Contractor Payments

	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	1416 LUXA CONSTRUCTION COMPANY, INCORPORATED
Contract ID:	2256A
Estimate Number:	0045
Pay Period End Date:	07.29.2003

Contract Location:
172ND STREET TO US-6	Estimate Type:	PROG

Contractor:
LUXA CONSTRUCTION COMPANY, INCORPORATED	Date Let:	02.22.2001
925 EAST DIXON ROAD	Date Awarded:	03.01.2001
PO BOX 105	Date Contract Executed:	03.07.2001
	Date Notice to Proceed:	03.07.2001
BLAIR NE 68008	Date Work Began:	04.02.2001
Phone:	Date Physical Work Completed:
(402)426-6600	Date Accepted:
Escrow Agent:

Surety Co:
ST. PAUL FIRE AND MARINE INSURANCE COMPANY

Counties
DOUGLAS

Project Number		PCT			Fed State Project Number		Description
20256A 000		0.000			EACSTPD-275-7(149)		GR CP CULV SEED ELEC

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$5,956,597.04	$5,888,743.61	$67,853.43
$5,674,921.46	Stockpiled Materials	$-.02	$333.98	$-334.00
Original Contract Amt	Gross Earnings	$5,956,597.02	$5,889,077.59	$67,519.43
$5,463,551.55	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
104.96%	Net Earnings	$5,931,597.02	$5,864,077.59	$67,519.43
	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	$-736.78	$-736.78	$.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	-$736.78	-$736.78	$.00
	Payment	$5,930,860.24	$5,863,340.81	$67,519.43
Project Manager			Div. Head/Dist. Eng.
Zelensky, Rich	07.30.2003		Lech, Marvin (Marv)	07.31.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	07.31.2003
Controller Div. Processed
Burling, Laurie	08.01.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0014
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0045	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	64,578.25	963950
		Dowel Baskets for Cocn Pavement
		S.P. Adjustment	-1,330.31	963950
		Dowel Baskets for Cocn Pavement
		Total for estimate 0014:	63,247.94
Est Nbr:	0018
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0132	A001.01	PULL BOX, TYPE PB-1
		S.P. Initial Payment	6,012.00	109248
		pb-1
0133	A001.02	PULL BOX, TYPE PB-1A
		S.P. Initial Payment	6,985.00	109248
		pb-1a
0134	A001.06	PULL BOX, TYPE PB-2A
		S.P. Initial Payment	800.00	109248
		pb-2a
0139	A004.20	TRAFFIC SIGNAL, TYPE TS-1L
		S.P. Initial Payment	8,640.00	33045
		ts-1l
0141	A005.25	TRAFFIC SIGNAL CONTROLLER, TYPE TC-170
		S.P. Initial Payment	41,523.00	32839
		tc-170
0142	A006.15	PEDESTRIAN SIGNAL, TYPE PS-1
		S.P. Initial Payment	7,618.00	32729
		ps-1
0144	A006.85	PEDESTAL POLE, TYPE PP-3.0
		S.P. Initial Payment	760.00	33052
		pp-3.0
0148	A009.59	STREET LIGHTING UNIT, TYPE SL-BT-13.7-3.7-0.20
		S.P. Initial Payment	3,010.00	16250-99
		sl-bt-13.7-3.7-0.20
0149	A012.05	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
		S.P. Initial Payment	15,103.12	840164
		cmp-14-3.7
0150	A012.60	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
		S.P. Initial Payment	3,894.74	840164
		cmp-15.5-3.7
0151	A012.90	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
		S.P. Initial Payment	50,237.88	840164
		cmp-18.5-3.7
0152	A012.95	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
		S.P. Initial Payment	9,341.04	840164
		cmp-20-3.7
0153	A012.98	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE
		S.P. Initial Payment	24,471.56	840164
		cmp-21.5-3.7
0154	A016.55	MAST ARM SIGNAL POLE, TYPE MP-11
		S.P. Initial Payment	6,829.46	840164
		mp-11
0155	A016.85	MAST ARM SIGNAL POLE, TYPE MP-20
		S.P. Initial Payment	7,467.36	840164
		mp-20
		Total for estimate 0018:	192,693.16
Est Nbr:	0020
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0027	3017.50	INTERLOCKING CONCRETE PAVER BLOCK
		S.P. Initial Payment	170,522.76	10025280
		interlocking conc. paver block.
		Total for estimate 0020:	170,522.76
Est Nbr:	0022
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0133	A001.02	PULL BOX, TYPE PB-1A
		S.P. Adjustment	-762.00	109248
		pb-1a
		Total for estimate 0022:	-762.00
Est Nbr:	0025
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0133	A001.02	PULL BOX, TYPE PB-1A
		S.P. Adjustment	-1,016.00	109248
		pb-1a
0148	A009.59	STREET LIGHTING UNIT, TYPE SL-BT-13.7-3.7-0.20
		S.P. Adjustment	-645.00	16250-99
		sl-bt-13.7-3.7-0.20
0149	A012.05	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
		S.P. Adjustment	-2,831.84	840164
		cmp-14-3.7
0151	A012.90	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
		S.P. Adjustment	-16,147.89	840164
		cmp-18.5-3.7
0152	A012.95	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
		S.P. Adjustment	-7,005.78	840164
		cmp-20-3.7
0153	A012.98	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE
		S.P. Adjustment	-4,588.42	840164
		cmp-21.5-3.7
		Total for estimate 0025:	-32,234.93
Est Nbr:	0029
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0027	3017.50	INTERLOCKING CONCRETE PAVER BLOCK
		S.P. Adjustment	-70,617.87	10025280
		interlocking conc. paver block.
		Total for estimate 0029:	-70,617.87
Est Nbr:	0030
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0027	3017.50	INTERLOCKING CONCRETE PAVER BLOCK
		S.P. Adjustment	-99,904.89	10025280
		interlocking conc. paver block.
0045	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-13,592.56	963950
		Dowel Baskets for Cocn Pavement
		Total for estimate 0030:	-113,497.45
Est Nbr:	0031
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0045	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-15,489.51	963950
		Dowel Baskets for Cocn Pavement
		Total for estimate 0031:	-15,489.51
Est Nbr:	0032
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0045	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-16,338.30	963950
		Dowel Baskets for Cocn Pavement
0132	A001.01	PULL BOX, TYPE PB-1
		S.P. Adjustment	-1,837.00	109248
		pb-1
0133	A001.02	PULL BOX, TYPE PB-1A
		S.P. Adjustment	-508.00	109248
		pb-1a
0134	A001.06	PULL BOX, TYPE PB-2A
		S.P. Adjustment	-400.00	109248
		pb-2a
0139	A004.20	TRAFFIC SIGNAL, TYPE TS-1L
		S.P. Adjustment	-4,800.00	33045
		ts-1l
0142	A006.15	PEDESTRIAN SIGNAL, TYPE PS-1
		S.P. Adjustment	-3,223.00	32729
		ps-1
0148	A009.59	STREET LIGHTING UNIT, TYPE SL-BT-13.7-3.7-0.20
		S.P. Adjustment	-860.00	16250-99
		sl-bt-13.7-3.7-0.20
0149	A012.05	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
		S.P. Adjustment	-943.95	840164
		cmp-14-3.7
0151	A012.90	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
		S.P. Adjustment	-10,765.26	840164
		cmp-18.5-3.7
0153	A012.98	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE
		S.P. Adjustment	-7,647.36	840164
		cmp-21.5-3.7
0154	A016.55	MAST ARM SIGNAL POLE, TYPE MP-11
		S.P. Adjustment	-5,122.10	840164
		mp-11
		Total for estimate 0032:	-52,444.97
Est Nbr:	0034
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0045	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-13,145.94	963950
		Dowel Baskets for Cocn Pavement
		Total for estimate 0034:	-13,145.94
Est Nbr:	0035
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0045	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-4,681.63	963950
		Dowel Baskets for Cocn Pavement
0148	A009.59	STREET LIGHTING UNIT, TYPE SL-BT-13.7-3.7-0.20
		S.P. Adjustment	-215.00	16250-99
		sl-bt-13.7-3.7-0.20
0149	A012.05	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
		S.P. Adjustment	-7,551.56	840164
		cmp-14-3.7
		Total for estimate 0035:	-12,448.19
Est Nbr:	0036
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0132	A001.01	PULL BOX, TYPE PB-1
		S.P. Adjustment	-1,169.00	109248
		pb-1
0133	A001.02	PULL BOX, TYPE PB-1A
		S.P. Adjustment	508.00	109248
		pb-1a
0139	A004.20	TRAFFIC SIGNAL, TYPE TS-1L
		S.P. Adjustment	-960.00	33045
		ts-1l
0151	A012.90	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
		S.P. Adjustment	-8,971.05	840164
		cmp-18.5-3.7
0152	A012.95	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
		S.P. Adjustment	-2,335.26	840164
		cmp-20-3.7
0153	A012.98	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE
		S.P. Adjustment	-6,117.89	840164
		cmp-21.5-3.7
0154	A016.55	MAST ARM SIGNAL POLE, TYPE MP-11
		S.P. Adjustment	-1,707.37	840164
		mp-11
		Total for estimate 0036:	-20,752.57
Est Nbr:	0038
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0132	A001.01	PULL BOX, TYPE PB-1
		S.P. Adjustment	-501.00	109248
		pb-1
0133	A001.02	PULL BOX, TYPE PB-1A
		S.P. Adjustment	-889.00	109248
		pb-1a
0142	A006.15	PEDESTRIAN SIGNAL, TYPE PS-1
		S.P. Adjustment	-1,172.00	32729
		ps-1
0153	A012.98	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE
		S.P. Adjustment	-6,117.89	840164
		cmp-21.5-3.7
		Total for estimate 0038:	-8,679.89
Est Nbr:	0041
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0139	A004.20	TRAFFIC SIGNAL, TYPE TS-1L
		S.P. Adjustment	-2,880.00	33045
		ts-1l
0141	A005.25	TRAFFIC SIGNAL CONTROLLER, TYPE TC-170
		S.P. Adjustment	-41,523.00	32839
		tc-170
0142	A006.15	PEDESTRIAN SIGNAL, TYPE PS-1
		S.P. Adjustment	-2,637.00	32729
		ps-1
0148	A009.59	STREET LIGHTING UNIT, TYPE SL-BT-13.7-3.7-0.20
		S.P. Adjustment	-1,290.00	16250-99
		sl-bt-13.7-3.7-0.20
0149	A012.05	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
		S.P. Adjustment	3,775.78	840164
		cmp-14-3.7
0150	A012.60	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
		S.P. Adjustment	-3,894.74	840164
		cmp-15.5-3.7
0155	A016.85	MAST ARM SIGNAL POLE, TYPE MP-20
		S.P. Adjustment	-7,467.36	840164
		mp-20
		Total for estimate 0041:	-55,916.32
Est Nbr:	0042
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0149	A012.05	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
		S.P. Adjustment	-7,551.56	840164
		cmp-14-3.7
0151	A012.90	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
		S.P. Adjustment	-14,353.68	840164
		cmp-18.5-3.7
		Total for estimate 0042:	-21,905.24
Est Nbr:	0043
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0132	A001.01	PULL BOX, TYPE PB-1
		S.P. Adjustment	-2,171.00	109248
		pb-1
0133	A001.02	PULL BOX, TYPE PB-1A
		S.P. Adjustment	-4,318.00	109248
		pb-1a
0134	A001.06	PULL BOX, TYPE PB-2A
		S.P. Adjustment	-400.00	109248
		pb-2a
0142	A006.15	PEDESTRIAN SIGNAL, TYPE PS-1
		S.P. Adjustment	-586.00	32729
		ps-1
0144	A006.85	PEDESTAL POLE, TYPE PP-3.0
		S.P. Adjustment	-760.00	33052
		pp-3.0
		Total for estimate 0043:	-8,235.00
Est Nbr:	0045
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0132	A001.01	PULL BOX, TYPE PB-1
		S.P. Closure	-334.00	109248
		pb-1
		Total for estimate 0045:	-334.00
		Total remaining for contract:	-0.02

			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	79.00	11.000	869.00
COVER CROP SEEDING	ha	11.000	869.00
		9.660	763.14
		0.000	0.00

0002 L020.00	1.54	1,653.000	2,545.62
EROSION CONTROL	m2	1,653.000	2,545.62
		3,957.900	6,095.17
		0.000	0.00

0003 L020.01	5.61	10,401.000	58,349.61
EROSION CONTROL, TYPE A	m2	10,401.000	58,349.61
		9,629.500	54,021.50
		0.000	0.00

0004 L020.08	5.87	1,825.000	10,712.75
EROSION CONTROL, TYPE AA	m2	1,825.000	10,712.75
		1,623.000	9,527.01
		0.000	0.00

0005 L020.09	11.21	96.000	1,076.16
EROSION CONTROL, TYPE AAA	m2	96.000	1,076.16
		64.000	717.44
		0.000	0.00

0006 L020.10	1.67	1,925.000	3,214.75
EROSION CONTROL, TYPE HV	m2	1,925.000	3,214.75
		1,658.800	2,770.20
		0.000	0.00

0007 L021.01	14.68	120.000	1,761.60
EROSION CHECKS, TYPE A	BALE	120.000	1,761.60
		172.000	2,524.96
		0.000	0.00

0008 L021.06	9.34	54.000	504.36
EROSION CHECKS, TYPE HV	BALE	54.000	504.36
		96.000	896.64
		0.000	0.00

0009 L021.11	16.82	264.000	4,440.48
EROSION CHECKS, TYPE ST-A	BALE	264.000	4,440.48
		314.000	5,281.48
		0.000	0.00

0010 L021.15	11.47	60.000	688.20
EROSION CHECKS, TYPE ST-HV	BALE	60.000	688.20
		60.000	688.20
		0.000	0.00

0011 L021.21	14.95	78.000	1,166.10
EROSION CHECKS, TYPE AA	BALE	78.000	1,166.10
		72.000	1,076.40
		0.000	0.00

0012 L022.11	7.69	118.800	913.57
FABRIC SILT FENCE-LOW POROSITY	m	118.800	913.57
		0.000	0.00
		0.000	0.00

0013 L022.12	8.76	1,672.000	14,646.72
FABRIC SILT FENCE-HIGH POROSITY	m	1,672.000	14,646.72
		2,055.700	18,007.92
		0.000	0.00

0014 L022.75	10.68	58.800	627.98
TEMPORARY SILT CHECK	m	58.800	627.98
		56.700	605.55
		0.000	0.00

0015 0030.10	38,249.00	1.000	38,249.00
MOBILIZATION	LS	1.000	38,249.00
		1.000	38,249.00
		0.000	0.00

0016 1009.00	40,573.00	1.000	40,573.00
GENERAL CLEARING AND GRUBBING	LS	1.000	40,573.00
		1.000	40,573.00
		0.000	0.00

0017 1010.00	2.33	169,739.000	395,491.87
EXCAVATION	m3	0.000	0.00
		150,218.000	350,007.94
		0.000	0.00

0018 1011.00	1.07	1,768.000	1,891.76
WATER	kL	1,768.000	1,891.76
		1,176.231	1,258.57
		0.000	0.00

0019 1012.00	68.33	80.000	5,466.40
RIGHT-OF-WAY MARKERS	EACH	80.000	5,466.40
		77.000	5,261.41
		0.000	0.00

0020 1040.05	0.27	916.000	247.32
TEMPORARY SLOPE PROTECTION	m2	916.000	247.32
		0.000	0.00
		0.000	0.00

0021 1101.00	3.35	43,373.000	145,299.55
REMOVE PAVEMENT	m2	44,722.000	149,818.70
		35,123.720	117,664.47
		0.000	0.00

0022 1102.00	3.19	11,942.000	38,094.98
REMOVE ASPHALT SURFACE	m2	11,803.000	37,651.57
		23,899.394	76,239.07
		0.000	0.00

0023 1106.00	3.65	218.000	795.70
REMOVE DRIVEWAY	m2	218.000	795.70
		218.000	795.70
		0.000	0.00

0024 1108.00	17.51	112.000	1,961.12
REMOVE COMBINATION CURB AND GUTTER	m	112.000	1,961.12
		112.000	1,961.12
		0.000	0.00

0025 1122.01	3.19	39.000	124.41
REMOVE CONCRETE MEDIAN SURFACING	m2	577.000	1,840.63
		44.120	140.74
		0.000	0.00

0026 1701.18	49.21	26.000	1,279.46
450 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	18.000	885.78
		29.600	1,456.62
		0.000	0.00

0027 3017.50	77.73	4,198.000	326,310.54
INTERLOCKING CONCRETE PAVER BLOCK	m2	4,198.000	326,310.54
		4,144.340	322,139.55
		0.000	0.00

0028 7017.00	2.84	726.000	2,061.84
REMOVE GUARDRAIL	m	657.000	1,865.88
		657.000	1,865.88
		0.000	0.00

0029 9110.01	85.42	50.000	4,271.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	50.000	4,271.00
		88.500	7,559.67
		0.000	0.00

0030 9110.03	53.38	50.000	2,669.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	50.000	2,669.00
		42.000	2,241.96
		0.000	0.00

0031 9110.07	69.40	50.000	3,470.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	50.000	3,470.00
		58.000	4,025.20
		0.000	0.00

4001 1111.00	4.09	0.000	0.00
REMOVE FENCE	m	1,144.000	4,678.96
R.O.W.		2,815.320	11,514.66
		0.000	0.00

4004 1101.25	10.925	0.000	0.00
SAWING PAVEMENT	m	915.790	10,005.01
Full Depth		1,049.050	11,460.88
		0.000	0.00

4006 A065.50	37.60	0.000	0.00
31 mm PVC CONDUIT	m	65.625	2,467.50
		65.625	2,467.50
		0.000	0.00

4007 W800.91	69.38	0.000	0.00
BORING	m	65.625	4,553.06
		65.625	4,553.06
		0.000	0.00

4008 6004.00	75.00	0.000	0.00
SAND FILL	m3	12.454	934.05
		12.454	934.05
		0.000	0.00

4013 7308.10	1,600.00	0.000	0.00
REMOVE SIGN	EACH	1.000	1,600.00
		1.000	1,600.00
		0.000	0.00

4017 1010.01	2.33	0.000	0.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	150,218.000	350,007.94
		0.000	0.00
		0.000	0.00

GROUP 1 GRADING		Contracted	1,109,773.86
		Current	1,093,730.82
		In place	1,106,945.66
		This Estimate	0.00

GROUP 3 CONCRETE PAVEMENT
0032 0030.30	84,635.00	1.000	84,635.00
MOBILIZATION	LS	1.000	84,635.00
		1.000	84,635.00
		0.000	0.00

0033 1020.01	14.95	86.000	1,285.70
DELINEATOR, TYPE I	EACH	86.000	1,285.70
		83.000	1,240.85
		0.000	0.00

0034 2001.03	16.54	200.000	3,308.00
GRAVEL SURFACE COURSE	Mg	200.000	3,308.00
		0.000	0.00
		0.000	0.00

0035 3008.05	4.50	582.000	2,619.00
TIE BARS	EACH	690.000	3,105.00
		911.000	4,099.50
		0.000	0.00

0036 3012.07	43.08	432.000	18,610.56
CONCRETE CLASS 47B-25 MEDIAN LIP CURB	m	432.000	18,610.56
		700.000	30,156.00
		0.000	0.00

0037 3014.12	41.91	577.000	24,182.07
COMBINATION CONCRETE CLASS 47B-25 CURB AND GUTTER	m	577.000	24,182.07
		574.600	24,081.49
		0.000	0.00

0038 3016.21	26.32	1,101.000	28,978.32
CONCRETE CLASS 47B-20 SIDEWALKS	m2	1,101.000	28,978.32
		1,296.090	34,113.08
		0.000	0.00

0039 3016.62	43.42	78.000	3,386.76
155 mm CONCRETE CLASS 47B-20 BIKEWAY	m2	78.000	3,386.76
		31.090	1,349.93
		0.000	0.00

0040 3017.40	16.20	15,725.000	254,745.00
CONCRETE CLASS 47B-20 MEDIAN SURFACING	m2	15,864.000	256,996.80
		15,394.370	249,388.80
		0.000	0.00

0041 3017.41	43.02	93.000	4,000.86
CONCRETE CLASS 47B-20 MEDIAN SURFACING	m2	93.000	4,000.86
125 mm		66.170	2,846.63
		0.000	0.00

0042 3017.46	65.61	306.000	20,076.66
150 mm CONCRETE CLASS 47B-20 IMPRINTED MEDIAN SURFACING	m2	306.000	20,076.66
		253.250	16,615.74
		0.000	0.00

0043 3075.31	36.25	1,455.000	52,743.75
205 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	1,455.000	52,743.75
		1,675.260	60,728.19
		0.000	0.00

0044 3075.51	31.52	18,953.000	597,398.56
255 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	20,971.000	661,005.92
		23,712.040	747,403.49
		0.000	0.00

0045 3075.55	31.47	46,967.000	1,478,051.49
255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	46,967.000	1,478,051.49
		46,946.400	1,477,403.20
		0.000	0.00

0046 3089.25	25.62	1,366.000	34,996.92
TEMPORARY SURFACING	m2	1,366.000	34,996.92
		2,058.070	52,727.76
		0.000	0.00

0047 3300.50	10,000.00	1.000	10,000.00
PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING	LS	1.000	10,000.00
		1.000	10,000.00
		0.000	0.00

0048 4015.00	150.00	4.000	600.00
ADJUST MANHOLE TO GRADE	EACH	4.000	600.00
		6.000	900.00
		0.000	0.00

0049 4024.59	760.20	10.000	7,602.00
CONCRETE FLUME	EACH	10.000	7,602.00
		10.000	7,602.00
		0.000	0.00

0050 4763.26	125.91	2.000	251.82
UNDERDRAIN HEADWALL	EACH	2.000	251.82
		0.000	0.00
		0.000	0.00

0051 4764.34	16.02	10.000	160.20
100 mm NONPERFORATED PIPE UNDERDRAIN	m	10.000	160.20
		0.000	0.00
		0.000	0.00

0052 4764.35	14.36	1,112.000	15,968.32
100 mm PERFORATED PIPE UNDERDRAIN	m	1,112.000	15,968.32
		933.400	13,403.62
		0.000	0.00

0053 7100.00	21.25	38.000	807.50
RIGHT-OF-WAY FENCE	m	38.000	807.50
		38.000	807.50
		0.000	0.00

0054 7103.00	98.23	6.000	589.38
END POSTS	EACH	6.000	589.38
		6.000	589.38
		0.000	0.00

0055 7105.00	134.53	2.000	269.06
CORNER POSTS	EACH	2.000	269.06
		2.000	269.06
		0.000	0.00

0056 7106.12	192.19	2.000	384.38
3.7 m VEHICLE GATE	EACH	2.000	384.38
		2.000	384.38
		0.000	0.00

0057 7550.04	2.12	8,600.000	18,232.00
100 mm WHITE EPOXY PAVEMENT MARKING	m	8,600.000	18,232.00
		17,778.500	37,690.42
		6,661.500	14,122.38

0058 8029.10	4.47	79,271.000	354,341.37
AGGREGATE FOUNDATION COURSE-D 100 mm	m2	81,123.000	362,619.81
		84,110.760	375,975.10
		-1,383.289	-6,183.30

0059 8060.05	115.31	57.000	6,572.67
GRANULAR SUBDRAIN	EACH	57.000	6,572.67
		57.000	6,572.67
		0.000	0.00

0060 9005.25	28.83	4,440.000	128,005.20
ASPHALTIC CONCRETE, TYPE SP1(12.5)	Mg	4,382.000	126,333.06
		5,227.215	150,700.61
		0.000	0.00

0061 9009.00	13.35	256.000	3,417.60
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	256.000	3,417.60
		220.250	2,940.34
		0.000	0.00

0062 9021.01	198.59	239.760	47,613.94
PERFORMANCE GRADED BINDER (64-22)	Mg	236.630	46,992.35
		244.630	48,581.07
		9.130	1,813.13

0063 9034.00	4.54	256.000	1,162.24
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	256.000	1,162.24
		268.370	1,218.40
		0.000	0.00

0064 9053.00	0.48	3,440.000	1,651.20
TACK COAT	L	3,327.000	1,596.96
		4,404.211	2,114.03
		0.000	0.00

0065 9111.00	1.07	1,297.000	1,387.79
WATER	kL	1,297.000	1,387.79
		5,149.952	5,510.45
		0.000	0.00

0066 9140.00	116.65	56.896	6,636.92
JOINT SEALING - ASPHALT TO CONCRETE	StaM	56.896	6,636.92
		52.530	6,127.63
		0.000	0.00

0067 9170.00	523.17	66.626	34,856.72
EARTH SHOULDER CONSTRUCTION	StaM	66.626	34,856.72
		66.626	34,856.72
		0.000	0.00

0068 9173.20	1.00	80,637.000	80,637.00
SUBGRADE PREPARATION	m2	82,489.000	82,489.00
		85,588.990	85,588.99
		-1,382.276	-1,382.28

0069 9185.76	73.54	55.380	4,072.65
RUMBLE STRIPS, ASPHALT	StaM	55.380	4,072.65
		45.110	3,317.39
		0.000	0.00

4011 8101.40	6.93	0.000	0.00
SUBGRADE STABILIZATION	m2	2,700.000	18,711.00
W/Flyash		2,700.000	18,711.00
		0.000	0.00

4016 3300.60	1.29	0.000	0.00
SMOOTHNESS INCENTIVE - CONCRETE PAVEMENT	m2	46,514.000	60,003.06
		46,514.000	60,003.06
		46,514.000	60,003.06

6003 9300.58	28.83	0.000	0.00
SUPERPAVE QUALITY DISINCENTIVE	Mg	-100.824	-2,906.76
		-100.824	-2,906.76
		-100.824	-2,906.76

GROUP 3 CONCRETE PAVEMENT		Contracted	3,334,238.61
		Current	3,484,173.54
		In place	3,657,746.72
		This Estimate	65,466.23

GROUP 4 CULVERTS
0070 P120.24	81.40	13.400	1,090.76
600 mm CULVERT PIPE, TYPE 2	m	15.200	1,237.28
		16.100	1,310.54
		0.000	0.00

0071 P120.30	102.79	25.200	2,590.31
750 mm CULVERT PIPE, TYPE 2	m	25.200	2,590.31
		22.400	2,302.50
		0.000	0.00

0072 P120.60	339.53	11.000	3,734.83
1500 mm CULVERT PIPE, TYPE 2	m	11.000	3,734.83
		10.900	3,700.88
		0.000	0.00

0073 P120.96	1,673.00	6.500	10,874.50
2400 mm CULVERT PIPE, TYPE 2	m	0.000	0.00
		0.000	0.00
		0.000	0.00

0074 P129.60	526.02	42.500	22,355.85
1500 mm CULVERT PIPE, TYPE 2 CLASS V	m	42.500	22,355.85
		41.450	21,803.53
		0.000	0.00

0075 P400.24	81.40	29.000	2,360.60
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	29.000	2,360.60
		35.500	2,889.70
		0.000	0.00

0076 P400.36	180.77	18.000	3,253.86
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	18.000	3,253.86
		17.400	3,145.40
		0.000	0.00

0077 P700.15	49.80	38.000	1,892.40
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	38.000	1,892.40
		38.000	1,892.40
		18.000	896.40

0078 P700.18	49.21	548.500	26,991.69
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	550.500	27,090.11
		551.600	27,144.23
		0.000	0.00

0079 P702.42	187.93	28.000	5,262.04
1050 mm STORM SEWER PIPE, TYPE 1	m	30.500	5,731.87
		31.400	5,901.00
		0.000	0.00

0080 0030.40	5,000.00	1.000	5,000.00
MOBILIZATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00

0081 1043.50	2.00	277.000	554.00
RIPRAP FILTER FABRIC	m2	277.000	554.00
		311.130	622.26
		0.000	0.00

0082 1060.01	260.00	2.000	520.00
GABION, TYPE A	EACH	2.000	520.00
		2.000	520.00
		0.000	0.00

0083 1060.02	390.00	2.000	780.00
GABION, TYPE B	EACH	2.000	780.00
		2.000	780.00
		0.000	0.00

0084 1060.03	520.00	2.000	1,040.00
GABION, TYPE C	EACH	2.000	1,040.00
		2.000	1,040.00
		0.000	0.00

0085 1060.04	130.00	2.000	260.00
GABION, TYPE D	EACH	2.000	260.00
		2.000	260.00
		0.000	0.00

0086 1060.05	195.00	14.000	2,730.00
GABION, TYPE E	EACH	14.000	2,730.00
		14.000	2,730.00
		0.000	0.00

0087 1060.07	85.00	10.000	850.00
GABION, TYPE G	EACH	10.000	850.00
		10.000	850.00
		0.000	0.00

0088 1060.08	130.00	8.000	1,040.00
GABION, TYPE H	EACH	8.000	1,040.00
		8.000	1,040.00
		0.000	0.00

0089 1060.09	170.00	10.000	1,700.00
GABION, TYPE I	EACH	10.000	1,700.00
		10.000	1,700.00
		0.000	0.00

0090 1060.11	260.00	3.000	780.00
GABION, TYPE U	EACH	3.000	780.00
		3.000	780.00
		0.000	0.00

0091 1120.00	2,500.00	2.000	5,000.00
REMOVE DISCHARGE STRUCTURE	EACH	2.000	5,000.00
		2.000	5,000.00
		0.000	0.00

0092 1137.51	92.00	11.000	1,012.00
REMOVE AND RESET	EACH	11.000	1,012.00
CONCRETE DISSIPATER BLOCK		11.000	1,012.00
		0.000	0.00

0093 4002.00	2.70	285.000	769.50
CAST IRON COVER AND FRAME	kg	285.000	769.50
		285.000	769.50
		0.000	0.00

0094 4003.00	2.49	492.000	1,225.08
CAST IRON COVER, FRAME, AND FLANGE	kg	492.000	1,225.08
		492.000	1,225.08
		0.000	0.00

0095 4004.50	2.62	678.000	1,776.36
CAST IRON GRATE AND FRAME	kg	1,354.000	3,547.48
		1,354.000	3,547.48
		0.000	0.00

0096 4005.00	2.07	2,512.000	5,199.84
CAST IRON RING AND COVER	kg	2,668.000	5,522.76
		2,512.000	5,199.84
		0.000	0.00

0097 4015.50	685.35	9.000	6,168.15
RECONSTRUCT MANHOLE	EACH	10.000	6,853.50
		11.000	7,538.85
		1.000	685.35

0098 4016.00	1,645.00	1.000	1,645.00
MANHOLE	EACH	1.000	1,645.00
AT STA. 724+74.109 LT.		1.000	1,645.00
		0.000	0.00

0099 4016.01	2,687.50	1.000	2,687.50
MANHOLE	EACH	1.000	2,687.50
AT STA. 729+15.784 LT.		1.000	2,687.50
		0.000	0.00

0100 4016.02	6,440.00	1.000	6,440.00
MANHOLE	EACH	1.000	6,440.00
AT STA. 729+20.772 LT.		1.000	6,440.00
		0.000	0.00

0101 4016.03	11,500.00	1.000	11,500.00
MANHOLE	EACH	1.000	11,500.00
AT STA. 729+20.772 RT.		1.000	11,500.00
		0.000	0.00

0102 4016.04	2,320.00	1.000	2,320.00
MANHOLE	EACH	1.000	2,320.00
AT STA. 738+65 LT.		1.000	2,320.00
		0.000	0.00

0103 4035.25	125.00	3.000	375.00
REMOVE AND SALVAGE FLARED-END SECTION	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00

0104 4040.00	500.00	2.000	1,000.00
REMOVE HEADWALLS FROM CULVERTS	EACH	2.000	1,000.00
		2.000	1,000.00
		0.000	0.00

0105 4043.50	30.00	23.000	690.00
REMOVE SEWER PIPE	m	23.000	690.00
		68.440	2,053.20
		-5.000	-150.00

0106 4044.00	2,135.40	1.000	2,135.40
PREPARATION OF STRUCTURE	EACH	1.000	2,135.40
AT STA. 712+47.427		1.000	2,135.40
		0.000	0.00

0107 4044.01	2,551.80	1.000	2,551.80
PREPARATION OF STRUCTURE	EACH	1.000	2,551.80
AT STA. 721+82.185		1.000	2,551.80
		0.000	0.00

0108 4044.02	2,551.80	1.000	2,551.80
PREPARATION OF STRUCTURE	EACH	1.000	2,551.80
AT STA. 724+95.641		1.000	2,551.80
		0.000	0.00

0109 4044.03	2,338.26	1.000	2,338.26
PREPARATION OF STRUCTURE	EACH	1.000	2,338.26
AT STA. 734+21.439		1.000	2,338.26
		0.000	0.00

0110 4044.04	854.16	1.000	854.16
PREPARATION OF STRUCTURE	EACH	1.000	854.16
AT STA. 739+93.291		1.000	854.16
		0.000	0.00

0111 4050.01	7.00	348.000	2,436.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	331.000	2,317.00
		331.000	2,317.00
		68.000	476.00

0112 4051.01	21.35	432.000	9,223.20
EXCAVATION FOR BOX CULVERTS	m3	486.000	10,376.10
		618.660	13,208.40
		0.000	0.00

0113 4101.06	357.68	310.481	111,052.84
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	329.602	117,892.04
		329.602	117,892.04
		0.000	0.00

0114 4105.59	690.54	15.890	10,972.68
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	20.090	13,872.95
		21.890	15,115.92
		0.000	0.00

0115 4107.07	696.00	0.870	605.52
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	0.870	605.52
		0.870	605.52
		0.000	0.00

0116 4130.06	1,175.00	0.610	716.75
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG	m3	0.610	716.75
		0.610	716.75
		0.110	129.25

0117 4151.00	1.49	20,172.000	30,056.28
REINFORCING STEEL FOR BOX CULVERT	kg	21,703.000	32,337.47
		21,703.000	32,337.47
		0.000	0.00

0118 4155.50	1.55	348.000	539.40
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	490.000	759.50
		545.400	845.38
		-24.460	-37.91

0119 4157.00	2.22	31.000	68.82
REINFORCING STEEL FOR COLLARS	kg	31.000	68.82
		31.000	68.82
		0.000	0.00

0120 4310.18	423.00	1.000	423.00
450 mm FLARED-END SECTION	EACH	1.000	423.00
		1.000	423.00
		0.000	0.00

0121 4310.24	465.00	3.000	1,395.00
600 mm FLARED-END SECTION	EACH	2.000	930.00
		2.000	930.00
		0.000	0.00

0122 4310.60	1,347.00	1.000	1,347.00
1500 mm FLARED-END SECTION	EACH	1.000	1,347.00
		1.000	1,347.00
		0.000	0.00

0123 4461.24	130.00	2.000	260.00
INSTALL 600 mm CONCRETE FLARED-END SECTION	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00

0124 4461.42	200.00	1.000	200.00
INSTALL 1050 mm CONCRETE FLARED-END SECTION	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00

0125 4670.05	75.00	101.100	7,582.50
CULVERT SANDFILL	m3	101.100	7,582.50
		101.100	7,582.50
		0.000	0.00

0126 4850.60	955.59	42.500	40,612.58
JACKING 1500 mm CULVERT PIPE, TYPE	m	42.500	40,612.58
2 CLASS V		41.450	39,609.21
		0.000	0.00

0127 6104.00	20.00	96.000	1,920.00
BROKEN CONCRETE RIPRAP	Mg	96.000	1,920.00
		137.000	2,740.00
		0.000	0.00

4002 4976.05	7,196.60	0.000	0.00
ADDITIONAL WORK	LS	1.000	7,196.60
Remove & Lower 24" RCP, Regrade & Reinstall Electrical Loops		1.000	7,196.60
		0.000	0.00

4003 4976.05	36,765.00	0.000	0.00
ADDITIONAL WORK	LS	1.000	36,765.00
Contruct Manholes at 734+21 & 739+93 (R1)		1.000	36,765.00
		0.000	0.00

4005 1119.05	1,063.75	0.000	0.00
REMOVE AREA INLET	EACH	1.000	1,063.75
		1.000	1,063.75
		0.000	0.00

4009 4012.18	1,165.39	0.000	0.00
MODIFY CURB INLET	EACH	2.000	2,330.78
		2.000	2,330.78
		0.000	0.00

4010 4976.05	6,041.65	0.000	0.00
ADDITIONAL WORK	LS	1.000	6,041.65
Removed Flat Top & Replaced with 1 1/4" Steel Plate		1.000	6,041.65
		0.000	0.00

4012 4012.16	324.75	0.000	0.00
MODIFY INLET	EACH	7.000	2,273.25
		7.000	2,273.25
		0.000	0.00

4014 4230.60	872.64	0.000	0.00
BAR GRATE FOR 1500 mm CONCRETE FLARED-END SECTION	EACH	1.000	872.64
		1.000	872.64
		0.000	0.00

4015 4014.70	825.00	0.000	0.00
ADJUSTING INLET TO GRADE	EACH	1.000	825.00
		1.000	825.00
		0.000	0.00

4018 4048.00	825.00	0.000	0.00
MODIFICATION OF STRUCTURE	EACH	1.000	825.00
Raise area inlet at N.W. corner of 180th and W.Center 400mm.		0.000	0.00
		0.000	0.00

4020 4450.24	214.03	0.000	0.00
600 mm REINFORCED CONCRETE PIPE	m	36.000	7,705.08
Tap box culvert, lay 36 M of pipe and install F.E.S.		0.000	0.00
		0.000	0.00

6001 4051.20	35.77	0.000	0.00
GRANULAR MATERIAL	m3	59.960	2,144.77
for foundation.		183.217	6,553.67
		0.000	0.00

GROUP 4 CULVERTS		Contracted	373,312.25
		Current	445,950.08
		In place	447,443.66
		This Estimate	1,999.09

GROUP 5 SEEDING
0128 L001.01	2,028.63	8.500	17,243.36
SEEDING, TYPE A	ha	8.500	17,243.36
		9.895	20,073.29
		0.000	0.00

0129 L001.02	1,174.47	2.500	2,936.18
SEEDING, TYPE B	ha	2.500	2,936.18
		2.796	3,283.82
		0.000	0.00

0130 L032.75	64.06	50.000	3,203.00
MULCH	Mg	50.000	3,203.00
		47.730	3,057.59
		0.000	0.00

0131 0030.50	150.00	1.000	150.00
MOBILIZATION	LS	1.000	150.00
		1.000	150.00
		0.000	0.00

GROUP 5 SEEDING		Contracted	23,532.53
		Current	23,532.53
		In place	26,564.70
		This Estimate	0.00

GROUP 8B ELECTRICAL
0132 A001.01	557.24	36.000	20,060.64
PULL BOX, TYPE PB-1	EACH	36.000	20,060.64
		36.000	20,060.64
		0.000	0.00

0133 A001.02	395.52	55.000	21,753.60
PULL BOX, TYPE PB-1A	EACH	55.000	21,753.60
		57.000	22,544.64
		0.000	0.00

0134 A001.06	706.39	4.000	2,825.56
PULL BOX, TYPE PB-2A	EACH	4.000	2,825.56
		4.000	2,825.56
		0.000	0.00

0135 A001.12	340.43	1.000	340.43
PULL BOX, TYPE PB-5	EACH	1.000	340.43
		1.000	340.43
		0.000	0.00

0136 A004.00	816.54	42.000	34,294.68
TRAFFIC SIGNAL, TYPE TS-1	EACH	42.000	34,294.68
		42.000	34,294.68
		0.000	0.00

0137 A004.04	1,178.42	6.000	7,070.52
TRAFFIC SIGNAL, TYPE TS-1LL	EACH	6.000	7,070.52
		6.000	7,070.52
		0.000	0.00

0138 A004.10	749.60	4.000	2,998.40
TRAFFIC SIGNAL, TYPE TS-1A	EACH	4.000	2,998.40
		4.000	2,998.40
		0.000	0.00

0139 A004.20	748.40	18.000	13,471.20
TRAFFIC SIGNAL, TYPE TS-1L	EACH	18.000	13,471.20
		18.000	13,471.20
		0.000	0.00

0140 A004.40	380.50	4.000	1,522.00
TRAFFIC SIGNAL, TYPE TS-2	EACH	4.000	1,522.00
		4.000	1,522.00
		0.000	0.00

0141 A005.25	9,715.38	6.000	58,292.28
TRAFFIC SIGNAL CONTROLLER, TYPE TC-170	EACH	6.000	58,292.28
		6.000	58,292.28
		0.000	0.00

0142 A006.15	476.93	26.000	12,400.18
PEDESTRIAN SIGNAL, TYPE PS-1	EACH	26.000	12,400.18
		26.000	12,400.18
		0.000	0.00

0143 A006.70	77.65	14.000	1,087.10
PEDESTRIAN PUSHBUTTON, TYPE PPB	EACH	14.000	1,087.10
		13.000	1,009.45
		0.000	0.00

0144 A006.85	463.61	4.000	1,854.44
PEDESTAL POLE, TYPE PP-3.0	EACH	4.000	1,854.44
		4.000	1,854.44
		0.000	0.00

0145 A006.98	213.46	112.000	23,907.52
VEHICLE DETECTOR, TYPE A PREFORMED	EACH	112.000	23,907.52
		123.000	26,255.58
		0.000	0.00

0146 A007.00	250.59	37.000	9,271.83
VEHICLE DETECTOR, TYPE B PREFORMED	EACH	37.000	9,271.83
		37.000	9,271.83
		0.000	0.00

0147 A007.08	297.57	4.000	1,190.28
VEHICLE DETECTOR, TYPE TD-3	EACH	4.000	1,190.28
		2.000	595.14
		0.000	0.00

0148 A009.59	138.50	14.000	1,939.00
STREET LIGHTING UNIT, TYPE SL-BT-13.7-3.7-0.20	EACH	14.000	1,939.00
		14.000	1,939.00
		0.000	0.00

0149 A012.05	6,535.16	4.000	26,140.64
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-14-3.7	EACH	4.000	26,140.64
		4.000	26,140.64
		0.000	0.00

0150 A012.60	7,276.09	1.000	7,276.09
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-15.5-3.7	EACH	1.000	7,276.09
		1.000	7,276.09
		0.000	0.00

0151 A012.90	8,480.03	7.000	59,360.21
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-18.5-3.7	EACH	7.000	59,360.21
		7.000	59,360.22
		0.000	0.00

0152 A012.95	8,240.93	2.000	16,481.86
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-20-3.7	EACH	2.000	16,481.86
		2.000	16,481.87
		0.000	0.00

0153 A012.98	10,219.44	4.000	40,877.76
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPECMP-21.5-3.7	EACH	4.000	40,877.76
		4.000	40,877.76
		0.000	0.00

0154 A016.55	6,065.56	2.000	12,131.12
MAST ARM SIGNAL POLE, TYPE MP-11	EACH	2.000	12,131.12
		2.000	12,131.12
		0.000	0.00

0155 A016.85	7,068.85	2.000	14,137.70
MAST ARM SIGNAL POLE, TYPE MP-20	EACH	2.000	14,137.70
		2.000	14,137.70
		0.000	0.00

0156 A030.90	426.41	2.000	852.82
TELEPHONE DROP	EACH	2.000	852.82
		0.000	0.00
		0.000	0.00

0157 A070.10	10.15	705.000	7,155.75
38 mm CONDUIT IN TRENCH	m	705.000	7,155.75
		497.000	5,044.55
		0.000	0.00

0158 A070.14	10.86	3,196.000	34,708.56
50 mm CONDUIT IN TRENCH	m	3,196.000	34,708.56
		3,323.000	36,087.78
		0.000	0.00

0159 A070.18	16.06	74.000	1,188.44
75 mm CONDUIT IN TRENCH	m	74.000	1,188.44
		74.000	1,188.44
		0.000	0.00

0160 A072.10	10.75	490.000	5,267.50
38 mm CONDUIT UNDER ROADWAY	m	490.000	5,267.50
		265.000	2,848.75
		0.000	0.00

0161 A072.14	12.67	430.000	5,448.10
50 mm CONDUIT UNDER ROADWAY	m	430.000	5,448.10
		456.000	5,777.52
		0.000	0.00

0162 A072.18	16.08	229.000	3,682.32
75 mm CONDUIT UNDER ROADWAY	m	229.000	3,682.32
		229.000	3,682.32
		0.000	0.00

0163 A077.12	2.14	942.000	2,015.88
2/C #14 AWG TRAFFIC SIGNAL CABLE	m	942.000	2,015.88
		944.000	2,020.16
		0.000	0.00

0164 A077.13	2.17	493.000	1,069.81
3/C #14 AWG TRAFFIC SIGNAL CABLE	m	493.000	1,069.81
		494.000	1,071.98
		0.000	0.00

0165 A077.26	7.17	942.000	6,754.14
16/C #14 AWG TRAFFIC SIGNAL CABLE	m	942.000	6,754.14
		944.000	6,768.48
		0.000	0.00

0166 A079.01	1.89	2,832.000	5,352.48
2/C #14 AWG DETECTOR LEAD-IN CABLE	m	2,832.000	5,352.48
		2,988.000	5,647.32
		0.000	0.00

0167 A079.50	1.67	1,196.000	1,997.32
GROUNDING CONDUCTOR	m	1,196.000	1,997.32
		1,310.000	2,187.70
		0.000	0.00

0168 A079.55	2.03	186.000	377.58
SERVICE CABLE	m	186.000	377.58
		902.000	1,831.06
		0.000	0.00

0169 A080.22	1.78	1,195.000	2,127.10
STREET LIGHTING CABLE, NO. 6 BARE	m	1,195.000	2,127.10
		1,195.000	2,127.10
		0.000	0.00

0170 A080.24	2.03	2,390.000	4,851.70
STREET LIGHTING CABLE, NO. 6 USE	m	2,390.000	4,851.70
		2,390.000	4,851.70
		0.000	0.00

0171 A081.00	5.61	3,003.000	16,846.83
6 PAIR COMMUNICATION CABLE	m	3,003.000	16,846.83
		3,003.000	16,846.83
		0.000	0.00

0172 A501.00	173.39	1.000	173.39
INSTALL TRAFFIC SIGNAL, TYPE TS-1	EACH	1.000	173.39
		1.000	173.39
		0.000	0.00

0173 A610.10	104.22	1.000	104.22
REMOVE TRAFFIC SIGNAL HEAD	EACH	1.000	104.22
		1.000	104.22
		0.000	0.00

0174 A630.03	215.63	1.000	215.63
REMOVE PEDESTAL POLE	EACH	1.000	215.63
		1.000	215.63
		0.000	0.00

0175 A679.57	1.40	457.000	639.80
REMOVE TRAFFIC SIGNAL CABLE	m	457.000	639.80
		457.000	639.80
		0.000	0.00

0176 0003.75	2,736.11	1.000	2,736.11
TEMPORARY TRAFFIC SIGNAL	EACH	1.000	2,736.11
AT US-275/WEST CENTER ROAD & 186th ST.		1.000	2,736.11
		0.000	0.00

0177 0003.76	2,349.18	1.000	2,349.18
TEMPORARY TRAFFIC SIGNAL	EACH	1.000	2,349.18
AT US-275/WEST CENTER ROAD & 183rd ST.		1.000	2,349.18
		0.000	0.00

0178 0003.77	4,518.66	1.000	4,518.66
TEMPORARY TRAFFIC SIGNAL	EACH	1.000	4,518.66
AT US-275/WEST CENTER ROAD & 180th ST.		1.000	4,518.66
		0.000	0.00

0179 0003.78	1,842.45	1.000	1,842.45
TEMPORARY TRAFFIC SIGNAL	EACH	1.000	1,842.45
AT US-275/WEST CENTER RD. & TARGET DRIVE		1.000	1,842.46
		0.000	0.00

0180 0003.79	2,020.93	1.000	2,020.93
TEMPORARY TRAFFIC SIGNAL	EACH	1.000	2,020.93
AT US-275/WEST CENTER ROAD & 175th ST.		1.000	2,020.94
		0.000	0.00

0181 0030.81	4,911.42	1.000	4,911.42
MOBILIZATION	LS	1.000	4,911.42
		1.000	4,911.42
		0.000	0.00

4021 A910.00	3,868.20	0.000	0.00
ELECTRICAL WORK	LS	1.000	3,868.20
Repair broken conduit and pull boxes.		0.000	0.00
		0.000	0.00

GROUP 8B ELECTRICAL		Contracted	509,893.16
		Current	513,761.36
		In place	510,644.87
		This Estimate	0.00

GROUP 10 GENERAL ITEMS
0182 0001.08	0.50	91,890.000	45,945.00
BARRICADE, TYPE II	BDAY	91,890.000	45,945.00
		75,058.000	37,529.00
		0.000	0.00

0183 0001.10	1.70	13,403.000	22,785.10
BARRICADE, TYPE III	BDAY	13,403.000	22,785.10
		44,611.000	75,838.70
		0.000	0.00

0184 0001.30	1.55	2,260.000	3,503.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	2,260.000	3,503.00
		3,736.000	5,790.80
		0.000	0.00

0185 0001.90	0.04	54,303.000	2,172.12
SIGN DAY	EACH	54,303.000	2,172.12
		53,108.000	2,124.32
		32.000	1.28

0186 0002.30	0.80	3,300.000	2,640.00
PAVEMENT MARKING REMOVAL	m	3,300.000	2,640.00
		15,148.440	12,118.75
		0.000	0.00

0187 0002.44	0.69	4,900.000	3,381.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT	m	4,900.000	3,381.00
		62,361.100	43,029.16
		0.000	0.00

0188 0002.47	0.42	3,300.000	1,386.00
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION	m	3,300.000	1,386.00
		18,524.700	7,780.38
		0.000	0.00

0189 0002.48	0.80	1,600.000	1,280.00
TEMPORARY RAISED PAVEMENT MARKER	EACH	1,600.000	1,280.00
		0.000	0.00
		0.000	0.00

0190 0002.97	5.61	1,272.000	7,135.92
FLASHING ARROW PANEL	DAY	1,272.000	7,135.92
		512.000	2,872.32
		3.000	16.83

0191 0003.10	185.00	80.000	14,800.00
FLAGGING	DAY	80.000	14,800.00
		67.000	12,395.00
		2.000	370.00

0192 0010.04	7,273.00	1.000	7,273.00
FIELD OFFICE	EACH	1.000	7,273.00
		1.000	7,273.00
		0.000	0.00

0193 0030.00	500.00	1.000	500.00
MOBILIZATION	LS	1.000	500.00
		1.000	500.00
		0.000	0.00

4022 0005.00	243.00	0.000	0.00
TRAFFIC CONTROL	EACH	4.000	972.00
Mobile traffic control on four occasions.		0.000	0.00
		0.000	0.00

GROUP 10 GENERAL ITEMS		Contracted	112,801.14
		Current	113,773.14
		In place	207,251.43
		This Estimate	388.11

Totals for contract		Contracted	5,463,551.55
		Current	5,674,921.48
		In place	5,956,597.04
		This Estimate	67,853.43