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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	2252 PAULSEN, INC.
Contract ID:	6977X
Estimate Number:	0034
Pay Period End Date:	05.03.2003

Contract Location:
NORTH PLATTE TRUCK SCALES	Estimate Type:	PROG
Contractor:
PAULSEN, INC.	Date Let:	06.07.2001
1116 EAST HWY 30	Date Awarded:	06.25.2001
P O BOX 17	Date Contract Executed:	07.02.2001
	Date Notice to Proceed:	07.02.2001
COZAD NE 69130	Date Work Began:	07.23.2001
Phone:	Date Physical Work Completed:
(308)784-3333	Date Accepted:
Escrow Agent:
Surety Co:
ST. PAUL FIRE AND MARINE INSURANCE COMPANY

Counties
LINCOLN

Project Number		PCT			Fed State Project Number		Description
60977 X000		0.000			EACIM-80-4(109)		GRAD CONCPAVE CULV FENCE BUILDING ELEC SIGN

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$5,920,919.49	$5,916,614.49	$4,305.00
$6,052,963.87	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$5,920,919.49	$5,916,614.49	$4,305.00
$5,930,442.78	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
97.82%	Net Earnings	$5,895,919.49	$5,891,614.49	$4,305.00
	Liquidated Damages	-$19,953.00	-$19,953.00	$.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	$2,365.26	$2,365.26	$.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	-$17,587.74	-$17,587.74	$.00
	Payment	$5,878,331.75	$5,874,026.75	$4,305.00
Project Manager			Div. Head/Dist. Eng.
Thomsen, Toby	05.06.2003		Thayer, Gary	05.07.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	05.07.2003
Controller Div. Processed
Burling, Laurie	05.07.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0005
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0089	5820.55	STATIC TRUCK SCALE
		S.P. Initial Payment	78,206.08	214953
		Fairbanks scale componenets
		Total for estimate 0005:	78,206.08
Est Nbr:	0007
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0089	5820.55	STATIC TRUCK SCALE
		S.P. Adjustment	-15,641.22	214953
		Fairbanks scale componenets
		Total for estimate 0007:	-15,641.22
Est Nbr:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0089	5820.55	STATIC TRUCK SCALE
		S.P. Adjustment	-15,641.22	214953
		Fairbanks scale componenets
		Total for estimate 0009:	-15,641.22
Est Nbr:	0015
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0085	5500.00	SCALE BUILDING
		S.P. Initial Payment	21,506.60	varies
		Lumber, anchors,storage tanks & bldg materials
		S.P. Adjustment	-430.13	varies
		Lumber, anchors,storage tanks & bldg materials
0086	5500.01	SCALE BUILDING
		S.P. Initial Payment	21,506.60	varies
		lumber, anchors, storage tanks & bldg materials
		S.P. Adjustment	-860.26	varies
		lumber, anchors, storage tanks & bldg materials
0087	5500.10	INSPECTION BUILDING
		S.P. Initial Payment	27,482.00	6-056141
		Metal building components
		S.P. Adjustment	-549.64	6-056141
		Metal building components
0088	5500.11	INSPECTION BUILDING
		S.P. Initial Payment	27,482.00	6-056141
		metal building components
		S.P. Adjustment	-2,748.20	6-056141
		metal building components
0091	5821.10	WEIGH-IN-MOTION SYSTEM
		S.P. Initial Payment	14,018.31	varies
		cable, coax, and fiber optic items
		Total for estimate 0015:	107,407.28
Est Nbr:	0016
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0085	5500.00	SCALE BUILDING
		S.P. Adjustment	-430.13	varies
		Lumber, anchors,storage tanks & bldg materials
0086	5500.01	SCALE BUILDING
		S.P. Adjustment	-2,580.79	varies
		lumber, anchors, storage tanks & bldg materials
0087	5500.10	INSPECTION BUILDING
		S.P. Adjustment	-2,198.56	6-056141
		Metal building components
0088	5500.11	INSPECTION BUILDING
		S.P. Adjustment	-3,297.84	6-056141
		metal building components
		Total for estimate 0016:	-8,507.32
Est Nbr:	0017
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0085	5500.00	SCALE BUILDING
		S.P. Adjustment	-1,290.40	varies
		Lumber, anchors,storage tanks & bldg materials
0086	5500.01	SCALE BUILDING
		S.P. Adjustment	-1,290.40	varies
		lumber, anchors, storage tanks & bldg materials
0087	5500.10	INSPECTION BUILDING
		S.P. Adjustment	-1,648.92	6-056141
		Metal building components
0088	5500.11	INSPECTION BUILDING
		S.P. Adjustment	-1,099.28	6-056141
		metal building components
0089	5820.55	STATIC TRUCK SCALE
		S.P. Adjustment	-7,820.61	214953
		Fairbanks scale componenets
		Total for estimate 0017:	-13,149.61
Est Nbr:	0018
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0085	5500.00	SCALE BUILDING
		S.P. Adjustment	-860.26	varies
		Lumber, anchors,storage tanks & bldg materials
0086	5500.01	SCALE BUILDING
		S.P. Adjustment	-1,720.53	varies
		lumber, anchors, storage tanks & bldg materials
0087	5500.10	INSPECTION BUILDING
		S.P. Adjustment	-2,198.56	6-056141
		Metal building components
0088	5500.11	INSPECTION BUILDING
		S.P. Adjustment	-1,099.28	6-056141
		metal building components
0089	5820.55	STATIC TRUCK SCALE
		S.P. Adjustment	-11,730.91	214953
		Fairbanks scale componenets
		Total for estimate 0018:	-17,609.54
Est Nbr:	0019
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0085	5500.00	SCALE BUILDING
		S.P. Adjustment	-860.26	varies
		Lumber, anchors,storage tanks & bldg materials
0086	5500.01	SCALE BUILDING
		S.P. Adjustment	-860.26	varies
		lumber, anchors, storage tanks & bldg materials
0087	5500.10	INSPECTION BUILDING
		S.P. Adjustment	-1,099.28	6-056141
		Metal building components
0088	5500.11	INSPECTION BUILDING
		S.P. Adjustment	-1,099.28	6-056141
		metal building components
		Total for estimate 0019:	-3,919.08
Est Nbr:	0020
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0085	5500.00	SCALE BUILDING
		S.P. Adjustment	-1,397.93	varies
		Lumber, anchors,storage tanks & bldg materials
0086	5500.01	SCALE BUILDING
		S.P. Adjustment	-1,397.93	varies
		lumber, anchors, storage tanks & bldg materials
0087	5500.10	INSPECTION BUILDING
		S.P. Adjustment	-1,099.28	6-056141
		Metal building components
0088	5500.11	INSPECTION BUILDING
		S.P. Adjustment	-1,099.28	6-056141
		metal building components
		Total for estimate 0020:	-4,994.42
Est Nbr:	0021
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0085	5500.00	SCALE BUILDING
		S.P. Adjustment	-2,258.19	varies
		Lumber, anchors,storage tanks & bldg materials
0086	5500.01	SCALE BUILDING
		S.P. Adjustment	-2,903.39	varies
		lumber, anchors, storage tanks & bldg materials
0087	5500.10	INSPECTION BUILDING
		S.P. Adjustment	-2,748.20	6-056141
		Metal building components
0088	5500.11	INSPECTION BUILDING
		S.P. Adjustment	-2,198.56	6-056141
		metal building components
		Total for estimate 0021:	-10,108.34
Est Nbr:	0022
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0085	5500.00	SCALE BUILDING
		S.P. Adjustment	-1,182.86	varies
		Lumber, anchors,storage tanks & bldg materials
0086	5500.01	SCALE BUILDING
		S.P. Closure	-9,893.04	varies
		lumber, anchors, storage tanks & bldg materials
0087	5500.10	INSPECTION BUILDING
		S.P. Adjustment	-1,099.28	6-056141
		Metal building components
0088	5500.11	INSPECTION BUILDING
		S.P. Closure	-14,840.28	6-056141
		metal building components
0089	5820.55	STATIC TRUCK SCALE
		S.P. Closure	-27,372.12	214953
		Fairbanks scale componenets
0091	5821.10	WEIGH-IN-MOTION SYSTEM
		S.P. Initial Payment	209,985.00	varies
		WIM system componenets
0098	A008.72	STREET LIGHTING UNIT, TYPE SL-BT-12.2-0.3-0.25
		S.P. Initial Payment	29,108.00	53-206229
		light poles
0100	A009.93	STREET LIGHTING UNIT, TYPE SL-A-12.2-0.3-0.25
		S.P. Initial Payment	26,358.00	53-206229
		light poles
		Total for estimate 0022:	211,063.42
Est Nbr:	0023
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0085	5500.00	SCALE BUILDING
		S.P. Adjustment	-1,075.33	varies
		Lumber, anchors,storage tanks & bldg materials
0087	5500.10	INSPECTION BUILDING
		S.P. Adjustment	-1,511.51	6-056141
		Metal building components
		Total for estimate 0023:	-2,586.84
Est Nbr:	0024
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0085	5500.00	SCALE BUILDING
		S.P. Adjustment	-2,043.13	varies
		Lumber, anchors,storage tanks & bldg materials
0087	5500.10	INSPECTION BUILDING
		S.P. Adjustment	-2,610.79	6-056141
		Metal building components
0091	5821.10	WEIGH-IN-MOTION SYSTEM
		S.P. Adjustment	-3,504.58	varies
		cable, coax, and fiber optic items
		S.P. Adjustment	-52,496.25	varies
		WIM system componenets
		Total for estimate 0024:	-60,654.75
Est Nbr:	0025
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0085	5500.00	SCALE BUILDING
		S.P. Adjustment	-1,075.33	varies
		Lumber, anchors,storage tanks & bldg materials
0087	5500.10	INSPECTION BUILDING
		S.P. Adjustment	-1,374.10	6-056141
		Metal building components
0098	A008.72	STREET LIGHTING UNIT, TYPE SL-BT-12.2-0.3-0.25
		S.P. Adjustment	-7,660.00	53-206229
		light poles
		Total for estimate 0025:	-10,109.43
Est Nbr:	0026
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0085	5500.00	SCALE BUILDING
		S.P. Closure	-8,602.65	varies
		Lumber, anchors,storage tanks & bldg materials
0087	5500.10	INSPECTION BUILDING
		S.P. Closure	-9,343.88	6-056141
		Metal building components
0091	5821.10	WEIGH-IN-MOTION SYSTEM
		S.P. Adjustment	-7,009.16	varies
		cable, coax, and fiber optic items
		S.P. Adjustment	-104,992.50	varies
		WIM system componenets
0098	A008.72	STREET LIGHTING UNIT, TYPE SL-BT-12.2-0.3-0.25
		S.P. Adjustment	-21,448.00	53-206229
		light poles
0100	A009.93	STREET LIGHTING UNIT, TYPE SL-A-12.2-0.3-0.25
		S.P. Adjustment	-26,358.00	53-206229
		light poles
		Total for estimate 0026:	-177,754.19
Est Nbr:	0028
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0091	5821.10	WEIGH-IN-MOTION SYSTEM
		S.P. Adjustment	-2,102.75	varies
		cable, coax, and fiber optic items
		S.P. Adjustment	-31,497.75	varies
		WIM system componenets
		Total for estimate 0028:	-33,600.50
Est Nbr:	0029
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0091	5821.10	WEIGH-IN-MOTION SYSTEM
		S.P. Adjustment	-981.28	varies
		cable, coax, and fiber optic items
		S.P. Adjustment	-14,698.95	varies
		WIM system componenets
		Total for estimate 0029:	-15,680.23
Est Nbr:	0032
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0091	5821.10	WEIGH-IN-MOTION SYSTEM
		S.P. Closure	-420.54	varies
		cable, coax, and fiber optic items
		S.P. Closure	-6,299.55	varies
		WIM system componenets
		Total for estimate 0032:	-6,720.09
		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	500.00	5.320	2,660.00
COVER CROP SEEDING	ha	5.320	2,660.00
		0.000	0.00
		0.000	0.00
0002                          L020.07	5.00	3,274.000	16,370.00
EROSION CONTROL, TYPE B-1	m2	3,274.000	16,370.00
		7,172.500	35,862.50
		0.000	0.00
0003                          L022.25	13.25	587.000	7,777.75
FABRIC SILT FENCE, TYPE COIR FIBER	m	587.000	7,777.75
		524.800	6,953.60
		0.000	0.00
0004                          0030.10	15,000.00	1.000	15,000.00
MOBILIZATION	LS	1.000	15,000.00
		1.000	15,000.00
		0.000	0.00
0005                          1009.00	12,000.00	1.000	12,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	12,000.00
		1.000	12,000.00
		0.000	0.00
0006                          1010.50	5.00	140.000	700.00
REMOVAL OF UNSUITABLE MATERIAL	m3	140.000	700.00
		569.960	2,849.80
		0.000	0.00
0007                          1011.00	5.00	782.000	3,910.00
WATER	kL	9,687.000	48,435.00
		9,632.883	48,164.42
		0.000	0.00
0008                          1012.00	75.00	18.000	1,350.00
RIGHT-OF-WAY MARKERS	EACH	18.000	1,350.00
		2.000	150.00
		0.000	0.00
0009                          1030.00	10.25	57,918.000	593,659.50
EARTHWORK MEASURED IN EMBANKMENT	m3	0.000	0.00
		0.000	0.01
		0.000	0.00
0010                          1041.00	2.50	88,505.000	221,262.50
SALVAGING AND PLACING TOPSOIL	m2	88,505.000	221,262.50
		68,024.970	170,062.43
		0.000	0.00
0011                          1042.00	3.60	6,837.000	24,613.20
SALVAGING AND PLACING HYDRIC SOIL	m2	6,837.000	24,613.20
		5,575.191	20,070.69
		0.000	0.00
0012                          1101.00	3.90	18,409.000	71,795.10
REMOVE PAVEMENT	m2	18,409.000	71,795.10
		18,581.575	72,468.15
		0.000	0.00
0013                          1111.00	10.00	1,714.000	17,140.00
REMOVE FENCE	m	1,714.000	17,140.00
		1,795.900	17,959.00
		0.000	0.00
0014                          1123.95	3,500.00	1.000	3,500.00
REMOVE SCALE	EACH	1.000	3,500.00
AT STA. 15+65		1.000	3,500.00
		0.000	0.00
0015                          1124.00	9,000.00	1.000	9,000.00
REMOVE BUILDING	EACH	1.000	9,000.00
AT STA. 15+65 RT.		1.000	9,000.00
		0.000	0.00
0016                          1124.01	9,000.00	1.000	9,000.00
REMOVE BUILDING	EACH	1.000	9,000.00
AT STA. 45+65 RT.		1.000	9,000.00
		0.000	0.00
0017                          1125.00	5,500.00	1.000	5,500.00
CLEAR TRACT	EACH	1.000	5,500.00
AT STA. 15+30-16+00 RT.		1.000	5,500.00
		0.000	0.00
0018                          1125.01	5,500.00	1.000	5,500.00
CLEAR TRACT	EACH	1.000	5,500.00
AT STA. 45+30-46+00 RT.		1.000	5,500.00
		0.000	0.00
0019                          1130.00	1,000.00	2.000	2,000.00
REMOVE UNDERGROUND TANK	EACH	2.000	2,000.00
		2.000	2,000.00
		0.000	0.00
0020                          1900.12	8,000.00	1.000	8,000.00
ASBESTOS ABATEMENT	LS	1.000	8,000.00
AT STA. 15+65 RT		1.000	8,000.00
		0.000	0.00
0021                          1900.13	8,000.00	1.000	8,000.00
ASBESTOS ABATEMENT	LS	1.000	8,000.00
AT STA. 45+65 RT		1.000	8,000.00
		0.000	0.00
0022                          6103.00	3.00	5,733.000	17,199.00
GEOGRID	m2	5,733.000	17,199.00
		0.000	0.00
		0.000	0.00
0023                          8090.00	36.00	2,293.000	82,548.00
GRANULAR FILL	m3	2,293.000	82,548.00
		144.960	5,218.56
		0.000	0.00
0153                          1030.00	9.896	0.000	0.00
EARTHWORK MEASURED IN EMBANKMENT	m3	57,918.000	573,156.53
Use of State ROW (VEP)		57,918.000	573,156.53
		0.000	0.00
0171                          L022.30	10.20	0.000	0.00
RESET FABRIC SILT FENCE	m	450.000	4,590.00
Remove and replace silt fence.		488.100	4,978.62
		0.000	0.00
0172                          1030.20	10.25	0.000	0.00
EARTHWORK MEASURED IN EMBANKMENT	m3	2,293.000	23,503.25
At Geogrid locations		2,293.000	23,503.25
		0.000	0.00
GROUP 1 GRADING		Contracted	1,138,485.05
		Current	1,190,600.33
		In place	1,058,897.56
		This Estimate	0.00
GROUP 3 CONCRETE PAVEMENT
0024                          L001.02	2,100.00	5.320	11,172.00
SEEDING, TYPE B	ha	5.320	11,172.00
		9.323	19,578.30
		0.000	0.00
0025                          L010.00	7.00	720.000	5,040.00
SODDING	m2	720.000	5,040.00
		1,252.156	8,765.09
		0.000	0.00
0026                          L032.75	120.00	26.600	3,192.00
MULCH	Mg	26.600	3,192.00
		46.614	5,593.68
		0.000	0.00
0027                          0030.30	30,000.00	1.000	30,000.00
MOBILIZATION	LS	1.000	30,000.00
		1.000	30,000.00
		0.000	0.00
0028                          1020.06	50.00	65.000	3,250.00
FLEXIBLE POST DELINEATOR	EACH	65.000	3,250.00
		347.000	17,350.00
		0.000	0.00
0029                          3008.05	4.00	342.000	1,368.00
TIE BARS	EACH	342.000	1,368.00
		366.000	1,464.00
		0.000	0.00
0030                          3008.15	19.00	120.000	2,280.00
DOWEL BAR RETROFIT	EACH	120.000	2,280.00
		108.000	2,052.00
		0.000	0.00
0031                          3017.40	28.00	92.160	2,580.48
CONCRETE CLASS 47B-20 MEDIAN SURFACING	m2	92.160	2,580.48
		190.668	5,338.71
		0.000	0.00
0032                          3050.15	225.00	124.700	28,057.50
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	124.700	28,057.50
		124.700	28,057.50
		0.000	0.00
0033                          3051.10	1.45	8,053.000	11,676.85
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	8,053.000	11,676.85
		8,053.000	11,676.85
		0.000	0.00
0034                          3075.61	33.00	24,047.000	793,551.00
280 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	24,047.000	793,551.00
		23,920.463	789,375.29
		0.000	0.00
0035                          3075.65	35.70	13,760.000	491,232.00
280 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	13,760.000	491,232.00
		13,835.845	493,939.66
		0.000	0.00
0036                          3210.10	12.00	728.000	8,736.00
DIAMOND GRINDING AND TEXTURING CONCRETE PAVEMENT	m2	728.000	8,736.00
		357.700	4,292.40
		0.000	0.00
0037                          3211.00	16.00	414.000	6,624.00
SEALING TRANSVERSE JOINT	m	414.000	6,624.00
		282.400	4,518.40
		0.000	0.00
0038                          3300.50	0.00	1.000	0.00
PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING	LS	1.000	0.00
		0.000	0.00
		0.000	0.00
0039                          6205.12	175.00	128.400	22,470.00
310 mm PRESTRESSED CONCRETE PILING	m	128.400	22,470.00
		0.000	0.00
		0.000	0.00
0040                          8029.86	2.10	37,807.000	79,394.70
BITUMINOUS FOUNDATION COURSE 150 mm	m2	0.000	0.00
		0.000	0.00
		0.000	0.00
0041                          9111.00	4.00	728.000	2,912.00
WATER	kL	728.000	2,912.00
		0.000	0.00
		0.000	0.00
0042                          9170.00	300.00	70.922	21,276.60
EARTH SHOULDER CONSTRUCTION	StaM	70.922	21,276.60
		70.363	21,108.90
		0.000	0.00
0043                          9173.20	1.00	37,807.000	37,807.00
SUBGRADE PREPARATION	m2	37,807.000	37,807.00
		37,756.308	37,756.31
		0.000	0.00
0164                          8029.86	2.80	0.000	0.00
BITUMINOUS FOUNDATION COURSE 150 mm	m2	37,807.000	105,859.60
( Revised- Provide millings from Maxwell)		37,756.308	105,717.66
		0.000	0.00
0170                          3300.10	2.50	0.000	0.00
CONCRETE SAWING	m	1,184.000	2,960.00
At plan removal locations		1,184.000	2,960.00
		0.000	0.00
0176                          0096.03	-11.00	0.000	0.00
DEDUCTION	m2	126.000	-1,386.00
Deduction for concrete pavement.		126.000	-1,386.00
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	1,562,620.13
		Current	1,590,659.03
		In place	1,588,158.75
		This Estimate	0.00
GROUP 4 CULVERTS
0044                          P120.18	125.00	8.000	1,000.00
450 mm CULVERT PIPE, TYPE 2	m	8.000	1,000.00
		12.400	1,550.00
		0.000	0.00
0045                          P120.24	220.00	1.200	264.00
600 mm CULVERT PIPE, TYPE 2	m	1.200	264.00
		2.800	616.00
		0.000	0.00
0046                          P400.18	75.00	69.300	5,197.50
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	12.700	952.50
		17.300	1,297.50
		0.000	0.00
0047                          P400.24	120.00	104.400	12,528.00
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	89.700	10,764.00
		92.900	11,148.00
		0.000	0.00
0048                          P400.36	167.00	109.000	18,203.00
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	109.000	18,203.00
		112.100	18,720.70
		0.000	0.00
0049                          0030.40	12,000.00	1.000	12,000.00
MOBILIZATION	LS	1.000	12,000.00
		0.910	10,920.00
		0.000	0.00
0050                          1117.00	360.00	1.000	360.00
REMOVE MANHOLE	EACH	1.000	360.00
		1.000	360.00
		0.000	0.00
0051                          4003.00	5.00	263.000	1,315.00
CAST IRON COVER, FRAME, AND FLANGE	kg	263.000	1,315.00
		263.000	1,315.00
		0.000	0.00
0052                          4004.50	5.00	1,172.000	5,860.00
CAST IRON GRATE AND FRAME	kg	1,172.000	5,860.00
		1,172.000	5,860.00
		0.000	0.00
0053                          4016.00	2,800.00	1.000	2,800.00
MANHOLE	EACH	1.000	2,800.00
AT STA. 15+70.1 LT.		1.000	2,800.00
		0.000	0.00
0054                          4035.00	60.00	5.000	300.00
REMOVE FLARED-END SECTION	EACH	5.000	300.00
		3.000	180.00
		0.000	0.00
0055                          4035.25	120.00	3.000	360.00
REMOVE AND SALVAGE FLARED-END SECTION	EACH	3.000	360.00
		2.000	240.00
		0.000	0.00
0056                          4043.00	31.50	14.300	450.45
REMOVE CULVERT PIPE	m	14.300	450.45
		14.300	450.45
		0.000	0.00
0057                          4044.00	3,000.00	1.000	3,000.00
PREPARATION OF STRUCTURE	EACH	1.000	3,000.00
AT STA. 123+37.5		1.000	3,000.00
		0.000	0.00
0058                          4050.01	14.00	417.000	5,838.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	417.000	5,838.00
		437.466	6,124.52
		0.000	0.00
0059                          4051.01	24.00	20.000	480.00
EXCAVATION FOR BOX CULVERTS	m3	229.000	5,496.00
		229.000	5,496.00
		0.000	0.00
0060                          4101.06	450.00	50.230	22,603.50
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	50.230	22,603.50
		53.830	24,223.50
		0.000	0.00
0061                          4105.59	640.00	5.900	3,776.00
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	5.900	3,776.00
		9.600	6,144.00
		0.000	0.00
0062                          4107.07	700.00	1.050	735.00
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	1.050	735.00
		0.320	224.00
		0.000	0.00
0063                          4151.00	2.00	3,355.000	6,710.00
REINFORCING STEEL FOR BOX CULVERT	kg	3,355.000	6,710.00
		3,809.083	7,618.16
		0.000	0.00
0064                          4155.50	2.00	202.000	404.00
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	202.000	404.00
		634.000	1,268.00
		0.000	0.00
0065                          4157.00	2.00	54.000	108.00
REINFORCING STEEL FOR COLLARS	kg	54.000	108.00
		17.000	34.00
		0.000	0.00
0066                          4310.18	200.00	3.000	600.00
450 mm FLARED-END SECTION	EACH	1.000	200.00
		1.000	200.00
		0.000	0.00
0067                          4310.24	225.00	10.000	2,250.00
600 mm FLARED-END SECTION	EACH	8.000	1,800.00
		8.000	1,800.00
		0.000	0.00
0068                          4310.36	465.00	1.000	465.00
900 mm FLARED-END SECTION	EACH	1.000	465.00
		1.000	465.00
		0.000	0.00
0069                          4461.18	550.00	2.000	1,100.00
INSTALL 450 mm CONCRETE FLARED-END SECTION	EACH	1.000	550.00
		1.000	550.00
		0.000	0.00
0070                          4461.24	600.00	1.000	600.00
INSTALL 600 mm CONCRETE FLARED-END SECTION	EACH	1.000	600.00
		1.000	600.00
		0.000	0.00
0154                          4305.18	102.93	0.000	0.00
450 mm ROUND EQUIVALENT CULVERT PIPE	m	56.600	5,825.84
Pipe locations # 5 & # 6.		56.600	5,825.84
		0.000	0.00
0155                          4305.24	133.01	0.000	0.00
600 mm ROUND EQUIVALENT CULVERT PIPE	m	14.700	1,955.25
Pipe location # 11 ( Westbound Ramp R2)		14.700	1,955.25
		0.000	0.00
0156                          4320.18	194.25	0.000	0.00
450 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	2.000	388.50
At pipe locations # 5 & # 6 ( At EB Ramp R1)		2.000	388.50
		0.000	0.00
0157                          4320.24	241.50	0.000	0.00
600 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	2.000	483.00
Pipe location # 11 ( WB ramp R2)		2.000	483.00
		0.000	0.00
0158                          4460.18	840.00	0.000	0.00
450 mm CONCRETE FLARED-END SECTION	EACH	1.000	840.00
Original FES was damaged & had to be replaced.		1.000	840.00
		0.000	0.00
0159                          4051.10	45.00	0.000	0.00
GRANULAR BACKFILL FOR BOX CULVERT	m3	85.500	3,847.50
Station 123+ 37.5 Lt.		18.166	817.47
		0.000	0.00
0168                          4029.95	229.40	0.000	0.00
REMOVE AND RELAY CORRUGATED METAL PIPE	m	21.800	5,000.92
Remove and reset pipe, Includes excavation, mobilization, and remove and reset FES		21.800	5,000.92
		0.000	0.00
GROUP 4 CULVERTS		Contracted	109,307.45
		Current	125,255.46
		In place	128,515.81
		This Estimate	0.00
GROUP 4A CONCRETE BOX CULVERT AT STA. 108+66.8
0071                          0030.40	2,400.00	1.000	2,400.00
MOBILIZATION	LS	1.000	2,400.00
		1.000	2,400.00
		0.000	0.00
0072                          4044.01	2,100.00	1.000	2,100.00
PREPARATION OF STRUCTURE	EACH	1.000	2,100.00
AT STA. 108+66.8		1.000	2,100.00
		0.000	0.00
0073                          4051.01	20.00	105.000	2,100.00
EXCAVATION FOR BOX CULVERTS	m3	105.000	2,100.00
		156.000	3,120.00
		0.000	0.00
0074                          4101.06	450.00	54.700	24,615.00
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	54.700	24,615.00
		52.545	23,645.25
		0.000	0.00
0075                          4151.00	2.00	3,482.000	6,964.00
REINFORCING STEEL FOR BOX CULVERT	kg	3,482.000	6,964.00
		3,339.000	6,678.00
		0.000	0.00
0169                          4051.10	45.00	0.000	0.00
GRANULAR BACKFILL FOR BOX CULVERT	m3	27.000	1,215.00
Sta. 108+66 Rt		27.000	1,215.00
		0.000	0.00
GROUP 4A CONCRETE BOX CULVERT AT STA. 108+66.8		Contracted	38,179.00
		Current	39,394.00
		In place	39,158.25
		This Estimate	0.00
GROUP 7B FENCE
0076                          0030.71	1,200.00	1.000	1,200.00
MOBILIZATION	LS	1.000	1,200.00
		1.000	1,200.00
		0.000	0.00
0077                          7100.00	31.00	1,993.500	61,798.50
RIGHT-OF-WAY FENCE	m	1,993.500	61,798.50
		1,990.100	61,693.10
		0.000	0.00
0078                          7101.00	300.00	1.000	300.00
PRIVATE FENCE TERMINALS	EACH	1.000	300.00
		1.000	300.00
		0.000	0.00
0079                          7102.02	1,800.00	1.000	1,800.00
CHANNEL CROSSING, TYPE"B"	EACH	1.000	1,800.00
		2.000	3,600.00
		0.000	0.00
0080                          7103.00	240.00	12.000	2,880.00
END POSTS	EACH	12.000	2,880.00
		12.000	2,880.00
		0.000	0.00
0081                          7104.00	240.00	11.000	2,640.00
PULL POSTS	EACH	11.000	2,640.00
		11.000	2,640.00
		0.000	0.00
0082                          7105.00	240.00	10.000	2,400.00
CORNER POSTS	EACH	10.000	2,400.00
		8.000	1,920.00
		0.000	0.00
0083                          7106.12	500.00	2.000	1,000.00
3.7 m VEHICLE GATE	EACH	2.000	1,000.00
		2.000	1,000.00
		0.000	0.00
GROUP 7B FENCE		Contracted	74,018.50
		Current	74,018.50
		In place	75,233.10
		This Estimate	0.00
GROUP 8A BUILDING CONSTRUCTION
0084                          0030.80	185,000.00	1.000	185,000.00
MOBILIZATION	LS	1.000	185,000.00
		1.000	185,000.00
		0.000	0.00
0085                          5500.00	636,000.00	1.000	636,000.00
SCALE BUILDING	EACH	1.000	636,000.00
AT STA. 15+69.7 RT.(STEEL ROOF DESIGN)		1.000	636,000.00
		0.000	0.00
0086                          5500.01	636,000.00	1.000	636,000.00
SCALE BUILDING	EACH	1.000	636,000.00
AT STA. 45+69.0 RT.(STEEL ROOF DESIGN)		1.000	636,000.00
		0.000	0.00
0087                          5500.10	164,000.00	1.000	164,000.00
INSPECTION BUILDING	EACH	1.000	164,000.00
AT STA. 15+69.7 RT.		1.000	164,000.00
		0.000	0.00
0088                          5500.11	164,000.00	1.000	164,000.00
INSPECTION BUILDING	EACH	1.000	164,000.00
AT STA. 45+69.0 RT.		1.000	164,000.00
		0.000	0.00
0089                          5820.55	186,000.00	1.000	186,000.00
STATIC TRUCK SCALE	EACH	1.000	186,000.00
AT STA. 15+69.7 RT.		1.000	186,000.00
		0.000	0.00
0090                          5820.60	8,000.00	1.000	8,000.00
TRACKING SYSTEM	EACH	1.000	8,000.00
AT STA. 107+80		0.990	7,920.00
		0.000	0.00
0091                          5821.10	300,000.00	1.000	300,000.00
WEIGH-IN-MOTION SYSTEM	EACH	1.000	300,000.00
AT STA. 133+89		0.990	297,000.00
		0.000	0.00
0092                          5822.00	34,500.00	1.000	34,500.00
DEWATERING EASTBOUND SCALE PIT	LS	1.000	34,500.00
		1.000	34,500.00
		0.000	0.00
0093                          5822.02	10,000.00	1.000	10,000.00
DEWATERING EASTBOUND INSPECTION PIT	LS	1.000	10,000.00
		0.000	0.00
		0.000	0.00
0094                          5822.03	10,000.00	1.000	10,000.00
DEWATERING WESTBOUND INSPECTION PIT	LS	1.000	10,000.00
		0.000	0.00
		0.000	0.00
0160                          6960.02	3,159.50	0.000	0.00
ADDITIONAL WORK	LS	1.000	3,159.50
Install drain system for the WB static scale.		1.000	3,159.50
		0.000	0.00
0161                          6960.02	1,869.00	0.000	0.00
ADDITIONAL WORK	LS	1.000	1,869.00
Additional data and electrical outlets in scale buildings.		1.000	1,869.00
		0.000	0.00
0162                          7390.20	-575.00	0.000	0.00
REVISION	LS	1.000	-575.00
Revision to overhead doors in inspection buildings.		1.000	-575.00
		0.000	0.00
0163                          7390.20	-3,127.00	0.000	0.00
REVISION	LS	1.000	-3,127.00
Eliminate security fixtures, and install standard fixtures in the Public use restrooms.		1.000	-3,127.00
		0.000	0.00
0165                          6960.02	3,108.00	0.000	0.00
ADDITIONAL WORK	LS	1.000	3,108.00
Add windows to Office/link #113		1.000	3,108.00
		0.000	0.00
0166                          6960.02	1,140.30	0.000	0.00
ADDITIONAL WORK	LS	1.000	1,140.30
Added doors on the cabinets at the work duty station.		1.000	1,140.30
		0.000	0.00
0167                          7390.20	736.00	0.000	0.00
REVISION	LS	1.000	736.00
Revisions to steel lintel sizes and dimensions.		1.000	736.00
		0.000	0.00
0173                          6960.02	1,963.50	0.000	0.00
ADDITIONAL WORK	LS	1.000	1,963.50
Pipe bollards, plywood, trench drains, sidewalk,insect screens, and cove base.		1.000	1,963.50
		0.000	0.00
0174                          6960.02	3,624.60	0.000	0.00
ADDITIONAL WORK	LS	1.000	3,624.60
Wiring for existing WB static scale.		1.000	3,624.60
		0.000	0.00
GROUP 8A BUILDING CONSTRUCTION		Contracted	2,333,500.00
		Current	2,345,398.90
		In place	2,322,318.90
		This Estimate	0.00
GROUP 8B ELECTRICAL
0095                          A001.12	380.00	80.000	30,400.00
PULL BOX, TYPE PB-5	EACH	80.000	30,400.00
		83.000	31,540.00
		0.000	0.00
0096                          A001.16	420.00	34.000	14,280.00
PULL BOX, TYPE PB-6	EACH	34.000	14,280.00
		35.000	14,700.00
		0.000	0.00
0097                          A001.50	700.00	2.000	1,400.00
PULL BOX	EACH	2.000	1,400.00
TYPE 610 X 914 X 457		2.000	1,400.00
		0.000	0.00
0098                          A008.72	2,400.00	38.000	91,200.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-0.3-0.25	EACH	38.000	91,200.00
		38.000	91,200.00
		0.000	0.00
0099                          A009.41	1,800.00	1.000	1,800.00
STREET LIGHTING UNIT, TYPE SL-BT-13.7-0-0.00	EACH	1.000	1,800.00
		1.000	1,800.00
		0.000	0.00
0100                          A009.93	2,100.00	46.000	96,600.00
STREET LIGHTING UNIT, TYPE SL-A-12.2-0.3-0.25	EACH	46.000	96,600.00
		46.000	96,600.00
		0.000	0.00
0101                          A010.86	660.00	6.000	3,960.00
LOW MOUNT LIGHTING UNIT	EACH	6.000	3,960.00
		6.000	3,960.00
		0.000	0.00
0102                          A020.17	2,300.00	1.000	2,300.00
LIGHTING CONTROL CENTER, TYPE P	EACH	1.000	2,300.00
		1.000	2,300.00
		0.000	0.00
0103                          A020.48	1,700.00	5.000	8,500.00
LIGHTING CONTROL CENTER, TYPE PD	EACH	5.000	8,500.00
		5.000	8,500.00
		0.000	0.00
0104                          A069.10	54.00	92.000	4,968.00
38 mm CONDUIT ON STRUCTURE	m	92.000	4,968.00
		100.000	5,400.00
		0.000	0.00
0105                          A069.11	59.00	92.000	5,428.00
50 mm CONDUIT ON STRUCTURE	m	92.000	5,428.00
		100.000	5,900.00
		0.000	0.00
0106                          A069.14	7.75	93.000	720.75
25 mm CONDUIT IN TRENCH	m	93.000	720.75
		78.000	604.50
		0.000	0.00
0107                          A070.10	8.00	8,528.000	68,224.00
38 mm CONDUIT IN TRENCH	m	8,528.000	68,224.00
		8,896.000	71,168.00
		0.000	0.00
0108                          A070.14	9.00	5,414.000	48,726.00
50 mm CONDUIT IN TRENCH	m	5,414.000	48,726.00
		5,762.000	51,858.00
		0.000	0.00
0109                          A070.18	11.00	130.000	1,430.00
75 mm CONDUIT IN TRENCH	m	130.000	1,430.00
		153.000	1,683.00
		0.000	0.00
0110                          A072.10	8.00	375.000	3,000.00
38 mm CONDUIT UNDER ROADWAY	m	375.000	3,000.00
		0.000	0.00
		0.000	0.00
0111                          A072.14	9.00	142.000	1,278.00
50 mm CONDUIT UNDER ROADWAY	m	142.000	1,278.00
		0.000	0.00
		0.000	0.00
0112                          A072.18	11.00	51.000	561.00
75 mm CONDUIT UNDER ROADWAY	m	51.000	561.00
		0.000	0.00
		0.000	0.00
0113                          A074.14	60.00	26.000	1,560.00
50 mm CONDUIT, JACKED	m	26.000	1,560.00
		0.000	0.00
		0.000	0.00
0114                          A074.18	66.00	26.000	1,716.00
75 mm CONDUIT, JACKED	m	26.000	1,716.00
		77.000	5,082.00
		0.000	0.00
0115                          A079.15	9.00	2,847.000	25,623.00
FIBER OPTIC CABLE	m	2,847.000	25,623.00
		2,704.000	24,336.00
		0.000	0.00
0116                          A079.16	3.60	390.000	1,404.00
CMS POWER AND SIGNAL CABLE	m	390.000	1,404.00
		256.000	921.60
		0.000	0.00
0117                          A079.17	2.90	260.000	754.00
CAMERA POWER AND SIGNAL CABLE	m	260.000	754.00
		179.000	519.10
		0.000	0.00
0118                          A079.18	1.80	1,904.000	3,427.20
LOOP LEADS	m	1,904.000	3,427.20
		1,604.000	2,887.21
		0.000	0.00
0119                          A079.19	2.80	337.000	943.60
PIEZO LEADS	m	337.000	943.60
		510.000	1,427.99
		0.000	0.00
0120                          A080.10	2.80	230.000	644.00
STREET LIGHTING CABLE, NO. 2 USE	m	230.000	644.00
		317.000	887.60
		0.000	0.00
0121                          A080.11	2.40	115.000	276.00
STREET LIGHTING CABLE, NO. 2 BARE	m	115.000	276.00
		158.000	379.20
		0.000	0.00
0122                          A080.22	0.80	8,597.000	6,877.60
STREET LIGHTING CABLE, NO. 6 BARE	m	8,597.000	6,877.60
		9,170.000	7,335.99
		0.000	0.00
0123                          A080.24	1.10	17,194.000	18,913.40
STREET LIGHTING CABLE, NO. 6 USE	m	17,194.000	18,913.40
		18,340.000	20,174.01
		0.000	0.00
0124                          A080.35	1.65	600.000	990.00
STREET LIGHTING CABLE, NO. 10 USE	m	600.000	990.00
		493.000	813.45
		0.000	0.00
0125                          A080.38	1.50	300.000	450.00
STREET LIGHTING CABLE, NO. 10 BARE	m	300.000	450.00
		247.000	370.50
		0.000	0.00
0126                          A600.00	420.00	36.000	15,120.00
REMOVE LIGHTING UNIT	EACH	36.000	15,120.00
		36.000	15,120.00
		0.000	0.00
0127                          A630.20	300.00	12.000	3,600.00
REMOVE PULL BOX	EACH	12.000	3,600.00
		13.000	3,900.00
		0.000	0.00
0128                          0030.81	10,000.00	1.000	10,000.00
MOBILIZATION	LS	1.000	10,000.00
		1.000	10,000.00
		0.000	0.00
0177                          A612.10	4,305.00	0.000	0.00
REMOVE AND REINSTALL STREET LIGHTING UNIT	EACH	1.000	4,305.00
Moved from Sta. 131+90 to Sta. 131+55.		1.000	4,305.00
		1.000	4,305.00
GROUP 8B ELECTRICAL		Contracted	477,074.55
		Current	481,379.55
		In place	487,073.15
		This Estimate	4,305.00
GROUP 8C SIGNING
0129                          A007.15	600.00	21.000	12,600.00
VEHICLE DETECTOR, TYPE TD-5	EACH	21.000	12,600.00
		21.000	12,600.00
		0.000	0.00
0130                          0030.82	5,500.00	1.000	5,500.00
MOBILIZATION	LS	1.000	5,500.00
		1.000	5,500.00
		0.000	0.00
0131                          7320.00	1,600.00	2.000	3,200.00
INSTALL SIGN	EACH	2.000	3,200.00
		2.000	3,200.00
		0.000	0.00
0132                          7322.01	300.00	37.060	11,118.00
TYPE B SIGN	m2	37.060	11,118.00
		37.060	11,118.00
		0.000	0.00
0133                          7340.00	4.50	1,819.400	8,187.30
STRUCTURAL STEEL FOR SIGN SUPPORTS	kg	1,819.400	8,187.30
		2,280.080	10,260.36
		0.000	0.00
0134                          7360.24	575.00	20.000	11,500.00
600 mm SIGN SUPPORT FOOTING	EACH	20.000	11,500.00
		20.000	11,500.00
		0.000	0.00
0135                          7390.10	600.00	4.000	2,400.00
REMOVE SIGN, POST, AND FOOTING	EACH	4.000	2,400.00
		5.000	3,000.00
		0.000	0.00
0136                          7500.42	310.00	2.000	620.00
HANDICAPPED SYMBOL PREFORMED PAVEMENT MARKING, TYPE 4	EACH	2.000	620.00
		2.000	620.00
		0.000	0.00
0137                          7502.14	9.00	4,700.000	42,300.00
100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	m	4,700.000	42,300.00
		4,256.800	38,311.20
		0.000	0.00
0138                          7503.14	9.00	3,500.000	31,500.00
100 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	m	3,500.000	31,500.00
		3,429.500	30,865.50
		0.000	0.00
0139                          7508.14	25.00	750.000	18,750.00
300 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	m	750.000	18,750.00
		819.700	20,492.50
		0.000	0.00
GROUP 8C SIGNING		Contracted	147,675.30
		Current	147,675.30
		In place	147,467.56
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0140                          0001.08	0.50	900.000	450.00
BARRICADE, TYPE II	BDAY	900.000	450.00
		6,035.000	3,017.50
		0.000	0.00
0141                          0001.10	3.00	1,314.000	3,942.00
BARRICADE, TYPE III	BDAY	1,314.000	3,942.00
		5,195.000	15,585.00
		0.000	0.00
0142                          0001.30	1.20	1,284.000	1,540.80
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	1,284.000	1,540.80
		1,899.000	2,278.80
		0.000	0.00
0143                          0001.75	9.00	360.000	3,240.00
TEMPORARY SIGN DAY	EACH	360.000	3,240.00
		414.000	3,726.00
		0.000	0.00
0144                          0001.90	2.00	9,630.000	19,260.00
SIGN DAY	EACH	9,630.000	19,260.00
		9,642.000	19,284.00
		0.000	0.00
0145                          0002.97	90.00	30.000	2,700.00
FLASHING ARROW PANEL	DAY	30.000	2,700.00
		39.000	3,510.00
		0.000	0.00
0146                          0003.10	125.00	20.000	2,500.00
FLAGGING	DAY	20.000	2,500.00
		0.000	0.00
		0.000	0.00
0147                          0010.04	3,500.00	1.000	3,500.00
FIELD OFFICE	EACH	1.000	3,500.00
		0.000	0.00
		0.000	0.00
0148                          0030.00	10,000.00	1.000	10,000.00
MOBILIZATION	LS	1.000	10,000.00
		1.000	10,000.00
		0.000	0.00
0149                          9110.01	75.00	10.000	750.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	10.000	750.00
		23.500	1,762.50
		0.000	0.00
0150                          9110.03	50.00	10.000	500.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	10.000	500.00
		27.750	1,387.50
		0.000	0.00
0151                          9110.07	30.00	10.000	300.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	10.000	300.00
		0.000	0.00
		0.000	0.00
0152                          9110.09	90.00	10.000	900.00
RENTAL OF TRACTOR AND SCRAPER, FULLY OPERATED	HOUR	10.000	900.00
		50.500	4,545.00
		0.000	0.00
0175                          0001.00	500.00	0.000	0.00
SURVEILLANCE OF TEMPORARY TRAFFIC CONTROL DEVICES	CDAY	18.000	9,000.00
Surveillance for overnight lane closures.		18.000	9,000.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	49,582.80
		Current	58,582.80
		In place	74,096.30
		This Estimate	0.00
Totals for contract		Contracted	5,930,442.78
		Current	6,052,963.86
		In place	5,920,919.38
		This Estimate	4,305.00