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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	1416 LUXA CONSTRUCTION COMPANY, INCORPORATED
Contract ID:	2256A
Estimate Number:	0028
Pay Period End Date:	05.31.2002

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)426-2778	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	$2,692,601.33	$2,660,883.04	$31,718.29
$5,541,732.66	Stockpiled Materials	$393,466.93	$393,466.93	$.00
Original Contract Amt	Gross Earnings	$3,086,068.26	$3,054,349.97	$31,718.29
$5,463,551.55	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
48.59%	Net Earnings	$3,061,068.26	$3,029,349.97	$31,718.29
	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	$-568.00	$-466.00	$-102.00
	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	-$568.00	-$466.00	-$102.00
	Payment	$3,060,500.26	$3,028,883.97	$31,616.29
Project Manager			Div. Head/Dist. Eng.
Reasland, Harold	06.05.2002		Lech, Marvin (Marv)	06.06.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	06.07.2002
Controller Div. Processed
Burling, Laurie	06.07.2002

		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
		Total remaining for contract:	393,466.93

			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
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
0005                          L020.09	11.21	96.000	1,076.16
EROSION CONTROL, TYPE AAA	m2	96.000	1,076.16
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
0007                          L021.01	14.68	120.000	1,761.60
EROSION CHECKS, TYPE A	BALE	120.000	1,761.60
		0.000	0.00
		0.000	0.00
0008                          L021.06	9.34	54.000	504.36
EROSION CHECKS, TYPE HV	BALE	54.000	504.36
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
0010                          L021.15	11.47	60.000	688.20
EROSION CHECKS, TYPE ST-HV	BALE	60.000	688.20
		0.000	0.00
		0.000	0.00
0011                          L021.21	14.95	78.000	1,166.10
EROSION CHECKS, TYPE AA	BALE	78.000	1,166.10
		0.000	0.00
		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
		1,790.320	15,683.19
		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
		0.900	36,515.70
		0.000	0.00
0017                          1010.00	2.33	169,739.000	395,491.87
EXCAVATION	m3	169,739.000	395,491.87
		150,775.476	351,306.86
		10,000.000	23,300.00
0018                          1011.00	1.07	1,768.000	1,891.76
WATER	kL	1,768.000	1,891.76
		885.791	947.80
		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	43,373.000	145,299.55
		31,934.910	106,981.96
		993.300	3,327.56
0022                          1102.00	3.19	11,942.000	38,094.98
REMOVE ASPHALT SURFACE	m2	11,942.000	38,094.98
		19,741.254	62,974.60
		0.000	0.00
0023                          1106.00	3.65	218.000	795.70
REMOVE DRIVEWAY	m2	218.000	795.70
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
0025                          1122.01	3.19	39.000	124.41
REMOVE CONCRETE MEDIAN SURFACING	m2	39.000	124.41
		39.000	124.41
		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	26.000	1,279.46
		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
		0.000	0.00
		0.000	0.00
0028                          7017.00	2.84	726.000	2,061.84
REMOVE GUARDRAIL	m	726.000	2,061.84
		250.904	712.57
		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
		40.000	3,416.80
		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
		4.000	213.52
		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
		35.000	2,429.00
		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.		1,144.000	4,678.96
		0.000	0.00
4004                          1101.25	10.925	0.000	0.00
SAWING PAVEMENT	m	915.790	10,005.01
Full Depth		915.790	10,005.01
		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
GROUP 1 GRADING		Contracted	1,109,773.86
		Current	1,132,412.43
		In place	650,280.71
		This Estimate	26,627.56
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
		0.000	0.00
		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	582.000	2,619.00
		246.000	1,107.00
		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
		0.000	0.00
		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
		0.000	0.00
		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
		1,100.500	28,965.15
		10.440	274.78
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	15,725.000	254,745.00
		33.480	542.38
		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		0.000	0.00
		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
		0.000	0.00
		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
		934.110	33,861.49
		0.000	0.00
0044                          3075.51	31.52	18,953.000	597,398.56
255 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	18,953.000	597,398.56
		6,261.520	197,363.10
		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
		22,749.600	715,929.91
		0.000	0.00
0046                          3089.25	25.62	1,366.000	34,996.92
TEMPORARY SURFACING	m2	1,366.000	34,996.92
		1,143.560	29,298.01
		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
		0.500	5,000.00
		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
		9.000	6,841.80
		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
		0.000	0.00
		0.000	0.00
0054                          7103.00	98.23	6.000	589.38
END POSTS	EACH	6.000	589.38
		0.000	0.00
		0.000	0.00
0055                          7105.00	134.53	2.000	269.06
CORNER POSTS	EACH	2.000	269.06
		0.000	0.00
		0.000	0.00
0056                          7106.12	192.19	2.000	384.38
3.7 m VEHICLE GATE	EACH	2.000	384.38
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
0058                          8029.10	4.47	79,271.000	354,341.37
AGGREGATE FOUNDATION COURSE-D 100 mm	m2	79,271.000	354,341.37
		35,213.570	157,404.66
		0.000	0.00
0059                          8060.05	115.31	57.000	6,572.67
GRANULAR SUBDRAIN	EACH	57.000	6,572.67
		23.000	2,652.13
		0.000	0.00
0060                          9005.25	28.83	4,440.000	128,005.20
ASPHALTIC CONCRETE, TYPE SP1(12.5)	Mg	4,440.000	128,005.20
		2,153.077	62,073.21
		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
		0.000	0.00
		0.000	0.00
0062                          9021.01	198.59	239.760	47,613.94
PERFORMANCE GRADED BINDER (64-22)	Mg	239.760	47,613.94
		78.870	15,662.79
		0.000	0.00
0063                          9034.00	4.54	256.000	1,162.24
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	256.000	1,162.24
		0.000	0.00
		0.000	0.00
0064                          9053.00	0.48	3,440.000	1,651.20
TACK COAT	L	3,440.000	1,651.20
		2,791.401	1,339.88
		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
		21.870	2,551.14
		0.000	0.00
0067                          9170.00	523.17	66.626	34,856.72
EARTH SHOULDER CONSTRUCTION	StaM	66.626	34,856.72
		25.000	13,079.25
		0.000	0.00
0068                          9173.20	1.00	80,637.000	80,637.00
SUBGRADE PREPARATION	m2	80,637.000	80,637.00
		35,776.280	35,776.28
		0.000	0.00
0069                          9185.76	73.54	55.380	4,072.65
RUMBLE STRIPS, ASPHALT	StaM	55.380	4,072.65
		0.000	0.00
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	3,334,238.61
		Current	3,334,238.61
		In place	1,415,247.18
		This Estimate	274.78
GROUP 4 CULVERTS
0070                          P120.24	81.40	13.400	1,090.76
600 mm CULVERT PIPE, TYPE 2	m	13.400	1,090.76
		16.100	1,310.54
		-13.000	-1,058.20
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	6.500	10,874.50
		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
		13.000	1,058.20
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
		20.000	996.00
		0.000	0.00
0078                          P700.18	49.21	548.500	26,991.69
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	548.500	26,991.69
		518.600	25,520.30
		0.000	0.00
0079                          P702.42	187.93	28.000	5,262.04
1050 mm STORM SEWER PIPE, TYPE 1	m	28.000	5,262.04
		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
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
0095                          4004.50	2.62	678.000	1,776.36
CAST IRON GRATE AND FRAME	kg	678.000	1,776.36
		0.000	0.00
		0.000	0.00
0096                          4005.00	2.07	2,512.000	5,199.84
CAST IRON RING AND COVER	kg	2,512.000	5,199.84
		468.000	968.76
		156.000	322.92
0097                          4015.50	685.35	9.000	6,168.15
RECONSTRUCT MANHOLE	EACH	9.000	6,168.15
		6.000	4,112.10
		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	3.000	375.00
		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
		73.440	2,203.20
		0.000	0.00
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	348.000	2,436.00
		263.000	1,841.00
		0.000	0.00
0112                          4051.01	21.35	432.000	9,223.20
EXCAVATION FOR BOX CULVERTS	m3	432.000	9,223.20
		632.480	13,503.46
		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	310.481	111,052.84
		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	15.890	10,972.68
		15.630	10,793.14
		-2.220	-1,533.00
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
		0.500	587.50
		0.000	0.00
0117                          4151.00	1.49	20,172.000	30,056.28
REINFORCING STEEL FOR BOX CULVERT	kg	20,172.000	30,056.28
		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	348.000	539.40
		372.160	576.85
		0.000	0.00
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
		0.000	0.00
		0.000	0.00
0121                          4310.24	465.00	3.000	1,395.00
600 mm FLARED-END SECTION	EACH	3.000	1,395.00
		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	2.000	260.00
		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	1.000	200.00
		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
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	428,854.80
		In place	422,578.05
		This Estimate	-524.73
GROUP 5 SEEDING
0128                          L001.01	2,028.63	8.500	17,243.36
SEEDING, TYPE A	ha	8.500	17,243.36
		0.000	0.00
		0.000	0.00
0129                          L001.02	1,174.47	2.500	2,936.18
SEEDING, TYPE B	ha	2.500	2,936.18
		0.000	0.00
		0.000	0.00
0130                          L032.75	64.06	50.000	3,203.00
MULCH	Mg	50.000	3,203.00
		0.000	0.00
		0.000	0.00
0131                          0030.50	150.00	1.000	150.00
MOBILIZATION	LS	1.000	150.00
		0.000	0.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	23,532.53
		Current	23,532.53
		In place	0.00
		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
		2.000	1,114.48
		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
		16.000	6,328.32
		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
		0.000	0.00
		0.000	0.00
0135                          A001.12	340.43	1.000	340.43
PULL BOX, TYPE PB-5	EACH	1.000	340.43
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
0143                          A006.70	77.65	14.000	1,087.10
PEDESTRIAN PUSHBUTTON, TYPE PPB	EACH	14.000	1,087.10
		0.000	0.00
		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
		0.000	0.00
		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
		33.000	7,044.18
		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
		9.000	2,255.31
		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
		0.000	0.00
		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
		3.000	415.50
		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
		0.750	4,901.37
		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
		0.000	0.00
		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
		2.250	19,080.07
		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
		1.500	12,361.40
		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
		0.750	7,664.58
		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
		0.000	0.00
		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
		0.000	0.00
		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
		118.000	1,197.70
		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
		1,160.500	12,603.03
		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
		17.000	273.02
		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
		0.000	0.00
		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
		89.000	1,127.63
		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
		29.000	466.32
		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
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
0167                          A079.50	1.67	1,196.000	1,997.32
GROUNDING CONDUCTOR	m	1,196.000	1,997.32
		0.000	0.00
		0.000	0.00
0168                          A079.55	2.03	186.000	377.58
SERVICE CABLE	m	186.000	377.58
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
0172                          A501.00	173.39	1.000	173.39
INSTALL TRAFFIC SIGNAL, TYPE TS-1	EACH	1.000	173.39
		0.000	0.00
		0.000	0.00
0173                          A610.10	104.22	1.000	104.22
REMOVE TRAFFIC SIGNAL HEAD	EACH	1.000	104.22
		0.000	0.00
		0.000	0.00
0174                          A630.03	215.63	1.000	215.63
REMOVE PEDESTAL POLE	EACH	1.000	215.63
		0.000	0.00
		0.000	0.00
0175                          A679.57	1.40	457.000	639.80
REMOVE TRAFFIC SIGNAL CABLE	m	457.000	639.80
		0.000	0.00
		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.		0.000	0.00
		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.		0.000	0.00
		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.		0.500	2,259.33
		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		0.500	921.23
		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.		0.500	1,010.47
		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
GROUP 8B ELECTRICAL		Contracted	509,893.16
		Current	509,893.16
		In place	85,935.36
		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
		33,410.000	16,705.00
		3,366.000	1,683.00
0183                          0001.10	1.70	13,403.000	22,785.10
BARRICADE, TYPE III	BDAY	13,403.000	22,785.10
		26,772.000	45,512.40
		1,710.000	2,907.00
0184                          0001.30	1.55	2,260.000	3,503.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	2,260.000	3,503.00
		3,310.000	5,130.50
		96.000	148.80
0185                          0001.90	0.04	54,303.000	2,172.12
SIGN DAY	EACH	54,303.000	2,172.12
		30,429.000	1,217.16
		2,480.000	99.20
0186                          0002.30	0.80	3,300.000	2,640.00
PAVEMENT MARKING REMOVAL	m	3,300.000	2,640.00
		2,630.640	2,104.51
		25.600	20.48
0187                          0002.44	0.69	4,900.000	3,381.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT	m	4,900.000	3,381.00
		34,995.100	24,146.62
		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
		18,362.800	7,712.38
		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
		186.000	1,043.46
		20.000	112.20
0191                          0003.10	185.00	80.000	14,800.00
FLAGGING	DAY	80.000	14,800.00
		39.000	7,215.00
		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
GROUP 10 GENERAL ITEMS		Contracted	112,801.14
		Current	112,801.14
		In place	118,560.03
		This Estimate	5,340.68
Totals for contract		Contracted	5,463,551.55
		Current	5,541,732.67
		In place	2,692,601.33
		This Estimate	31,718.29