	1,079.000	5,222.36
REMOVE CONCRETE MEDIAN SURFACING	m2	1,079.000	5,222.36
		1,426.220	6,902.90
		0.000	0.00
0032                          1124.00	484.00	1.000	484.00
REMOVE BUILDING	EACH	1.000	484.00
STA. 2031+29.4 LT.		0.000	0.00
		0.000	0.00
0033                          1125.00	3,768.00	1.000	3,768.00
CLEAR TRACT	EACH	1.000	3,768.00
STA. 2030+57 TO STA. 2030+84 RT.		0.000	0.00
		0.000	0.00
0034                          1125.01	3,768.00	1.000	3,768.00
CLEAR TRACT	EACH	1.000	3,768.00
STA.2030+90 LT. TO STA.2031+20 RT.		0.000	0.00
		0.000	0.00
0035                          1125.02	538.00	1.000	538.00
CLEAR TRACT	EACH	1.000	538.00
STA. 2031+26.3 TO STA. 2031+32.4 LT.		0.000	0.00
		0.000	0.00
0036                          1701.18	44.00	55.000	2,420.00
450 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	55.000	2,420.00
		47.270	2,079.88
		0.000	0.00
0037                          1701.24	51.92	44.000	2,284.48
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	44.000	2,284.48
		42.750	2,219.58
		0.000	0.00
0038                          1702.18	42.59	13.300	566.45
450 mm DRIVEWAY CULVERT PIPE, TYPE 3,4 OR 5	m	13.300	566.45
		0.000	0.00
		0.000	0.00
0039                          4035.00	62.00	2.000	124.00
REMOVE FLARED-END SECTION	EACH	2.000	124.00
		2.000	124.00
		2.000	124.00
0040                          4040.00	159.00	1.000	159.00
REMOVE HEADWALLS FROM CULVERTS	EACH	1.000	159.00
		2.000	318.00
		0.000	0.00
0041                          7017.00	3.50	87.000	304.50
REMOVE GUARDRAIL	m	87.000	304.50
		0.000	0.00
		0.000	0.00
4002                          1010.01	2.54	0.000	0.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	159,560.000	405,282.40
		149,625.969	380,049.96
		0.000	0.00
4003                          3275.20	5.57	0.000	0.00
CRUSH CONCRETE PAVEMENT	m2	60,545.000	337,235.65
		60,545.000	337,235.65
		0.000	0.00
4004                          9175.55	11.01	0.000	0.00
MILLINGS	Mg	950.000	10,459.50
		1,978.000	21,777.78
		220.000	2,422.20
4006                          5100.00	1,436.45	0.000	0.00
REMOVAL OF EXISTING STRUCTURES	EACH	2.000	2,872.90
		2.000	2,872.90
		0.000	0.00
4007                          5100.00	1,259.00	0.000	0.00
REMOVAL OF EXISTING STRUCTURES	EACH	1.000	1,259.00
		1.000	1,259.00
		0.000	0.00
4008                          1030.04	5,680.00	0.000	0.00
EMBANKMENT	LS	1.000	5,680.00
		1.000	5,680.00
		0.000	0.00
4015                          7050.02	4,515.60	0.000	0.00
ADDITIONAL COMPENSATION	LS	1.000	4,515.60
		1.000	4,515.60
		1.000	4,515.60
GROUP 1 GRADING		Contracted	667,702.04
		Current	1,029,724.69
		In place	954,695.53
		This Estimate	11,953.36
GROUP 3 CONCRETE PAVEMENT
0042                          L010.00	3.39	14,579.000	49,422.81
SODDING	m2	14,579.000	49,422.81
		0.000	0.00
		0.000	0.00
0043                          W600.03	79.00	3.000	237.00
ADJUST VALVE BOX TO GRADE	EACH	3.000	237.00
		5.000	395.00
		0.000	0.00
0044                          0030.30	489,777.00	1.000	489,777.00
MOBILIZATION	LS	1.000	489,777.00
		1.000	489,777.00
		0.000	0.00
0045                          1020.06	20.22	70.000	1,415.40
FLEXIBLE POST DELINEATOR	EACH	70.000	1,415.40
		0.000	0.00
		0.000	0.00
0046                          2010.03	17.13	697.000	11,939.61
CRUSHED ROCK SURFACE COURSE	Mg	697.000	11,939.61
		427.620	7,325.13
		342.140	5,860.86
0047                          2020.50	25.78	1,022.000	26,347.16
SURFACING	m2	1,022.000	26,347.16
150 mm		666.350	17,178.51
		0.000	0.00
0048                          2020.51	18.60	11,109.000	206,627.40
SURFACING	m2	11,109.000	206,627.40
205 mm		10,369.254	192,868.12
		0.000	0.00
0049                          3008.05	3.09	74.000	228.66
TIE BARS	EACH	74.000	228.66
		0.000	0.00
		0.000	0.00
0050                          3011.23	28.27	311.000	8,791.97
CONCRETE CLASS 47B-25 CURB, TYPE 1	m	311.000	8,791.97
		0.000	0.00
		0.000	0.00
0051                          3014.12	31.21	165.400	5,162.13
COMBINATION CONCRETE CLASS 47B-25 CURB AND GUTTER	m	165.400	5,162.13
		105.740	3,300.14
		0.000	0.00
0052                          3016.21	17.82	3,165.000	56,400.30
CONCRETE CLASS 47B-20 SIDEWALKS	m2	3,165.000	56,400.30
		1,465.370	26,112.89
		0.000	0.00
0053                          3017.40	18.33	9,724.000	178,240.92
CONCRETE CLASS 47B-20 MEDIAN SURFACING	m2	9,724.000	178,240.92
		387.720	7,106.91
		0.000	0.00
0054                          3020.26	25.08	3,129.000	78,475.32
CONCRETE CLASS 47B-25 DRIVEWAY	m2	3,129.000	78,475.32
		2,119.810	53,164.83
		0.000	0.00
0055                          3075.21	22.86	7,507.000	171,610.02
180 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	7,507.000	171,610.02
		8,000.440	182,890.06
		-582.910	-13,325.32
0056                          3075.41	24.53	18,688.000	458,416.64
230 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	18,688.000	458,416.64
		14,830.352	363,788.54
		0.000	0.00
0057                          3075.45	25.86	80,761.000	2,088,479.46
230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	80,230.510	2,074,760.99
		71,332.940	1,844,669.84
		0.000	0.00
0058                          3275.20	5.57	60,545.000	337,235.65
CRUSH CONCRETE PAVEMENT	m2	0.000	0.00
		0.000	0.00
		0.000	0.00
0059                          3300.50	23,729.00	1.000	23,729.00
PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING	LS	1.000	23,729.00
		0.000	0.00
		0.000	0.00
0060                          4015.00	97.00	3.000	291.00
ADJUST MANHOLE TO GRADE	EACH	3.000	291.00
		3.000	291.00
		0.000	0.00
0061                          8029.10	4.81	60,558.000	291,283.98
AGGREGATE FOUNDATION COURSE-D 100 mm	m2	497.160	2,391.34
		1,659.730	7,983.30
		0.000	0.00
0062                          8032.04	1.81	50,000.000	90,500.00
CRUSHED CONCRETE FOUNDATION COURSE 100 mm	m2	49,469.510	89,539.81
		71,461.232	129,344.85
		0.000	0.00
0063                          8060.05	28.66	41.000	1,175.06
GRANULAR SUBDRAIN	EACH	41.000	1,175.06
		8.000	229.28
		0.000	0.00
0064                          9009.75	22.65	16,016.000	362,762.40
TEMPORARY SURFACING	m2	16,016.000	362,762.40
205 mm		11,992.635	271,633.19
		0.000	0.00
0065                          9111.00	1.97	1,972.000	3,884.84
WATER	kL	1,972.000	3,884.84
		0.000	0.00
		0.000	0.00
0066                          9170.00	320.67	117.136	37,562.00
EARTH SHOULDER CONSTRUCTION	StaM	117.136	37,562.00
		53.000	16,995.51
		0.000	0.00
0067                          9173.20	1.08	122,215.000	131,992.20
SUBGRADE PREPARATION	m2	121,684.510	131,419.27
		111,119.780	120,009.35
		0.000	0.00
0068                          9179.34	1.80	60,558.000	109,004.40
COLD MILLING, CLASS 4	m2	60,558.000	109,004.40
		53,752.290	96,754.12
		0.000	0.00
0069                          9188.50	26.77	23.000	615.71
SURFACING UNDER GUARDRAIL	m2	23.000	615.71
		0.000	0.00
		0.000	0.00
4005                          9185.62	2.06	0.000	0.00
MILLING	m2	60,060.840	123,725.33
		20,847.340	42,945.52
		0.000	0.00
4010                          9179.75	3,150.00	0.000	0.00
MILLING FOR ASPHALTIC CONCRETE INLAY	EACH	1.000	3,150.00
		1.000	3,150.00
		0.000	0.00
4011                          9005.56	69.44	0.000	0.00
ASPHALTIC CONCRETE, TYPE SP5(19.0)	Mg	87.480	6,074.61
		87.480	6,074.61
		0.000	0.00
4014                          3020.30	26.39	0.000	0.00
CONCRETE CLASS 47B-25 DRIVEWAY	m2	814.000	21,481.46
		663.310	17,504.75
		663.310	17,504.75
4017                          W600.28	2,242.19	0.000	0.00
ADJUST WATER VALVE	EACH	1.000	2,242.19
		1.000	2,242.19
		1.000	2,242.19
GROUP 3 CONCRETE PAVEMENT		Contracted	5,221,608.05
		Current	4,736,901.76
		In place	3,903,734.64
		This Estimate	12,282.48
GROUP 4 CULVERTS
0070                          P070.18	48.78	60.100	2,931.68
450 mm CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	60.100	2,931.68
		50.850	2,480.46
		0.000	0.00
0071                          P120.30	109.48	62.000	6,787.76
750 mm CULVERT PIPE, TYPE 2	m	62.000	6,787.76
		57.040	6,244.74
		0.000	0.00
0072                          P120.36	178.67	53.600	9,576.71
900 mm CULVERT PIPE, TYPE 2	m	53.600	9,576.71
		44.380	7,929.37
		0.000	0.00
0073                          P120.48	218.76	56.000	12,250.56
1200 mm CULVERT PIPE, TYPE 2	m	56.000	12,250.56
		56.610	12,384.00
		0.000	0.00
0074                          P128.30	86.48	15.000	1,297.20
750 mm CULVERT PIPE, TYPE 2 CLASS IV	m	15.000	1,297.20
		15.000	1,297.20
		0.000	0.00
0075                          P128.36	127.90	17.000	2,174.30
900 mm CULVERT PIPE, TYPE 2 CLASS IV	m	17.000	2,174.30
		17.000	2,174.30
		0.000	0.00
0076                          P128.48	197.57	31.000	6,124.67
1200 mm CULVERT PIPE, TYPE 2 CLASS IV	m	31.000	6,124.67
		31.000	6,124.67
		0.000	0.00
0077                          P200.60	290.27	185.000	53,699.95
1500 mm CULVERT PIPE, TYPE 2 OR 5	m	185.000	53,699.95
		194.312	56,402.94
		0.000	0.00
0078                          P210.54	238.62	60.800	14,508.10
1350 mm CULVERT PIPE, TYPE 2 OR 5 CLASS IV	m	60.800	14,508.10
		21.960	5,240.10
		0.000	0.00
0079                          P400.24	66.28	31.000	2,054.68
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	31.000	2,054.68
		34.250	2,270.09
		0.000	0.00
0080                          P400.36	118.03	59.000	6,963.77
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	59.000	6,963.77
		59.000	6,963.77
		0.000	0.00
0081                          P402.15	47.98	63.400	3,041.93
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	63.400	3,041.93
		32.980	1,582.38
		0.000	0.00
0082                          P402.36	103.57	16.600	1,719.26
900 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	16.600	1,719.26
		13.000	1,346.41
		0.000	0.00
0083                          P406.30	97.17	29.600	2,876.23
750 mm CULVERT PIPE, TYPE 2,3,4 OR 5	m	29.600	2,876.23
		29.600	2,876.23
		0.000	0.00
0084                          P406.54	165.86	14.500	2,404.97
1350 mm CULVERT PIPE, TYPE 2,3,4 OR 5	m	14.500	2,404.97
		31.380	5,204.69
		0.000	0.00
0085                          P700.15	48.09	369.000	17,745.21
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	369.000	17,745.21
		279.370	13,434.90
		0.000	0.00
0086                          P700.18	44.19	1,465.000	64,738.35
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	1,465.000	64,738.35
		1,500.340	66,300.03
		0.000	0.00
0087                          P700.24	56.02	662.500	37,113.25
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	662.500	37,113.25
		589.320	33,013.71
		0.000	0.00
0088                          P700.30	86.28	714.100	61,612.55
750 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	655.600	56,565.17
		634.780	54,768.82
		0.000	0.00
0089                          P700.42	154.88	94.500	14,636.16
1050 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	94.500	14,636.16
		0.000	0.00
		0.000	0.00
0090                          P702.42	205.58	195.100	40,108.66
1050 mm STORM SEWER PIPE, TYPE 1	m	195.100	40,108.66
		286.000	58,795.88
		0.000	0.00
0091                          P702.48	212.93	31.500	6,707.30
1200 mm STORM SEWER PIPE, TYPE 1	m	31.500	6,707.30
		31.500	6,707.30
		0.000	0.00
0092                          0030.40	49,814.00	1.000	49,814.00
MOBILIZATION	LS	1.000	49,814.00
		1.000	49,814.00
		0.000	0.00
0093                          1043.50	1.41	976.000	1,376.16
RIPRAP FILTER FABRIC	m2	976.000	1,376.16
		747.000	1,053.27
		0.000	0.00
0094                          1119.00	241.00	2.000	482.00
REMOVE INLET	EACH	2.000	482.00
		0.000	0.00
		0.000	0.00
0095                          4002.00	2.17	4,104.000	8,905.68
CAST IRON COVER AND FRAME	kg	4,104.000	8,905.68
		3,967.000	8,608.39
		0.000	0.00
0096                          4004.50	1.80	4,779.000	8,602.20
CAST IRON GRATE AND FRAME	kg	4,779.000	8,602.20
		2,970.000	5,346.00
		0.000	0.00
0097                          4005.00	1.68	1,738.000	2,919.84
CAST IRON RING AND COVER	kg	1,738.000	2,919.84
		1,404.000	2,358.72
		0.000	0.00
0098                          4015.50	427.00	4.000	1,708.00
RECONSTRUCT MANHOLE	EACH	4.000	1,708.00
		0.000	0.00
		0.000	0.00
0099                          4016.00	2,815.00	1.000	2,815.00
MANHOLE	EACH	1.000	2,815.00
STA. 648+35 RT.		1.000	2,815.00
		0.000	0.00
0100                          4016.01	905.00	1.000	905.00
MANHOLE	EACH	1.000	905.00
STA.651+84.80 12.8m RT.		1.000	905.00
		0.000	0.00
0101                          4016.02	1,114.00	1.000	1,114.00
MANHOLE	EACH	1.000	1,114.00
STA.661+13 9m RT.		1.000	1,114.00
		0.000	0.00
0102                          4016.03	2,815.00	1.000	2,815.00
MANHOLE	EACH	1.000	2,815.00
STA. 668+50.20 12m LT.		1.000	2,815.00
		0.000	0.00
0103                          4016.04	1,250.00	1.000	1,250.00
MANHOLE	EACH	1.000	1,250.00
STA. 668+96.80 11.9M RT.		2.000	2,500.00
		0.000	0.00
0104                          4016.05	1,212.00	1.000	1,212.00
MANHOLE	EACH	1.000	1,212.00
STA. 669+87.80 11.2m RT.		1.000	1,212.00
		0.000	0.00
0105                          4016.06	1,294.00	1.000	1,294.00
MANHOLE	EACH	1.000	1,294.00
STA.670+30 11.1m RT.		1.000	1,294.00
		0.000	0.00
0106                          4016.07	1,393.00	1.000	1,393.00
MANHOLE	EACH	1.000	1,393.00
STA.673+81.80 11.1m LT.		1.000	1,393.00
		0.000	0.00
0107                          4016.08	1,192.00	1.000	1,192.00
MANHOLE	EACH	1.000	1,192.00
STA.674+18.80 17.1m RT.		1.000	1,192.00
		0.000	0.00
0108                          4016.09	1,054.00	1.000	1,054.00
MANHOLE	EACH	1.000	1,054.00
STA. 674+41.90 14.2m LT.		1.000	1,054.00
		0.000	0.00
0109                          4018.00	875.00	1.000	875.00
TAPPING EXISTING STRUCTURE	EACH	1.000	875.00
		1.000	875.00
		0.000	0.00
0110                          4018.50	904.00	1.000	904.00
TAPPING EXISTING PIPE	EACH	1.000	904.00
		1.000	904.00
		0.000	0.00
0111                          4035.00	22.26	12.000	267.12
REMOVE FLARED-END SECTION	EACH	12.000	267.12
		8.000	178.08
		0.000	0.00
0112                          4040.00	97.31	19.000	1,848.89
REMOVE HEADWALLS FROM CULVERTS	EACH	19.000	1,848.89
		21.000	2,043.51
		0.000	0.00
0113                          4043.50	12.18	81.000	986.58
REMOVE SEWER PIPE	m	81.000	986.58
		61.660	751.02
		0.000	0.00
0114                          4045.00	3,876.00	1.000	3,876.00
REMOVE STRUCTURE	EACH	1.000	3,876.00
AT STA. 634+52.24		1.000	3,876.00
		0.000	0.00
0115                          4045.01	2,507.00	1.000	2,507.00
REMOVE STRUCTURE	EACH	1.000	2,507.00
AT STA. 641+67.55		1.000	2,507.00
		1.000	2,507.00
0116                          4045.02	598.00	1.000	598.00
REMOVE STRUCTURE	EACH	1.000	598.00
AT STA. 659+50.80		1.000	598.00
		0.000	0.00
0117                          4045.03	6,459.00	1.000	6,459.00
REMOVE STRUCTURE	EACH	1.000	6,459.00
AT STA. 2000+35.60		1.000	6,459.00
		0.000	0.00
0118                          4050.01	0.96	4,789.000	4,597.44
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	4,789.000	4,597.44
		4,506.970	4,326.69
		0.000	0.00
0119                          4051.01	17.23	1,345.000	23,174.35
EXCAVATION FOR BOX CULVERTS	m3	1,345.000	23,174.35
		1,387.273	23,902.71
		0.000	0.00
0120                          4054.65	34,127.00	1.000	34,127.00
TEMPORARY SHORING	LS	1.000	34,127.00
AT STA. 634+52.24		1.000	34,127.00
		0.000	0.00
0121                          4054.66	10,760.00	1.000	10,760.00
TEMPORARY SHORING	LS	1.000	10,760.00
AT STA. 638+17.00		1.000	10,760.00
		0.000	0.00
0122                          4054.67	10,073.00	1.000	10,073.00
TEMPORARY SHORING	LS	1.000	10,073.00
AT STA. 641+67.55		1.000	10,073.00
		0.000	0.00
0123                          4100.06	664.00	2.700	1,792.80
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL	m3	2.700	1,792.80
		2.800	1,859.20
		0.000	0.00
0124                          4101.06	356.35	173.731	61,909.04
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	173.731	61,909.04
		171.627	61,159.29
		0.000	0.00
0125                          4105.58	419.97	273.800	114,987.79
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	273.800	114,987.79
		271.981	114,223.86
		0.000	0.00
0126                          4107.07	555.00	2.440	1,354.20
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	2.440	1,354.20
		6.000	3,330.00
		0.000	0.00
0127                          4130.06	2,830.30	0.100	283.03
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG	m3	0.100	283.03
		0.290	820.79
		0.000	0.00
0128                          4150.00	0.61	164.000	100.04
REINFORCING STEEL FOR HEADWALL	kg	164.000	100.04
		142.000	86.62
		0.000	0.00
0129                          4151.00	1.61	12,278.000	19,767.58
REINFORCING STEEL FOR BOX CULVERT	kg	12,278.000	19,767.58
		12,074.295	19,439.61
		0.000	0.00
0130                          4155.50	0.61	10,856.000	6,622.16
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	10,856.000	6,622.16
		11,190.300	6,826.08
		0.000	0.00
0131                          4157.00	0.61	103.000	62.83
REINFORCING STEEL FOR COLLARS	kg	103.000	62.83
		172.000	104.92
		0.000	0.00
0132                          4310.15	115.59	11.000	1,271.49
375 mm FLARED-END SECTION	EACH	11.000	1,271.49
		4.000	462.36
		0.000	0.00
0133                          4310.18	113.00	4.000	452.00
450 mm FLARED-END SECTION	EACH	4.000	452.00
		2.000	226.00
		0.000	0.00
0134                          4310.24	218.00	2.000	436.00
600 mm FLARED-END SECTION	EACH	2.000	436.00
		2.000	436.00
		0.000	0.00
0135                          4310.30	344.00	5.000	1,720.00
750 mm FLARED-END SECTION	EACH	5.000	1,720.00
		5.000	1,720.00
		0.000	0.00
0136                          4310.36	421.00	6.000	2,526.00
900 mm FLARED-END SECTION	EACH	6.000	2,526.00
		4.000	1,684.00
		0.000	0.00
0137                          4310.42	632.00	1.000	632.00
1050 mm FLARED-END SECTION	EACH	1.000	632.00
		1.000	632.00
		0.000	0.00
0138                          4310.48	851.00	5.000	4,255.00
1200 mm FLARED-END SECTION	EACH	5.000	4,255.00
		3.000	2,553.00
		0.000	0.00
0139                          4310.54	668.00	3.000	2,004.00
1350 mm FLARED-END SECTION	EACH	3.000	2,004.00
		1.000	668.00
		0.000	0.00
0140                          4310.60	790.00	8.000	6,320.00
1500 mm FLARED-END SECTION	EACH	8.000	6,320.00
		8.000	6,320.00
		0.000	0.00
0141                          4880.30	577.54	15.000	8,663.10
JACKING 750 mm CULVERT PIPE, TYPE 2 CLASS IV	m	15.000	8,663.10
		15.000	8,663.10
		0.000	0.00
0142                          4880.36	735.23	17.000	12,498.91
JACKING 900 mm CULVERT PIPE, TYPE 2 CLASS IV	m	17.000	12,498.91
		17.000	12,498.91
		0.000	0.00
0143                          4880.48	1,112.76	31.000	34,495.56
JACKING 1200 mm CULVERT PIPE, TYPE 2 CLASS IV	m	31.000	34,495.56
		31.000	34,495.56
		0.000	0.00
0144                          6104.00	4.66	79.000	368.14
BROKEN CONCRETE RIPRAP	Mg	79.000	368.14
		17.000	79.22
		0.000	0.00
0145                          6105.02	32.64	637.000	20,791.68
ROCK RIPRAP, TYPE B	Mg	637.000	20,791.68
		427.130	13,941.52
		0.000	0.00
4009                          P700.36	146.63	0.000	0.00
900 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	58.500	8,577.86
		58.500	8,577.86
		0.000	0.00
4013                          4030.08	7,512.75	0.000	0.00
REMOVE AND RELAY	EACH	1.000	7,512.75
		1.000	7,512.75
		1.000	7,512.75
4016                          3089.80	100.00	0.000	0.00
FLOWABLE FILL CONCRETE	m3	9.580	958.00
		7.420	742.00
		7.420	742.00
6001                          2015.02	35.64	0.000	0.00
CRUSHED ROCK BEDDING	m3	42.273	1,506.61
		94.243	3,358.82
		0.000	0.00
GROUP 4 CULVERTS		Contracted	864,291.85
		Current	877,799.69
		In place	850,818.85
		This Estimate	10,761.75
GROUP 5 SEEDING
0146                          L001.01	1,441.53	11.000	15,856.83
SEEDING, TYPE A	ha	11.000	15,856.83
		4.994	7,199.00
		0.000	0.00
0147                          L001.02	914.00	3.000	2,742.00
SEEDING, TYPE B	ha	3.000	2,742.00
		1.408	1,286.91
		0.000	0.00
0148                          L032.75	80.74	63.000	5,086.62
MULCH	Mg	63.000	5,086.62
		28.810	2,326.12
		0.000	0.00
0149                          0030.50	0.11	1.000	0.11
MOBILIZATION	LS	1.000	0.11
		0.000	0.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	23,685.56
		Current	23,685.56
		In place	10,812.03
		This Estimate	0.00
GROUP 7 GUARDRAIL
0150                          0030.70	355.00	1.000	355.00
MOBILIZATION	LS	1.000	355.00
		0.000	0.00
		0.000	0.00
0151                          7011.20	51.47	13.300	684.55
W-BEAM GUARDRAIL	m	13.300	684.55
		0.000	0.00
		0.000	0.00
0152                          7020.00	1,472.00	1.000	1,472.00
BRIDGE APPROACH SECTIONS	EACH	1.000	1,472.00
		0.000	0.00
		0.000	0.00
0153                          7021.70	1,935.00	1.000	1,935.00
GUARDRAIL END TREATMENT, SRT-350	EACH	1.000	1,935.00
		0.000	0.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	4,446.55
		Current	4,446.55
		In place	0.00
		This Estimate	0.00
GROUP 8B ELECTRICAL
0154                          A001.01	538.29	12.000	6,459.48
PULL BOX, TYPE PB-1	EACH	12.000	6,459.48
		12.000	6,459.48
		0.000	0.00
0155                          A001.02	484.00	8.000	3,872.00
PULL BOX, TYPE PB-1A	EACH	8.000	3,872.00
		8.000	3,872.00
		0.000	0.00
0156                          A001.05	700.00	5.000	3,500.00
PULL BOX, TYPE PB-2	EACH	5.000	3,500.00
		5.000	3,500.00
		0.000	0.00
0157                          A001.06	672.86	13.000	8,747.18
PULL BOX, TYPE PB-2A	EACH	13.000	8,747.18
		13.000	8,747.18
		0.000	0.00
0158                          A001.12	403.72	33.000	13,322.76
PULL BOX, TYPE PB-5	EACH	33.000	13,322.76
		33.000	13,322.76
		0.000	0.00
0159                          A001.16	431.00	8.000	3,448.00
PULL BOX, TYPE PB-6	EACH	8.000	3,448.00
		8.000	3,448.00
		0.000	0.00
0160                          A003.10	700.00	8.000	5,600.00
TRAFFIC SIGNAL, TYPE TS-1	EACH	8.000	5,600.00
		8.000	5,600.00
		0.000	0.00
0161                          A004.04	1,077.00	2.000	2,154.00
TRAFFIC SIGNAL, TYPE TS-1LL	EACH	2.000	2,154.00
		2.000	2,154.00
		0.000	0.00
0162                          A006.15	484.00	4.000	1,936.00
PEDESTRIAN SIGNAL, TYPE PS-1	EACH	4.000	1,936.00
		4.000	1,936.00
		0.000	0.00
0163                          A006.70	161.00	2.000	322.00
PEDESTRIAN PUSHBUTTON, TYPE PPB	EACH	2.000	322.00
		2.000	322.00
		0.000	0.00
0164                          A006.98	296.06	28.000	8,289.68
VEHICLE DETECTOR, TYPE A PREFORMED	EACH	28.000	8,289.68
		40.000	11,842.40
		0.000	0.00
0165                          A007.00	322.97	30.000	9,689.10
VEHICLE DETECTOR, TYPE B PREFORMED	EACH	30.000	9,689.10
		38.000	12,272.86
		0.000	0.00
0166                          A007.08	484.46	18.000	8,720.28
VEHICLE DETECTOR, TYPE TD-3	EACH	18.000	8,720.28
		18.000	8,720.28
		0.000	0.00
0167                          A008.77	2,019.00	5.000	10,095.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-1.8-0.20	EACH	85.000	171,615.00
		80.000	161,520.00
		0.000	0.00
0168                          A008.86	1,588.00	1.000	1,588.00
STREET LIGHTING UNIT, TYPE SL-A-12.2-3.7-0.20	EACH	1.000	1,588.00
		1.000	1,588.00
		0.000	0.00
0169                          A009.16	1,803.26	85.000	153,277.10
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.20	EACH	5.000	9,016.30
		5.000	9,016.30
		0.000	0.00
0170                          A009.98	323.00	7.000	2,261.00
LUMINAIRE CONVERSION, TYPE 200	EACH	7.000	2,261.00
		0.000	0.00
		0.000	0.00
0171                          A010.70	269.00	2.000	538.00
LUMINAIRE	EACH	2.000	538.00
		2.000	538.00
		0.000	0.00
0172                          A010.76	377.00	2.000	754.00
LUMINAIRE ARM	EACH	2.000	754.00
		2.000	754.00
		0.000	0.00
0173                          A012.00	6,998.00	2.000	13,996.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-14.0-1.8	EACH	2.000	13,996.00
		2.000	13,996.00
		0.000	0.00
0174                          A016.50	4,845.00	1.000	4,845.00
MAST ARM SIGNAL POLE, TYPE MP-9.5	EACH	1.000	4,845.00
		1.000	4,845.00
		0.000	0.00
0175                          A016.55	5,168.00	1.000	5,168.00
MAST ARM SIGNAL POLE, TYPE MP-11	EACH	1.000	5,168.00
		1.000	5,168.00
		0.000	0.00
0176                          A019.05	161.00	8.000	1,288.00
LED TRAFFIC SIGNAL, TYPE 300mm RED	EACH	8.000	1,288.00
		8.000	1,288.00
		0.000	0.00
0177                          A019.10	377.00	8.000	3,016.00
LED TRAFFIC SIGNAL, TYPE 300mm GREEN	EACH	8.000	3,016.00
		8.000	3,016.00
		0.000	0.00
0178                          A070.10	8.61	3,134.000	26,983.74
38 mm CONDUIT IN TRENCH	m	3,134.000	26,983.74
		0.000	0.00
		0.000	0.00
0179                          A070.14	10.77	648.000	6,978.96
50 mm CONDUIT IN TRENCH	m	648.000	6,978.96
		0.000	0.00
		0.000	0.00
0180                          A072.10	8.72	1,086.000	9,469.92
38 mm CONDUIT UNDER ROADWAY	m	1,086.000	9,469.92
		0.000	0.00
		0.000	0.00
0181                          A072.14	11.84	47.000	556.48
50 mm CONDUIT UNDER ROADWAY	m	47.000	556.48
		27.500	325.60
		0.000	0.00
0182                          A072.18	16.15	17.000	274.55
75 mm CONDUIT UNDER ROADWAY	m	17.000	274.55
		0.000	0.00
		0.000	0.00
0183                          A077.12	1.61	380.000	611.80
2/C #14 AWG TRAFFIC SIGNAL CABLE	m	380.000	611.80
		0.000	0.00
		0.000	0.00
0184                          A077.13	1.72	191.000	328.52
3/C #14 AWG TRAFFIC SIGNAL CABLE	m	191.000	328.52
		0.000	0.00
		0.000	0.00
0185                          A077.22	5.38	288.000	1,549.44
12/C #14 AWG TRAFFIC SIGNAL CABLE	m	288.000	1,549.44
		0.000	0.00
		0.000	0.00
0186                          A079.01	1.61	2,986.000	4,807.46
2/C #14 AWG DETECTOR LEAD-IN CABLE	m	2,986.000	4,807.46
		0.000	0.00
		0.000	0.00
0187                          A079.07	6.46	358.000	2,312.68
OPTICAL DETECTOR CABLE	m	358.000	2,312.68
		0.000	0.00
		0.000	0.00
0188                          A079.50	0.81	398.000	322.38
GROUNDING CONDUCTOR	m	398.000	322.38
		0.000	0.00
		0.000	0.00
0189                          A079.55	3.23	60.000	193.80
SERVICE CABLE	m	60.000	193.80
		0.000	0.00
		0.000	0.00
0190                          A080.10	4.31	332.000	1,430.92
STREET LIGHTING CABLE, NO. 2 USE	m	332.000	1,430.92
		0.000	0.00
		0.000	0.00
0191                          A080.22	1.51	4,220.000	6,372.20
STREET LIGHTING CABLE, NO. 6 BARE	m	4,220.000	6,372.20
		0.000	0.00
		0.000	0.00
0192                          A080.24	1.61	8,108.000	13,053.88
STREET LIGHTING CABLE, NO. 6 USE	m	8,108.000	13,053.88
		0.000	0.00
		0.000	0.00
0193                          A082.30	3.23	508.000	1,640.84
DIRECT BURIAL CABLE, NO. 6 AWG	m	508.000	1,640.84
		0.000	0.00
		0.000	0.00
0194                          A500.20	2,799.00	1.000	2,799.00
INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE TC-170	EACH	1.000	2,799.00
		1.000	2,799.00
		0.000	0.00
0195                          A501.00	215.00	4.000	860.00
INSTALL TRAFFIC SIGNAL, TYPE TS-1	EACH	4.000	860.00
		4.000	860.00
		0.000	0.00
0196                          A506.50	215.00	2.000	430.00
INSTALL POLE EXTENSION	EACH	2.000	430.00
		2.000	430.00
		0.000	0.00
0197                          A600.00	377.00	9.000	3,393.00
REMOVE LIGHTING UNIT	EACH	9.000	3,393.00
		9.000	3,393.00
		0.000	0.00
0198                          A610.00	1,615.00	1.000	1,615.00
REMOVE TRAFFIC SIGNAL	EACH	1.000	1,615.00
AT US-6/N-31 & N-370		1.000	1,615.00
		0.000	0.00
0199                          A703.60	2,153.00	2.000	4,306.00
RELOCATE MAST ARM SIGNAL POLE	EACH	2.000	4,306.00
		2.000	4,306.00
		0.000	0.00
0200                          0003.75	11,842.00	1.000	11,842.00
TEMPORARY TRAFFIC SIGNAL	EACH	1.000	11,842.00
AT US-6/N-31 & N-370		1.000	11,842.00
		0.000	0.00
0201                          0030.71	5,598.00	1.000	5,598.00
MOBILIZATION	LS	1.000	5,598.00
		1.000	5,598.00
		0.000	0.00
4001                          A006.15	302.26	0.000	0.00
PEDESTRIAN SIGNAL, TYPE PS-1	EACH	2.000	604.52
Removal of School Crossing Signal		1.000	302.26
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	380,617.15
		Current	398,480.87
		In place	315,397.12
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0202                          0001.08	0.50	19,500.000	9,750.00
BARRICADE, TYPE II	BDAY	19,500.000	9,750.00
		49,140.000	24,570.00
		0.000	0.00
0203                          0001.10	1.70	7,458.000	12,678.60
BARRICADE, TYPE III	BDAY	7,458.000	12,678.60
		21,052.000	35,788.40
		0.000	0.00
0204                          0001.30	1.38	2,208.000	3,047.04
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	2,208.000	3,047.04
		997.000	1,375.86
		0.000	0.00
0205                          0001.75	4.20	180.000	756.00
TEMPORARY SIGN DAY	EACH	180.000	756.00
		231.000	970.20
		0.000	0.00
0206                          0001.90	0.06	36,102.000	2,166.12
SIGN DAY	EACH	36,102.000	2,166.12
		37,541.000	2,252.46
		0.000	0.00
0207                          0002.30	0.86	800.000	688.00
PAVEMENT MARKING REMOVAL	m	800.000	688.00
		3,551.630	3,054.40
		0.000	0.00
0208                          0002.44	0.65	6,000.000	3,900.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT	m	6,000.000	3,900.00
		34,260.340	22,269.21
		0.000	0.00
0209                          0002.97	9.69	900.000	8,721.00
FLASHING ARROW PANEL	DAY	900.000	8,721.00
		0.000	0.00
		0.000	0.00
0210                          0003.10	274.53	100.000	27,453.00
FLAGGING	DAY	100.000	27,453.00
		114.150	31,337.61
		0.000	0.00
0211                          0003.51	24.40	210.000	5,124.00
INSTALL CONCRETE PROTECTION BARRIER	m	210.000	5,124.00
		303.890	7,414.92
		0.000	0.00
0212                          0010.04	551.00	1.000	551.00
FIELD OFFICE	EACH	1.000	551.00
		0.000	0.00
		0.000	0.00
0213                          0020.00	0.80	1,000.000	800.00
TRAINING	HOUR	1,000.000	800.00
		758.000	606.40
		0.000	0.00
0214                          0030.00	538.00	1.000	538.00
MOBILIZATION	LS	1.000	538.00
		1.000	538.00
		0.000	0.00
0215                          7500.32	256.23	18.000	4,612.14
ARROW, PREFORMED PAVEMENT MARKING, TYPE 4	EACH	18.000	4,612.14
		0.000	0.00
		0.000	0.00
0216                          7502.14	9.82	1,700.000	16,694.00
100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	m	1,700.000	16,694.00
		0.000	0.00
		0.000	0.00
0217                          7503.14	9.82	7,600.000	74,632.00
100 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	m	7,600.000	74,632.00
		0.000	0.00
		0.000	0.00
0218                          9110.01	57.22	45.000	2,574.90
RENTAL OF LOADER, FULLY OPERATED	HOUR	45.000	2,574.90
		30.500	1,745.21
		0.000	0.00
0219                          9110.03	50.76	45.000	2,284.20
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	45.000	2,284.20
		32.490	1,649.19
		0.000	0.00
0220                          9110.07	57.22	45.000	2,574.90
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	45.000	2,574.90
		26.370	1,508.90
		0.000	0.00
4012                          A800.37	2,721.04	0.000	0.00
TEMPORARY LIGHTING SYSTEM	LS	1.000	2,721.04
		1.000	2,721.04
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	179,544.90
		Current	182,265.94
		In place	137,801.80
		This Estimate	0.00
Totals for contract		Contracted	7,341,896.09
		Current	7,253,305.05
		In place	6,173,259.97
		This Estimate	34,997.59