Contractor Payments

	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	2252 PAULSEN, INC.
Contract ID:	6977X
Estimate Number:	0019
Pay Period End Date:	05.18.2002

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	$2,767,791.87	$2,674,584.07	$93,207.80
$5,943,662.30	Stockpiled Materials	$111,145.37	$115,064.45	$-3,919.08
Original Contract Amt	Gross Earnings	$2,878,937.24	$2,789,648.52	$89,288.72
$5,930,442.78	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
46.57%	Net Earnings	$2,853,937.24	$2,764,648.52	$89,288.72
	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	$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	$2,365.26	$2,365.26	$.00
	Payment	$2,856,302.50	$2,767,013.78	$89,288.72
Project Manager			Div. Head/Dist. Eng.
Thomsen, Toby	05.20.2002		O'Donnell, Les	05.20.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	05.20.2002
Controller Div. Processed
Burling, Laurie	05.21.2002

		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
		Total remaining for contract:	111,145.37

			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
		0.000	0.00
		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
		514.000	6,810.50
		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	782.000	3,910.00
		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
		0.000	0.00
		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
		66,380.000	165,950.00
		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
		5,575.000	20,070.00
		0.000	0.00

0012 1101.00	3.90	18,409.000	71,795.10
REMOVE PAVEMENT	m2	18,409.000	71,795.10
		17,313.653	67,523.25
		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

GROUP 1 GRADING		Contracted	1,138,485.05
		Current	1,117,982.08
		In place	985,202.07
		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
		0.000	0.00
		0.000	0.00

0025 L010.00	7.00	720.000	5,040.00
SODDING	m2	720.000	5,040.00
		0.000	0.00
		0.000	0.00

0026 L032.75	120.00	26.600	3,192.00
MULCH	Mg	26.600	3,192.00
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00

0029 3008.05	4.00	342.000	1,368.00
TIE BARS	EACH	342.000	1,368.00
		0.000	0.00
		0.000	0.00

0030 3008.15	19.00	120.000	2,280.00
DOWEL BAR RETROFIT	EACH	120.000	2,280.00
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		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
		2,315.083	82,648.46
		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
		0.000	0.00
		0.000	0.00

0037 3211.00	16.00	414.000	6,624.00
SEALING TRANSVERSE JOINT	m	414.000	6,624.00
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00

0043 9173.20	1.00	37,807.000	37,807.00
SUBGRADE PREPARATION	m2	37,807.000	37,807.00
		28,000.000	28,000.00
		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)		26,075.000	73,010.00
		0.000	0.00

GROUP 3 CONCRETE PAVEMENT		Contracted	1,562,620.13
		Current	1,589,085.03
		In place	213,658.46
		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
		5.000	300.00
		3.000	180.00

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
		452.466	6,334.52
		0.000	0.00

0059 4051.01	24.00	20.000	480.00
EXCAVATION FOR BOX CULVERTS	m3	20.000	480.00
		229.000	5,496.00
		7.663	183.91

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

GROUP 4 CULVERTS		Contracted	109,307.45
		Current	115,238.54
		In place	123,844.89
		This Estimate	363.91

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

GROUP 4A CONCRETE BOX CULVERT AT STA. 108+66.8		Contracted	38,179.00
		Current	38,179.00
		In place	37,943.25
		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
		1,377.100	42,690.10
		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
		0.000	0.00
		0.000	0.00

0080 7103.00	240.00	12.000	2,880.00
END POSTS	EACH	12.000	2,880.00
		10.000	2,400.00
		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
		0.000	0.00
		0.000	0.00

GROUP 7B FENCE		Contracted	74,018.50
		Current	74,018.50
		In place	51,150.10
		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)		0.380	241,680.00
		0.040	25,440.00

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)		0.600	381,600.00
		0.040	25,440.00

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.		0.420	68,880.00
		0.040	6,560.00

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.		0.700	114,800.00
		0.040	6,560.00

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.		0.900	167,400.00
		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		0.000	0.00
		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		0.000	0.00
		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
		0.000	0.00
		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

GROUP 8A BUILDING CONSTRUCTION		Contracted	2,333,500.00
		Current	2,334,826.50
		In place	1,160,686.50
		This Estimate	64,000.00

GROUP 8B ELECTRICAL
0095 A001.12	380.00	80.000	30,400.00
PULL BOX, TYPE PB-5	EACH	80.000	30,400.00
		34.000	12,920.00
		6.000	2,280.00

0096 A001.16	420.00	34.000	14,280.00
PULL BOX, TYPE PB-6	EACH	34.000	14,280.00
		14.000	5,880.00
		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		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00

0101 A010.86	660.00	6.000	3,960.00
LOW MOUNT LIGHTING UNIT	EACH	6.000	3,960.00
		0.000	0.00
		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
		3.000	5,100.00
		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
		32.000	1,728.00
		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
		32.000	1,888.00
		0.000	0.00

0106 A069.14	7.75	93.000	720.75
25 mm CONDUIT IN TRENCH	m	93.000	720.75
		0.000	0.00
		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
		6,314.951	50,519.61
		577.000	4,616.00

0108 A070.14	9.00	5,414.000	48,726.00
50 mm CONDUIT IN TRENCH	m	5,414.000	48,726.00
		3,574.514	32,170.63
		1,355.000	12,195.00

0109 A070.18	11.00	130.000	1,430.00
75 mm CONDUIT IN TRENCH	m	130.000	1,430.00
		103.000	1,133.00
		10.808	118.89

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
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00

0117 A079.17	2.90	260.000	754.00
CAMERA POWER AND SIGNAL CABLE	m	260.000	754.00
		0.000	0.00
		0.000	0.00

0118 A079.18	1.80	1,904.000	3,427.20
LOOP LEADS	m	1,904.000	3,427.20
		0.000	0.00
		0.000	0.00

0119 A079.19	2.80	337.000	943.60
PIEZO LEADS	m	337.000	943.60
		0.000	0.00
		0.000	0.00

0120 A080.10	2.80	230.000	644.00
STREET LIGHTING CABLE, NO. 2 USE	m	230.000	644.00
		0.000	0.00
		0.000	0.00

0121 A080.11	2.40	115.000	276.00
STREET LIGHTING CABLE, NO. 2 BARE	m	115.000	276.00
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00

0124 A080.35	1.65	600.000	990.00
STREET LIGHTING CABLE, NO. 10 USE	m	600.000	990.00
		0.000	0.00
		0.000	0.00

0125 A080.38	1.50	300.000	450.00
STREET LIGHTING CABLE, NO. 10 BARE	m	300.000	450.00
		0.000	0.00
		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

GROUP 8B ELECTRICAL		Contracted	477,074.55
		Current	477,074.55
		In place	142,659.24
		This Estimate	19,209.89

GROUP 8C SIGNING
0129 A007.15	600.00	21.000	12,600.00
VEHICLE DETECTOR, TYPE TD-5	EACH	21.000	12,600.00
		0.000	0.00
		0.000	0.00

0130 0030.82	5,500.00	1.000	5,500.00
MOBILIZATION	LS	1.000	5,500.00
		0.500	2,750.00
		0.500	2,750.00

0131 7320.00	1,600.00	2.000	3,200.00
INSTALL SIGN	EACH	2.000	3,200.00
		0.000	0.00
		0.000	0.00

0132 7322.01	300.00	37.060	11,118.00
TYPE B SIGN	m2	37.060	11,118.00
		0.000	0.00
		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
		0.000	0.00
		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
		10.000	5,750.00
		10.000	5,750.00

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
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00

GROUP 8C SIGNING		Contracted	147,675.30
		Current	147,675.30
		In place	11,500.00
		This Estimate	8,500.00

GROUP 10 GENERAL ITEMS
0140 0001.08	0.50	900.000	450.00
BARRICADE, TYPE II	BDAY	900.000	450.00
		2,687.000	1,343.50
		504.000	252.00

0141 0001.10	3.00	1,314.000	3,942.00
BARRICADE, TYPE III	BDAY	1,314.000	3,942.00
		3,913.000	11,739.00
		98.000	294.00

0142 0001.30	1.20	1,284.000	1,540.80
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	1,284.000	1,540.80
		1,484.000	1,780.80
		70.000	84.00

0143 0001.75	9.00	360.000	3,240.00
TEMPORARY SIGN DAY	EACH	360.000	3,240.00
		14.000	126.00
		0.000	0.00

0144 0001.90	2.00	9,630.000	19,260.00
SIGN DAY	EACH	9,630.000	19,260.00
		6,694.000	13,388.00
		252.000	504.00

0145 0002.97	90.00	30.000	2,700.00
FLASHING ARROW PANEL	DAY	30.000	2,700.00
		10.000	900.00
		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
		0.500	5,000.00
		0.000	0.00

0149 9110.01	75.00	10.000	750.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	10.000	750.00
		18.500	1,387.50
		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
		45.500	4,095.00
		0.000	0.00

GROUP 10 GENERAL ITEMS		Contracted	49,582.80
		Current	49,582.80
		In place	41,147.30
		This Estimate	1,134.00

Totals for contract		Contracted	5,930,442.78
		Current	5,943,662.29
		In place	2,767,791.81
		This Estimate	93,207.80