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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	1416 LUXA CONSTRUCTION COMPANY, INCORPORATED
Contract ID:	2760
Estimate Number:	0012
Pay Period End Date:	07.26.2003

Contract Location:
IN BLAIR	Estimate Type:	PROG
Contractor:
LUXA CONSTRUCTION COMPANY, INCORPORATED	Date Let:	12.19.2002
925 EAST DIXON ROAD	Date Awarded:	12.27.2002
PO BOX 105	Date Contract Executed:	01.15.2003
	Date Notice to Proceed:	01.15.2003
BLAIR NE 68008	Date Work Began:	02.10.2003
Phone:	Date Physical Work Completed:
(402)426-6600	Date Accepted:
Escrow Agent:
Surety Co:
UNITED STATES FIDELITY & GUARANTY CO.

Counties
WASHINGTON

Project Number		PCT			Fed State Project Number		Description
21760 000		0.000			EACNH-STPB-30-7(113)		GRAD CONCPAVE CULV SEED FENCE ELEC

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$1,501,337.44	$1,358,779.15	$142,558.29
$6,417,898.75	Stockpiled Materials	$121,888.66	$93,669.27	$28,219.39
Original Contract Amt	Gross Earnings	$1,623,226.10	$1,452,448.42	$170,777.68
$6,183,447.41	Retainage	$-15,013.37	$-13,587.79	$-1,425.58
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
23.39%	Net Earnings	$1,608,212.73	$1,438,860.63	$169,352.10
	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	$.00	$.00	$.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	$.00	$.00	$.00
	Payment	$1,608,212.73	$1,438,860.63	$169,352.10
Project Manager			Div. Head/Dist. Eng.
Trujillo, Ray	07.30.2003		Lech, Marvin (Marv)	07.30.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	07.31.2003
Controller Div. Processed
Burling, Laurie	07.31.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0002
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0158	W205.12	12" WATER MAIN PIPE
		S.P. Initial Payment	133,650.00	0214421
		WATER MAIN PIPE AND FITTINGS
		Total for estimate 0002:	133,650.00
Est Nbr:	0003
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0158	W205.12	12" WATER MAIN PIPE
		S.P. Adjustment	-4,806.00	0214421
		WATER MAIN PIPE AND FITTINGS
		Total for estimate 0003:	-4,806.00
Est Nbr:	0004
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0158	W205.12	12" WATER MAIN PIPE
		S.P. Adjustment	-985.50	0214421
		WATER MAIN PIPE AND FITTINGS
		Total for estimate 0004:	-985.50
Est Nbr:	0005
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0158	W205.12	12" WATER MAIN PIPE
		S.P. Adjustment	-20,182.50	0214421
		WATER MAIN PIPE AND FITTINGS
		Total for estimate 0005:	-20,182.50
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0158	W205.12	12" WATER MAIN PIPE
		S.P. Adjustment	-23,368.50	0214421
		WATER MAIN PIPE AND FITTINGS
		Total for estimate 0006:	-23,368.50
Est Nbr:	0007
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0158	W205.12	12" WATER MAIN PIPE
		S.P. Adjustment	-8,910.00	0214421
		WATER MAIN PIPE AND FITTINGS
		Total for estimate 0007:	-8,910.00
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0043	3075.52	10" CONCRETE PAVEMENT, CLASS 47B-3500
		S.P. Initial Payment	2,175.00	3015665
		TIE BARS
		S.P. Adjustment	-2,175.00	3015665
		TIE BARS
0071	4002.00	CAST IRON COVER AND FRAME
		S.P. Initial Payment	11,970.00	120095
		COVER AND FRAMES
0072	4004.50	CAST IRON GRATE AND FRAME
		S.P. Initial Payment	9,227.40	12673 0095
		GRATE AND FRAME
0073	4005.00	CAST IRON RING AND COVER
		S.P. Initial Payment	2,003.40	12673 0095
		RING AND COVER
0158	W205.12	12" WATER MAIN PIPE
		S.P. Adjustment	-8,370.00	0214421
		WATER MAIN PIPE AND FITTINGS
		S.P. Initial Payment	44,905.89	951 3 & 4
		MISC. PIPE FITTINGS
		S.P. Adjustment	-2,808.60	951 3 & 4
		MISC. PIPE FITTINGS
		Total for estimate 0008:	56,928.09
Est Nbr:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0158	W205.12	12" WATER MAIN PIPE
		S.P. Adjustment	-3,591.00	0214421
		WATER MAIN PIPE AND FITTINGS
		S.P. Adjustment	-1,204.98	951 3 & 4
		MISC. PIPE FITTINGS
		Total for estimate 0009:	-4,795.98
Est Nbr:	0010
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0158	W205.12	12" WATER MAIN PIPE
		S.P. Adjustment	-13,176.00	0214421
		WATER MAIN PIPE AND FITTINGS
		S.P. Adjustment	-4,421.28	951 3 & 4
		MISC. PIPE FITTINGS
		Total for estimate 0010:	-17,597.28
Est Nbr:	0011
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0158	W205.12	12" WATER MAIN PIPE
		S.P. Adjustment	-12,177.00	0214421
		WATER MAIN PIPE AND FITTINGS
		S.P. Adjustment	-4,086.06	951 3 & 4
		MISC. PIPE FITTINGS
		Total for estimate 0011:	-16,263.06
Est Nbr:	0012
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0045	3075.56	10" DOWELED CONCRETE PAVEMENT, CLASS 47B-3500
		S.P. Initial Payment	34,905.54	1040900
		DOWEL BARS W/BASKETS
		S.P. Initial Payment	3,574.98	`1040900
		LOOSE DOWEL BARS
0049	4764.35	4" PERFORATED PIPE UNDERDRAIN
		S.P. Initial Payment	3,151.50	1000
		4" PERFORATED PIPE
		S.P. Adjustment	-202.46	1000
		4" PERFORATED PIPE
		S.P. Initial Payment	2,800.05	53827
		Underdrain Fabric
		S.P. Adjustment	-179.88	53827
		Underdrain Fabric
0158	W205.12	12" WATER MAIN PIPE
		S.P. Adjustment	-11,853.00	0214421
		WATER MAIN PIPE AND FITTINGS
		S.P. Adjustment	-3,977.34	951 3 & 4
		MISC. PIPE FITTINGS
		Total for estimate 0012:	28,219.39
		Total remaining for contract:	121,888.66

			1. Contracted
			2. Current
			3. To date
Item Nbr        Item Code	Unit Price		4. This Est
Item Description	Units	Qty	Amount
GROUP 4A NON-PARTICIPATING
4034                          9110.80	396.78	0.000	0.00
RENTAL	HOUR	40.000	15,871.20
H2O MAIN "CREW TIME AND EQUIPMENT" FOR UNFORESEEN CONFLICT(NON-PARTICIPATING ITEM)		43.100	17,101.22
		0.000	0.00
GROUP 4A NON-PARTICIPATING		Contracted	0.00
		Current	15,871.20
		In place	17,101.22
		This Estimate	0.00
GROUP 1 GRADING
0001                          0030.10	38,320.85	1.000	38,320.85
MOBILIZATION	LS	1.000	38,320.85
		1.000	38,320.85
		0.000	0.00
0002                          1009.00	78,713.76	1.000	78,713.76
GENERAL CLEARING AND GRUBBING	LS	1.000	78,713.76
		0.850	66,906.70
		0.000	0.00
0003                          1011.00	15.62	344.000	5,373.28
WATER	MGAL	344.000	5,373.28
		0.000	0.00
		0.000	0.00
0004                          1012.00	46.47	31.000	1,440.57
RIGHT-OF-WAY MARKERS	EACH	31.000	1,440.57
		0.000	0.00
		0.000	0.00
0005                          1016.00	178.80	71.000	12,694.80
RE-ESTABLISH PROPERTY CORNER	EACH	71.000	12,694.80
		0.000	0.00
		0.000	0.00
0006                          1030.00	4.07	34,411.000	140,052.77
EARTHWORK MEASURED IN EMBANKMENT	CY	34,411.000	140,052.77
		20,974.000	85,364.18
		0.000	0.00
0007                          1101.00	3.05	46,255.000	141,077.75
REMOVE PAVEMENT	SY	46,255.000	141,077.75
		8,153.990	24,869.67
		0.000	0.00
0008                          1101.25	2.50	8,500.000	21,250.00
SAWING PAVEMENT	LF	8,500.000	21,250.00
		3,299.250	8,248.13
		0.000	0.00
0009                          1102.00	3.81	14,310.000	54,521.10
REMOVE ASPHALT SURFACE	SY	14,310.000	54,521.10
		3,887.110	14,809.89
		0.000	0.00
0010                          1103.00	5.26	87.000	457.62
REMOVE BRICK SURFACE	SY	87.000	457.62
		27.780	146.12
		0.000	0.00
0011                          1106.00	2.92	6,360.500	18,572.66
REMOVE DRIVEWAY	SY	6,360.500	18,572.66
		709.240	2,070.98
		0.000	0.00
0012                          1107.00	2.65	755.000	2,000.75
REMOVE WALK	SY	755.000	2,000.75
		517.860	1,372.33
		0.000	0.00
0013                          1123.00	11.00	13.000	143.00
REMOVE CONCRETE DITCH LINER	SY	13.000	143.00
		0.000	0.00
		0.000	0.00
0014                          1701.18	19.59	48.000	940.32
18" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	LF	48.000	940.32
		0.000	0.00
		0.000	0.00
0015                          1701.24	23.39	64.000	1,496.96
24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	LF	64.000	1,496.96
		0.000	0.00
		0.000	0.00
0016                          4093.80	12.98	9,802.000	127,229.96
WALL MATERIALS	SF	9,802.000	127,229.96
		3,357.000	43,573.86
		1,155.000	14,991.90
0017                          4095.15	1.05	2,326.000	2,442.30
COMPACTED EARTH LEVELING PAD	LF	2,326.000	2,442.30
		791.700	831.29
		553.000	580.65
0018                          6040.00	258.26	1.000	258.26
REMOVE STRUCTURE	EACH	1.000	258.26
AT STA. 40+56.01 LT.		0.000	0.00
		0.000	0.00
0019                          8024.50	15.28	1,392.000	21,269.76
SELECT GRANULAR BACKFILL FOR RETAINED EARTH STRUCTURE	CY	1,392.000	21,269.76
		556.000	8,495.68
		30.000	458.40
0020                          9110.01	90.75	30.000	2,722.50
RENTAL OF LOADER, FULLY OPERATED	HOUR	30.000	2,722.50
		3.000	272.26
		0.000	0.00
0021                          9110.03	81.23	30.000	2,436.90
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	30.000	2,436.90
		6.000	487.38
		0.000	0.00
0022                          9110.06	106.62	30.000	3,198.60
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	30.000	3,198.60
		11.500	1,226.13
		0.000	0.00
0023                          9110.07	86.28	30.000	2,588.40
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	30.000	2,588.40
		5.000	431.40
		2.000	172.56
0024                          L006.00	63.48	11.000	698.28
COVER CROP SEEDING	ACRE	11.000	698.28
		0.000	0.00
		0.000	0.00
0025                          L006.50	4,654.84	0.250	1,163.71
TEMPORARY SEEDING	ACRE	0.250	1,163.71
		0.000	0.00
		0.000	0.00
0026                          L020.00	1.38	20,756.000	28,643.28
EROSION CONTROL	SY	20,756.000	28,643.28
		0.000	0.00
		0.000	0.00
0027                          L020.09	11.64	390.000	4,539.60
EROSION CONTROL, TYPE AAA	SY	390.000	4,539.60
		0.000	0.00
		0.000	0.00
0028                          L022.25	2.59	3,568.000	9,241.12
FABRIC SILT FENCE, TYPE COIR FIBER	LF	3,568.000	9,241.12
		8,657.000	22,421.63
		0.000	0.00
0029                          L032.75	1,904.26	0.500	952.13
MULCH	TON	0.500	952.13
		0.000	0.00
		0.000	0.00
0030                          P070.24	16.03	46.000	737.38
24" CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	LF	46.000	737.38
		0.000	0.00
		0.000	0.00
4005                          3009.00	75.00	0.000	0.00
PRECAST CONCRETE CURB STOP	EACH	15.000	1,125.00
INSTALL, REMOVE AND SALVAGE PRECAST CONCRETE CURB STOP		13.000	975.00
		0.000	0.00
4015                          9400.25	3.75	0.000	0.00
SAWING	LF	410.000	1,537.50
FOR SLOT REMOVAL AT INTERSECTIONS AND DRIVEWAYS		1,240.000	4,650.00
		0.000	0.00
4016                          1101.00	6.00	0.000	0.00
REMOVE PAVEMENT	SY	350.000	2,100.00
FOR SLOT REMOVAL AT INTERSECTIONS AND DRIVEWAYS		680.210	4,081.26
		0.000	0.00
4031                          1136.11	5.64	0.000	0.00
REMOVE	SY	3,909.000	22,046.76
ASHPHALT OVERLAY, BRICK SURFACING AND CONCRETE PAVEMENT		1,158.990	6,536.70
		0.000	0.00
GROUP 1 GRADING		Contracted	725,178.37
		Current	751,987.63
		In place	336,091.44
		This Estimate	16,203.51
GROUP 3 CONCRETE PAVEMENT
0031                          0030.30	13,375.94	1.000	13,375.94
MOBILIZATION	LS	1.000	13,375.94
		1.000	13,375.94
		0.000	0.00
0032                          2001.03	11.41	151.000	1,722.91
GRAVEL SURFACE COURSE	TON	151.000	1,722.91
		0.000	0.00
		0.000	0.00
0033                          2010.03	11.44	200.000	2,288.00
CRUSHED ROCK SURFACE COURSE	TON	200.000	2,288.00
		0.000	0.00
		0.000	0.00
0034                          3011.26	10.85	622.000	6,748.70
CONCRETE CLASS 47B-3500 CURB, TYPE I	LF	622.000	6,748.70
		570.000	6,184.50
		0.000	0.00
0035                          3012.04	11.27	873.000	9,838.71
CONCRETE CLASS 47B-3500 MEDIAN CURB	LF	873.000	9,838.71
		0.000	0.00
		0.000	0.00
0036                          3013.15	12.91	1,796.000	23,186.36
CONCRETE CLASS 47B-3500 BARRIER CURB	LF	1,796.000	23,186.36
		152.000	1,962.32
		152.000	1,962.32
0037                          3016.21	21.14	1,669.000	35,282.66
CONCRETE CLASS 47B-3000 SIDEWALKS	SY	1,669.000	35,282.66
		40.780	862.09
		0.000	0.00
0038                          3016.62	16.43	8,661.000	142,300.23
6" CONCRETE CLASS 47B-3000 BIKEWAY	SY	8,661.000	142,300.23
		0.000	0.00
		0.000	0.00
0039                          3017.17	24.66	1,501.000	37,014.66
6" CONCRETE CLASS 47B-3000 IMPRINTED SURFACING	SY	1,501.000	37,014.66
		0.000	0.00
		0.000	0.00
0040                          3017.44	47.21	756.000	35,690.76
CONCRETE CLASS 47B-3000 IMPRINTED MEDIAN SURFACING	SY	756.000	35,690.76
		0.000	0.00
		0.000	0.00
0041                          3020.23	29.52	467.000	13,785.84
CONCRETE CLASS 47B-3500 DRIVEWAY 8"	SY	467.000	13,785.84
		0.000	0.00
		0.000	0.00
0042                          3020.24	28.41	4,448.500	126,381.89
CONCRETE CLASS 47B-3500 DRIVEWAY	SY	4,448.500	126,381.89
		564.150	16,027.50
		56.260	1,598.35
0043                          3075.52	22.63	21,437.000	485,119.31
10" CONCRETE PAVEMENT, CLASS 47B-3500	SY	21,437.000	485,119.31
		1,450.630	32,827.76
		0.000	0.00
0044                          3075.53	57.50	514.000	29,555.00
10" IMPRINTED CONCRETE PAVEMENT, CLASS 47B-3500	SY	514.000	29,555.00
		0.000	0.00
		0.000	0.00
0045                          3075.56	21.92	61,712.000	1,352,727.04
10" DOWELED CONCRETE PAVEMENT, CLASS 47B-3500	SY	61,712.000	1,352,727.04
		6,258.120	137,177.99
		0.000	0.00
0046                          3091.20	35.75	563.000	20,127.25
10" CONCRETE PAVEMENT CLASS 47B-HE-3500	SY	563.000	20,127.25
		0.000	0.00
		0.000	0.00
0047                          3300.65	47.61	43.000	2,047.23
CONCRETE PAVEMENT THICKNESS CORE	EACH	43.000	2,047.23
		0.000	0.00
		0.000	0.00
0048                          4015.00	271.36	14.000	3,799.04
ADJUST MANHOLE TO GRADE	EACH	14.000	3,799.04
		3.000	814.08
		0.000	0.00
0049                          4764.35	2.47	16,420.000	40,557.40
4" PERFORATED PIPE UNDERDRAIN	LF	16,420.000	40,557.40
		2,040.270	5,039.47
		1,060.000	2,618.20
0050                          6401.00	68.76	231.000	15,883.56
PEDESTRIAN BARRIER RAIL	LF	231.000	15,883.56
		0.000	0.00
		0.000	0.00
0051                          7500.32	201.00	38.000	7,638.00
ARROW, PREFORMED PAVEMENT MARKING, TYPE 4	EACH	38.000	7,638.00
		0.000	0.00
		0.000	0.00
0052                          7500.48	58.19	12.000	698.28
YIELD PREFORMED PAVEMENT MARKING, TYPE 4	EACH	12.000	698.28
		0.000	0.00
		0.000	0.00
0053                          7502.14	3.19	9,500.000	30,305.00
4" WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	LF	9,500.000	30,305.00
		0.000	0.00
		0.000	0.00
0054                          7503.04	3.19	24,000.000	76,560.00
4" YELLOW PREFORMED PAVEMENT MARKING, TYPE 4	LF	24,000.000	76,560.00
		0.000	0.00
		0.000	0.00
0055                          7508.04	8.25	1,000.000	8,250.00
12" WHITE PREFORMED PAVEMENT MARKING, TYPE 4	LF	1,000.000	8,250.00
		0.000	0.00
		0.000	0.00
0056                          7509.04	8.25	400.000	3,300.00
12" YELLOW PREFORMED PAVEMENT MARKING, TYPE 4	LF	400.000	3,300.00
		0.000	0.00
		0.000	0.00
0057                          8029.10	5.56	84,226.000	468,296.56
AGGREGATE FOUNDATION COURSE-D 4"	SY	84,226.000	468,296.56
		9,240.200	51,375.51
		0.000	0.00
0058                          8060.05	84.42	20.000	1,688.40
GRANULAR SUBDRAIN	EACH	20.000	1,688.40
		0.000	0.00
		0.000	0.00
0059                          9005.45	38.73	590.000	22,850.70
ASPHALTIC CONCRETE, TYPE SP4(0.5)	TON	590.000	22,850.70
		0.000	0.00
		0.000	0.00
0060                          9009.00	4.23	86.000	363.78
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	SY	86.000	363.78
		0.000	0.00
		0.000	0.00
0061                          9009.75	22.14	16,227.000	359,265.78
TEMPORARY SURFACING	SY	16,227.000	359,265.78
		5,387.230	119,273.28
		1,388.930	30,750.91
0062                          9021.08	235.39	31.860	7,499.53
PERFORMANCE GRADED BINDER (64-28)	TON	31.860	7,499.53
		0.000	0.00
		0.000	0.00
0063                          9034.00	8.63	86.000	742.18
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	SY	86.000	742.18
		0.000	0.00
		0.000	0.00
0064                          9053.00	1.06	730.000	773.80
TACK COAT	GAL	730.000	773.80
		0.000	0.00
		0.000	0.00
0065                          9111.00	9.06	350.000	3,171.00
WATER	MGAL	350.000	3,171.00
		0.000	0.00
		0.000	0.00
0066                          9170.00	34.26	305.100	10,452.73
EARTH SHOULDER CONSTRUCTION	STA	305.100	10,452.73
		2.740	93.87
		0.000	0.00
0067                          9173.20	1.34	90,079.000	120,705.86
SUBGRADE PREPARATION	SY	90,079.000	120,705.86
		9,252.020	12,397.71
		0.000	0.00
4001                          7308.10	27.00	0.000	0.00
REMOVE SIGN	EACH	10.000	270.00
REMOVE AND STOCKPILE EXISTING SIGN		3.000	81.00
		0.000	0.00
4002                          9009.77	16.50	0.000	0.00
TEMPORARY SURFACING	TON	50.000	825.00
TEMP. SURFACING FOR INTERSECTIONS AND DRIVEWAYS		364.370	6,012.12
		26.320	434.28
4003                          3016.25	16.79	0.000	0.00
CONCRETE CLASS 47B-3000 SIDEWALK	SY	25.000	419.75
TEMPORARY SIDEWALK FOR CURB RAMPS		8.000	134.32
		0.000	0.00
4004                          3008.05	8.25	0.000	0.00
TIE BARS	EACH	70.000	577.50
TIE BARS @ PERM ISLAND REPLACEMENT; STA. 134+21 - 135+40		96.000	792.00
		0.000	0.00
4006                          3091.18	32.74	0.000	0.00
8" CONCRETE PAVEMENT CLASS 47B-HE-3500	SY	230.000	7,530.20
8" CONC PVMT 47B-HE-3500 FOR TEMPORARY SURFACING		154.830	5,069.13
		0.000	0.00
4008                          4012.18	1,953.18	0.000	0.00
MODIFY CURB INLET	EACH	1.000	1,953.18
MODIFY CURB INLET AT TEMP SURFACING STA. 133+10 LT.		1.000	1,953.18
		0.000	0.00
4009                          9005.03	425.00	0.000	0.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	TON	2.000	850.00
ASPH CONC FOR PATCHING TYPE "SYLVEX"		4.750	2,018.75
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	3,519,994.08
		Current	3,532,419.71
		In place	413,472.52
		This Estimate	37,364.06
GROUP 4 CULVERT
0068                          0030.40	14,148.45	1.000	14,148.45
MOBILIZATION	LS	1.000	14,148.45
		1.000	14,148.45
		0.000	0.00
0069                          1117.00	481.85	2.000	963.70
REMOVE MANHOLE	EACH	2.000	963.70
		4.000	1,927.40
		0.000	0.00
0070                          1119.00	409.44	11.000	4,503.84
REMOVE INLET	EACH	11.000	4,503.84
		2.000	818.88
		0.000	0.00
0071                          4002.00	1.01	14,250.000	14,392.50
CAST IRON COVER AND FRAME	LB	14,250.000	14,392.50
		0.000	0.00
		0.000	0.00
0072                          4004.50	0.74	10,985.000	8,128.90
CAST IRON GRATE AND FRAME	LB	10,985.000	8,128.90
		0.000	0.00
		0.000	0.00
0073                          4005.00	0.69	2,385.000	1,645.65
CAST IRON RING AND COVER	LB	2,385.000	1,645.65
		0.000	0.00
		0.000	0.00
0074                          4015.50	347.89	22.000	7,653.58
RECONSTRUCT MANHOLE	EACH	22.000	7,653.58
		11.000	3,826.79
		0.000	0.00
0075                          4016.00	1,357.68	1.000	1,357.68
MANHOLE	EACH	1.000	1,357.68
AT STA. 118+59.81 33' RT.		1.000	1,357.68
		0.000	0.00
0076                          4018.00	459.21	1.000	459.21
TAPPING EXISTING STRUCTURE	EACH	1.000	459.21
		1.000	459.21
		0.000	0.00
0077                          4018.50	273.03	1.000	273.03
TAPPING EXISTING PIPE	EACH	1.000	273.03
		0.000	0.00
		0.000	0.00
0078                          4020.25	47.51	16.000	760.16
CONCRETE DITCH LINING	SY	16.000	760.16
		0.000	0.00
		0.000	0.00
0079                          4035.00	131.86	3.000	395.58
REMOVE FLARED-END SECTION	EACH	3.000	395.58
		0.000	0.00
		0.000	0.00
0080                          4043.50	6.72	1,122.000	7,539.84
REMOVE SEWER PIPE	LF	1,122.000	7,539.84
		415.000	2,788.80
		0.000	0.00
0081                          4045.00	3,589.94	1.000	3,589.94
REMOVE STRUCTURE	EACH	1.000	3,589.94
AT STA. 42+22.03		0.000	0.00
		0.000	0.00
0082                          4045.01	7,187.50	1.000	7,187.50
REMOVE STRUCTURE	EACH	1.000	7,187.50
AT STA. 44+57.00		0.000	0.00
		0.000	0.00
0083                          4045.02	5,183.81	1.000	5,183.81
REMOVE STRUCTURE	EACH	1.000	5,183.81
AT STA. 55+29.80		0.000	0.00
		0.000	0.00
0084                          4045.03	3,589.94	1.000	3,589.94
REMOVE STRUCTURE	EACH	1.000	3,589.94
AT STA. 57+54.00		0.000	0.00
		0.000	0.00
0085                          4045.04	5,384.92	1.000	5,384.92
REMOVE STRUCTURE	EACH	1.000	5,384.92
AT STA. 73+06.50		0.000	0.00
		0.000	0.00
0086                          4045.05	5,384.92	1.000	5,384.92
REMOVE STRUCTURE	EACH	1.000	5,384.92
AT STA. 75+37.15		0.000	0.00
		0.000	0.00
0087                          4045.06	7,179.89	1.000	7,179.89
REMOVE STRUCTURE	EACH	1.000	7,179.89
AT STA. 88+36.00		0.000	0.00
		0.000	0.00
0088                          4045.07	3,589.94	1.000	3,589.94
REMOVE STRUCTURE	EACH	1.000	3,589.94
AT STA. 99+70.90		0.000	0.00
		0.000	0.00
0089                          4045.08	5,384.92	1.000	5,384.92
REMOVE STRUCTURE	EACH	1.000	5,384.92
AT STA. 1004+59.34		0.000	0.00
		0.000	0.00
0090                          4050.01	3.24	1,084.000	3,512.16
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	CY	1,084.000	3,512.16
		0.000	0.00
		0.000	0.00
0091                          4051.01	15.34	1,000.000	15,340.00
EXCAVATION FOR BOX CULVERTS	CY	1,000.000	15,340.00
		0.000	0.00
		0.000	0.00
0092                          4100.06	561.75	2.400	1,348.20
CLASS 47B-3000 OR AX-3000 CONCRETE FOR HEADWALL	CY	2.400	1,348.20
		0.000	0.00
		0.000	0.00
0093                          4101.06	289.87	206.310	59,803.08
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT	CY	206.310	59,803.08
		1.200	347.84
		0.000	0.00
0094                          4105.59	391.08	497.180	194,437.15
CLASS 47B-3000 CONCRETE FOR INLET AND JUNCTION BOX	CY	497.180	194,437.15
		28.720	11,231.82
		11.720	4,583.46
0095                          4107.07	282.77	1.060	299.74
CLASS 47B-3000 OR AX-3000 CONCRETE FOR CONCRETE COLLARS	CY	1.060	299.74
		1.590	449.60
		0.000	0.00
0096                          4150.00	0.85	350.000	297.50
REINFORCING STEEL FOR HEADWALL	LB	350.000	297.50
		0.000	0.00
		0.000	0.00
0097                          4151.00	0.74	19,035.000	14,085.90
REINFORCING STEEL FOR BOX CULVERT	LB	19,035.000	14,085.90
		102.000	75.48
		0.000	0.00
0098                          4155.50	0.29	33,086.000	9,594.94
REINFORCING STEEL FOR INLET AND JUNCTION BOX	LB	33,086.000	9,594.94
		0.000	0.00
		0.000	0.00
0099                          4157.00	1.13	83.000	93.79
REINFORCING STEEL FOR COLLARS	LB	83.000	93.79
		106.000	119.78
		0.000	0.00
0100                          4230.54	503.73	1.000	503.73
BAR GRATE FOR 54" CONCRETE FLARED-END SECTION	EACH	1.000	503.73
		0.000	0.00
		0.000	0.00
0101                          4310.18	419.38	3.000	1,258.14
18" FLARED-END SECTION	EACH	3.000	1,258.14
		0.000	0.00
		0.000	0.00
0102                          4310.24	401.48	3.000	1,204.44
24" FLARED-END SECTION	EACH	3.000	1,204.44
		2.000	802.96
		0.000	0.00
0103                          4310.30	492.54	6.000	2,955.24
30" FLARED-END SECTION	EACH	6.000	2,955.24
		0.000	0.00
		0.000	0.00
0104                          4310.42	774.50	1.000	774.50
42" FLARED-END SECTION	EACH	1.000	774.50
		0.000	0.00
		0.000	0.00
0105                          4310.54	1,073.01	2.000	2,146.02
54" FLARED-END SECTION	EACH	2.000	2,146.02
		0.000	0.00
		0.000	0.00
0106                          4310.60	954.28	1.000	954.28
60" FLARED-END SECTION	EACH	1.000	954.28
		0.000	0.00
		0.000	0.00
0107                          4320.36	685.74	1.000	685.74
36" ROUND EQUIVALENT FLARED-END SECTION	EACH	1.000	685.74
		1.000	685.74
		0.000	0.00
0108                          4875.24	136.47	74.000	10,098.78
JACKING 24" STORM SEWER PIPE, TYPE 1 CLASS IV	LF	74.000	10,098.78
		80.000	10,917.60
		0.000	0.00
0109                          4875.30	155.51	113.000	17,572.63
JACKING 30" STORM SEWER PIPE, TYPE 1 CLASS IV	LF	113.000	17,572.63
		40.000	6,220.40
		0.000	0.00
0110                          4875.36	191.48	45.000	8,616.60
JACKING 36" STORM SEWER PIPE, TYPE 1, CLASS IV	LF	45.000	8,616.60
		0.000	0.00
		0.000	0.00
0111                          4875.42	213.70	44.000	9,402.80
JACKING 42" STORM SEWER PIPE, TYPE 1 CLASS IV	LF	44.000	9,402.80
		0.000	0.00
		0.000	0.00
0112                          4875.54	304.68	65.000	19,804.20
JACKING 54" STORM SEWER PIPE, TYPE 1 CLASS IV	LF	65.000	19,804.20
		0.000	0.00
		0.000	0.00
0113                          4880.30	155.51	92.000	14,306.92
JACKING 30" CULVERT PIPE, TYPE 2 CLASS IV	LF	92.000	14,306.92
		0.000	0.00
		0.000	0.00
0114                          4880.54	304.68	89.000	27,116.52
JACKING 54" CULVERT PIPE, TYPE 2 CLASS IV	LF	89.000	27,116.52
		0.000	0.00
		0.000	0.00
0115                          4900.24	354.37	19.000	6,733.03
AREA INLET SEDIMENT FILTER	EACH	19.000	6,733.03
		0.000	0.00
		0.000	0.00
0116                          6010.26	437.27	18.800	8,220.68
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	18.800	8,220.68
		0.000	0.00
		0.000	0.00
0117                          6020.00	0.87	965.000	839.55
REINFORCING STEEL FOR BRIDGE	LB	965.000	839.55
		0.000	0.00
		0.000	0.00
0118                          P120.30	40.77	186.000	7,583.22
30" CULVERT PIPE, TYPE 2	LF	186.000	7,583.22
		0.000	0.00
		0.000	0.00
0119                          P120.54	94.15	251.000	23,631.65
54" CULVERT PIPE, TYPE 2	LF	251.000	23,631.65
		0.000	0.00
		0.000	0.00
0120                          P128.30	29.97	92.000	2,757.24
30" CULVERT PIPE, TYPE 2 CLASS IV	LF	92.000	2,757.24
		0.000	0.00
		0.000	0.00
0121                          P128.54	87.25	89.000	7,765.25
54" CULVERT PIPE, TYPE 2 CLASS IV	LF	89.000	7,765.25
		0.000	0.00
		0.000	0.00
0122                          P300.24	51.12	18.000	920.16
24" CULVERT PIPE, TYPE 3,4 OR 5	LF	18.000	920.16
		0.000	0.00
		0.000	0.00
0123                          P700.15	22.28	1,111.000	24,753.08
15" STORM SEWER PIPE, TYPE 1,7 OR 8	LF	1,111.000	24,753.08
		849.000	18,915.72
		0.000	0.00
0124                          P700.18	23.92	5,467.000	130,770.64
18" STORM SEWER PIPE, TYPE 1,7 OR 8	LF	5,467.000	130,770.64
		1,039.000	24,852.88
		0.000	0.00
0125                          P700.24	30.89	1,149.000	35,492.61
24" STORM SEWER PIPE, TYPE 1,7 OR 8	LF	1,149.000	35,492.61
		409.560	12,651.31
		0.000	0.00
0126                          P700.30	43.25	224.000	9,688.00
30" STORM SEWER PIPE, TYPE 1,7 OR 8	LF	224.000	9,688.00
		90.560	3,916.72
		0.000	0.00
0127                          P700.36	45.29	668.000	30,253.72
36" STORM SEWER PIPE, TYPE 1,7 OR 8	LF	668.000	30,253.72
		0.000	0.00
		0.000	0.00
0128                          P702.24	29.70	58.000	1,722.60
24" STORM SEWER PIPE, TYPE 1	LF	58.000	1,722.60
		0.000	0.00
		0.000	0.00
0129                          P702.30	39.54	103.000	4,072.62
30" STORM SEWER PIPE, TYPE 1	LF	103.000	4,072.62
		0.000	0.00
		0.000	0.00
0130                          P702.36	45.92	65.000	2,984.80
36" STORM SEWER PIPE, TYPE 1	LF	65.000	2,984.80
		0.000	0.00
		0.000	0.00
0131                          P702.42	62.93	204.000	12,837.72
42" STORM SEWER PIPE, TYPE 1	LF	204.000	12,837.72
		0.000	0.00
		0.000	0.00
0132                          P702.48	67.45	184.000	12,410.80
48" STORM SEWER PIPE, TYPE 1	LF	184.000	12,410.80
		0.000	0.00
		0.000	0.00
0133                          P702.54	104.83	91.000	9,539.53
54" STORM SEWER PIPE, TYPE 1	LF	91.000	9,539.53
		0.000	0.00
		0.000	0.00
0134                          P702.60	97.01	338.000	32,789.38
60" STORM SEWER PIPE, TYPE 1	LF	338.000	32,789.38
		0.000	0.00
		0.000	0.00
0135                          P705.24	20.94	74.000	1,549.56
24" STORM SEWER PIPE, TYPE 1 CLASS IV	LF	74.000	1,549.56
		80.000	1,675.20
		0.000	0.00
0136                          P705.30	29.97	113.000	3,386.61
30" STORM SEWER PIPE, TYPE 1 CLASS IV	LF	113.000	3,386.61
		40.000	1,198.80
		0.000	0.00
0137                          P705.36	44.62	45.000	2,007.90
36" STORM SEWER PIPE, TYPE 1 CLASS IV	LF	45.000	2,007.90
		0.000	0.00
		0.000	0.00
0138                          P705.42	55.08	44.000	2,423.52
42" STORM SEWER PIPE, TYPE 1 CLASS IV	LF	44.000	2,423.52
		0.000	0.00
		0.000	0.00
0139                          P705.54	87.25	65.000	5,671.25
54" STORM SEWER PIPE, TYPE 1 CLASS IV	LF	65.000	5,671.25
		0.000	0.00
		0.000	0.00
0140                          P707.30	38.39	67.000	2,572.13
30" STORM SEWER PIPE, TYPE 3, 4 OR 5	LF	67.000	2,572.13
		60.000	2,303.40
		0.000	0.00
0141                          P708.60	91.42	178.000	16,272.76
60" STORM SEWER PIPE, TYPE 5	LF	106.000	9,690.52
		0.000	0.00
		0.000	0.00
0142                          P775.36	78.48	111.000	8,711.28
36" ROUND EQUIVALENT STORM SEWER PIPE, TYPE 1	LF	111.000	8,711.28
		60.920	4,781.00
		0.000	0.00
4030                          1990.06	1,958.82	0.000	0.00
EQUIPMENT RENTAL	LS	1.000	1,958.82
ADDED PHASE FOR STORM SEWER AT SOUTH STREET		1.000	1,958.82
		0.000	0.00
4035                          4600.60	168.42	0.000	0.00
60" REINFORCED CONCRETE SEWER PIPE	LF	72.000	12,126.24
TYPE I, CLASS IV		0.000	0.00
		0.000	0.00
4036                          4852.60	522.94	0.000	0.00
JACKING 60" STORM SEWER PIPE, TYPE	LF	72.000	37,651.68
TYPE I, CLASS IV		0.000	0.00
		0.000	0.00
GROUP 4 CULVERT		Contracted	933,272.19
		Current	978,426.69
		In place	128,432.28
		This Estimate	4,583.46
GROUP 4A SANITARY SEWER AND WATER MAIN
0143                          0030.40	7,624.84	1.000	7,624.84
MOBILIZATION	LS	1.000	7,624.84
		1.000	7,624.84
		0.000	0.00
0144                          4795.98	201.16	1.000	201.16
12" PLUG	EACH	2.000	402.32
		0.000	0.00
		0.000	0.00
0145                          4796.00	191.44	11.000	2,105.84
6" PLUG	EACH	8.000	1,531.52
		4.000	765.76
		0.000	0.00
0146                          4796.01	199.06	1.000	199.06
8" PLUG	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00
0147                          4805.20	37.40	128.000	4,787.20
20" STEEL CASING	LF	234.000	8,751.60
		331.000	12,379.40
		31.000	1,159.40
0148                          W100.00	86.69	53.000	4,594.57
CURB STOP AND BOX	EACH	53.000	4,594.57
		0.000	0.00
		0.000	0.00
0149                          W176.23	20.87	1,740.000	36,313.80
5/8" WATER SERVICE	LF	0.000	0.00
		0.000	0.00
		0.000	0.00
0150                          W176.24	17.09	225.000	3,845.25
3/4" WATER SERVICE	LF	1,965.000	33,581.85
		300.000	5,127.00
		0.000	0.00
0151                          W176.26	17.70	680.000	12,036.00
1" WATER SERVICE	LF	680.000	12,036.00
		200.000	3,540.00
		0.000	0.00
0152                          W176.29	161.34	5.000	806.70
1 1/2" WATER SERVICE	LF	5.000	806.70
		0.000	0.00
		0.000	0.00
0153                          W176.30	18.49	520.000	9,614.80
2" WATER SERVICE	LF	520.000	9,614.80
		0.000	0.00
		0.000	0.00
0154                          W176.74	427.14	2.000	854.28
CUT AND CONNECT TO EXISTING 4" MAIN	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00
0155                          W176.75	440.25	4.000	1,761.00
CUT AND CONNECT TO EXISTING 6" MAIN	EACH	6.000	2,641.50
		1.000	440.25
		0.000	0.00
0156                          W176.76	456.69	1.000	456.69
CUT AND CONNECT TO EXISTING 8" MAIN	EACH	1.000	456.69
		0.000	0.00
		0.000	0.00
0157                          W205.06	70.12	102.000	7,152.24
6" WATER MAIN PIPE	LF	120.000	8,414.40
		146.000	10,237.52
		15.000	1,051.80
0158                          W205.12	20.80	9,913.000	206,190.40
12" WATER MAIN PIPE	LF	9,767.000	203,153.60
		7,957.000	165,505.60
		878.000	18,262.40
0159                          W205.62	19.30	1,450.000	27,985.00
6" WATER MAIN RESTRAIN JOINT	LF	1,462.000	28,216.60
		1,389.000	26,807.70
		205.000	3,956.50
0160                          W205.65	37.45	233.000	8,725.85
12" WATER MAIN RESTRAIN JOINT	LF	574.000	21,496.30
		541.000	20,260.45
		215.000	8,051.75
0161                          W205.97	154.71	8.000	1,237.68
CUT AND PLUG EXISTING 6" MAIN	EACH	13.000	2,011.23
		0.000	0.00
		0.000	0.00
0162                          W205.98	125.33	1.000	125.33
PLUG WATER MAIN	EACH	0.000	0.00
8"		0.000	0.00
		0.000	0.00
0163                          W219.64	386.11	4.000	1,544.44
4" GATE VALVE AND BOX	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00
0164                          W219.66	450.43	39.000	17,566.77
6" GATE VALVE AND BOX	EACH	43.000	19,368.49
		36.000	16,215.48
		4.000	1,801.72
0165                          W219.68	607.55	1.000	607.55
8" GATE VALVE AND BOX	EACH	1.000	607.55
		0.000	0.00
		0.000	0.00
0166                          W219.72	1,105.68	17.000	18,796.56
12" GATE VALVE AND BOX	EACH	23.000	25,430.64
		19.000	21,007.92
		1.000	1,105.68
0167                          W222.06	1,781.81	34.000	60,581.54
6" FIRE HYDRANT	EACH	34.000	60,581.54
		26.000	46,327.06
		5.000	8,909.05
0168                          W300.12	53.21	1,184.000	63,000.64
12" CASING	LF	0.000	0.00
		6.000	319.26
		0.000	0.00
0169                          W356.11	246.36	1.000	246.36
6" X 12" X 6" TEE, M.J.	EACH	1.000	246.36
		1.000	246.36
		0.000	0.00
0170                          W356.21	316.82	1.000	316.82
12" X 8" TEE M.J.	EACH	1.000	316.82
		1.000	316.82
		0.000	0.00
0171                          W356.22	237.70	34.000	8,081.80
12" X 6" TEE, SWIVEL JOINT	EACH	34.000	8,081.80
		31.000	7,368.70
		4.000	950.80
0172                          W356.50	310.28	2.000	620.56
CROSS	EACH	0.000	0.00
12" X 4"		0.000	0.00
		0.000	0.00
0173                          W356.51	289.85	4.000	1,159.40
CROSS	EACH	4.000	1,159.40
12" X 6"		3.000	869.55
		0.000	0.00
0174                          W357.20	195.92	1.000	195.92
6" - 90 DEGREE BEND	EACH	4.000	783.68
		0.000	0.00
		0.000	0.00
0175                          W357.44	187.25	11.000	2,059.75
12" - 45 DEGREE BEND	EACH	6.000	1,123.50
		11.000	2,059.75
		5.000	936.25
0176                          W357.51	179.70	5.000	898.50
12" - 11 1/4 DEGREE BEND	EACH	7.000	1,257.90
		2.000	359.40
		0.000	0.00
0177                          W357.54	178.63	6.000	1,071.78
12" - 22 1/2 DEGREE BEND	EACH	15.000	2,679.45
		9.000	1,607.67
		2.000	357.26
0178                          W724.75	466.97	1.000	466.97
CONNECT TO WATER MAIN	EACH	0.000	0.00
6"		0.000	0.00
		0.000	0.00
0179                          W800.33	154.96	7.000	1,084.72
REMOVE HYDRANT	EACH	8.000	1,239.68
		0.000	0.00
		0.000	0.00
0180                          W800.99	51.84	36.000	1,866.24
BORING 12" WATER MAIN	LF	0.000	0.00
		0.000	0.00
		0.000	0.00
4010                          4017.00	1,004.12	0.000	0.00
TAPPING EXISTING MANHOLE	EACH	1.000	1,004.12
@ STA. 117+52.5 RT. (MUNICIPAL SANITARY)		1.000	1,004.12
		0.000	0.00
4011                          4732.08	36.16	0.000	0.00
8" P.V.C. SANITARY SEWER PIPE	LF	655.000	23,684.80
MUNICIPAL SANITARY		641.000	23,178.56
		0.000	0.00
4012                          4042.55	656.11	0.000	0.00
CONNECT SANITARY SERVICE	EACH	4.000	2,624.44
REVISION NO 2 MUNICIPAL SANITARY		4.000	2,624.44
		0.000	0.00
4013                          4015.75	210.07	0.000	0.00
MANHOLE	VFT	21.900	4,600.53
48"SANITARY MANHOLE STA. 110+94, 111+00, 111+98, 114+27 RT		21.900	4,600.53
		0.000	0.00
4014                          1117.00	694.82	0.000	0.00
REMOVE MANHOLE	EACH	2.000	1,389.64
REMOVE EXISTING SANITARY MANHOLE AT STA. 111+89 & 114+45 RT		1.000	694.82
		0.000	0.00
4017                          4976.05	1,805.58	0.000	0.00
ADDITIONAL WORK	LS	1.000	1,805.58
SCOPE EXISTING MUNICIPAL SANITARY SEWER		1.000	1,805.58
		0.000	0.00
4018                          W724.75	1,608.35	0.000	0.00
CONNECT TO WATER MAIN	EACH	2.000	3,216.70
@ EXISTING 12" X 6" CROSS		0.000	0.00
		0.000	0.00
4019                          W357.42	390.36	0.000	0.00
12" - 90 DEGREE BEND	EACH	2.000	780.72
		1.000	390.36
		1.000	390.36
4020                          1137.51	1,009.89	0.000	0.00
REMOVE AND RESET	EACH	2.000	2,019.78
SAMPLING TAP		0.000	0.00
		0.000	0.00
4021                          W356.12	328.19	0.000	0.00
6" X 6" TEE	EACH	1.000	328.19
SWIVEL JOINT		0.000	0.00
		0.000	0.00
4022                          W205.08	33.20	0.000	0.00
8" WATER MAIN PIPE	LF	94.000	3,120.80
RESTRAINED JOINT		0.000	0.00
		0.000	0.00
4023                          W356.14	357.55	0.000	0.00
8" X 6" TEE	EACH	1.000	357.55
SWIVEL JOINT		0.000	0.00
		0.000	0.00
4024                          W356.12	305.04	0.000	0.00
6" X 6" TEE	EACH	1.000	305.04
M.J.		0.000	0.00
		0.000	0.00
4025                          W356.20	466.00	0.000	0.00
12" X 12" TEE	EACH	1.000	466.00
M.J.		2.000	932.00
		0.000	0.00
4026                          W357.52	227.09	0.000	0.00
6" - 22 1/2 DEGREE BEND	EACH	1.000	227.09
		3.000	681.27
		0.000	0.00
4027                          W357.48	227.09	0.000	0.00
6" - 11 1/4 DEGREE BEND	EACH	1.000	227.09
		2.000	454.18
		0.000	0.00
4028                          W800.91	76.69	0.000	0.00
BORING	LF	1,244.000	95,402.36
AND INSTALL 12" STEEL CASING FOR WATER MAIN		1,213.000	93,024.97
		218.000	16,718.42
4029                          W800.91	87.90	0.000	0.00
BORING	LF	207.000	18,195.30
AND INSTALL 20" STEEL CASING FOR WATER MAIN		312.000	27,424.80
		171.000	15,030.90
4032                          A401.03	1,345.30	0.000	0.00
MODIFY	EACH	5.000	6,726.50
H20 MAIN BY "STANDARD OFFSET"(PARTICIPATING ITEM)		1.000	1,345.30
		0.000	0.00
4033                          9110.80	396.78	0.000	0.00
RENTAL	HOUR	40.000	15,871.20
H20 MAIN "CREW TIME AND EQUIPMENT" (PARTICIPATING ITEM)		4.000	1,587.12
		0.000	0.00
GROUP 4A SANITARY SEWER AND WATER MAIN		Contracted	516,784.01
		Current	650,564.76
		In place	509,134.54
		This Estimate	78,682.29
GROUP 5 SEEDING
0181                          0030.50	211.58	1.000	211.58
MOBILIZATION	LS	1.000	211.58
		0.000	0.00
		0.000	0.00
0182                          L001.02	372.39	11.000	4,096.29
SEEDING, TYPE B	ACRE	11.000	4,096.29
		0.000	0.00
		0.000	0.00
0183                          L010.00	4.23	1,714.000	7,250.22
SODDING	SY	1,714.000	7,250.22
		0.000	0.00
		0.000	0.00
0184                          L032.80	476.06	13.200	6,283.99
HYDROMULCH	TON	13.200	6,283.99
		0.000	0.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	17,842.08
		Current	17,842.08
		In place	0.00
		This Estimate	0.00
GROUP 7B FENCE
0185                          0030.70	105.79	1.000	105.79
MOBILIZATION	LS	1.000	105.79
		0.000	0.00
		0.000	0.00
0186                          7110.04	5.55	641.000	3,557.55
4 FOOT CHAIN-LINK FENCE	LF	641.000	3,557.55
		0.000	0.00
		0.000	0.00
0187                          7115.04	49.72	10.000	497.20
END POST FOR 4 FOOT CHAIN-LINK FENCE	EACH	10.000	497.20
		0.000	0.00
		0.000	0.00
0188                          7116.04	55.01	11.000	605.11
CORNER POST FOR 4 FOOT CHAIN-LINK FENCE	EACH	11.000	605.11
		0.000	0.00
		0.000	0.00
GROUP 7B FENCE		Contracted	4,765.65
		Current	4,765.65
		In place	0.00
		This Estimate	0.00
GROUP 8B ELECTRICAL
0189                          0003.75	6,347.52	1.000	6,347.52
TEMPORARY TRAFFIC SIGNAL	EACH	1.000	6,347.52
AT US-30 & SOUTH STREET		1.000	6,347.52
		0.000	0.00
0190                          0030.81	4,717.26	1.000	4,717.26
MOBILIZATION	LS	1.000	4,717.26
		0.000	0.00
		0.000	0.00
0191                          A001.01	476.06	8.000	3,808.48
PULL BOX, TYPE PB-1	EACH	8.000	3,808.48
		0.000	0.00
		0.000	0.00
0192                          A001.02	423.17	3.000	1,269.51
PULL BOX, TYPE PB-1A	EACH	3.000	1,269.51
		0.000	0.00
		0.000	0.00
0193                          A001.12	396.72	6.000	2,380.32
PULL BOX, TYPE PB-5	EACH	6.000	2,380.32
		0.000	0.00
		0.000	0.00
0194                          A001.60	846.34	1.000	846.34
JUNCTION BOX	EACH	1.000	846.34
		0.000	0.00
		0.000	0.00
0195                          A003.10	687.65	4.000	2,750.60
TRAFFIC SIGNAL, TYPE TS-1	EACH	4.000	2,750.60
		0.000	0.00
		0.000	0.00
0196                          A003.20	687.65	4.000	2,750.60
TRAFFIC SIGNAL, TYPE TS-1A	EACH	4.000	2,750.60
		0.000	0.00
		0.000	0.00
0197                          A004.15	952.13	2.000	1,904.26
TRAFFIC SIGNAL, TYPE TS-1B	EACH	2.000	1,904.26
		0.000	0.00
		0.000	0.00
0198                          A006.14	634.75	8.000	5,078.00
PEDESTRIAN SIGNAL, TYPE PS-1	EACH	8.000	5,078.00
		0.000	0.00
		0.000	0.00
0199                          A006.70	158.69	4.000	634.76
PEDESTRIAN PUSHBUTTON, TYPE PPB	EACH	4.000	634.76
		0.000	0.00
		0.000	0.00
0200                          A006.98	290.93	16.000	4,654.88
VEHICLE DETECTOR, TYPE A PREFORMED	EACH	16.000	4,654.88
		4.000	1,163.72
		0.000	0.00
0201                          A007.00	317.38	6.000	1,904.28
VEHICLE DETECTOR, TYPE B PREFORMED	EACH	6.000	1,904.28
		3.000	952.14
		0.000	0.00
0202                          A009.16	1,692.67	5.000	8,463.35
STREET LIGHTING UNIT, TYPE SL-BT-40-12-0.20	EACH	5.000	8,463.35
		0.000	0.00
		0.000	0.00
0203                          A009.23	1,375.30	6.000	8,251.80
STREET LIGHTING UNIT, TYPE SL-S-40-10-0.20	EACH	6.000	8,251.80
		0.000	0.00
		0.000	0.00
0204                          A009.24	1,375.30	3.000	4,125.90
STREET LIGHTING UNIT, TYPE SL-A-40-10.0-0.20	EACH	3.000	4,125.90
		0.000	0.00
		0.000	0.00
0205                          A009.25	1,428.19	59.000	84,263.21
STREET LIGHTING UNIT, TYPE SL-BT-40-10-0.20	EACH	59.000	84,263.21
		0.000	0.00
		0.000	0.00
0206                          A010.23	476.06	8.000	3,808.48
LUMINAIRE, TYPE HML-V-0.4KW	EACH	8.000	3,808.48
		0.000	0.00
		0.000	0.00
0207                          A011.40	4,231.68	2.000	8,463.36
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-35-12	EACH	2.000	8,463.36
		0.000	0.00
		0.000	0.00
0208                          A012.60	6,664.89	2.000	13,329.78
COMBINATION MAST ARM SIGNAL AND LIGHTING POLETYPE CMP-50-12	EACH	2.000	13,329.78
		0.000	0.00
		0.000	0.00
0209                          A014.50	370.27	1.000	370.27
WOOD POLE	EACH	1.000	370.27
		0.000	0.00
		0.000	0.00
0210                          A018.20	15,868.79	1.000	15,868.79
HIGH MAST LIGHTING UNIT, TYPE T-100	EACH	1.000	15,868.79
		0.000	0.00
		0.000	0.00
0211                          A018.81	2,221.63	1.000	2,221.63
FOUNDATION DESIGN	EACH	1.000	2,221.63
		0.000	0.00
		0.000	0.00
0212                          A018.82	264.48	15.000	3,967.20
CONCRETE FOR FOUNDATION	CY	15.000	3,967.20
		0.000	0.00
		0.000	0.00
0213                          A018.83	0.95	1,213.000	1,152.35
REINFORCING STEEL	LB	1,213.000	1,152.35
		0.000	0.00
		0.000	0.00
0214                          A018.84	105.79	6.000	634.74
ANCHOR BOLTS	EACH	6.000	634.74
		0.000	0.00
		0.000	0.00
0215                          A020.30	1,163.71	4.000	4,654.84
LIGHTING CONTROL CENTER, TYPE R	EACH	4.000	4,654.84
		0.000	0.00
		0.000	0.00
0216                          A070.10	2.64	14,850.000	39,204.00
1 1/2-INCH CONDUIT IN TRENCH	LF	14,850.000	39,204.00
		755.000	1,993.20
		0.000	0.00
0217                          A070.14	3.17	1,254.000	3,975.18
2-INCH CONDUIT IN TRENCH	LF	1,254.000	3,975.18
		0.000	0.00
		0.000	0.00
0218                          A070.18	5.29	22.000	116.38
3-INCH CONDUIT IN TRENCH	LF	22.000	116.38
		0.000	0.00
		0.000	0.00
0219                          A072.10	3.70	2,175.000	8,047.50
1 1/2-INCH CONDUIT UNDER ROADWAY	LF	2,175.000	8,047.50
		145.000	536.50
		0.000	0.00
0220                          A072.14	4.23	408.000	1,725.84
2-INCH CONDUIT UNDER ROADWAY	LF	408.000	1,725.84
		0.000	0.00
		0.000	0.00
0221                          A072.18	6.35	65.000	412.75
3-INCH CONDUIT UNDER ROADWAY	LF	65.000	412.75
		0.000	0.00
		0.000	0.00
0222                          A074.14	12.70	380.000	4,826.00
2-INCH CONDUIT, JACKED	LF	380.000	4,826.00
		0.000	0.00
		0.000	0.00
0223                          A077.12	0.37	447.000	165.39
2/C #14 AWG TRAFFIC SIGNAL CABLE	LF	447.000	165.39
		0.000	0.00
		0.000	0.00
0224                          A077.18	0.42	2,271.000	953.82
7/C #14 AWG TRAFFIC SIGNAL CABLE	LF	2,271.000	953.82
		0.000	0.00
		0.000	0.00
0225                          A077.22	1.32	447.000	590.04
12/C #14 AWG TRAFFIC SIGNAL CABLE	LF	447.000	590.04
		0.000	0.00
		0.000	0.00
0226                          A077.97	1.06	600.000	636.00
7/C #14 AWG TRAFFIC SIGNAL CABLE, AERIAL	LF	600.000	636.00
		0.000	0.00
		0.000	0.00
0227                          A079.01	0.37	699.000	258.63
2/C #14 AWG DETECTOR LEAD-IN CABLE	LF	699.000	258.63
		0.000	0.00
		0.000	0.00
0228                          A079.50	0.37	2,395.000	886.15
GROUNDING CONDUCTOR	LF	2,395.000	886.15
		0.000	0.00
		0.000	0.00
0229                          A079.55	0.85	200.000	170.00
SERVICE CABLE	LF	200.000	170.00
		0.000	0.00
		0.000	0.00
0230                          A080.10	0.95	690.000	655.50
STREET LIGHTING CABLE, NO. 2 USE	LF	690.000	655.50
		0.000	0.00
		0.000	0.00
0231                          A080.22	0.42	17,025.000	7,150.50
STREET LIGHTING CABLE, NO. 6 BARE	LF	17,025.000	7,150.50
		0.000	0.00
		0.000	0.00
0232                          A080.24	0.63	33,360.000	21,016.80
STREET LIGHTING CABLE, NO. 6 USE	LF	33,360.000	21,016.80
		0.000	0.00
		0.000	0.00
0233                          A500.20	2,115.84	1.000	2,115.84
INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE TC-170	EACH	1.000	2,115.84
		0.000	0.00
		0.000	0.00
0234                          A610.00	1,548.79	1.000	1,548.79
REMOVE TRAFFIC SIGNAL	EACH	1.000	1,548.79
AT US-30 & SOUTH STRET		1.000	1,548.79
		0.000	0.00
0235                          A700.20	476.06	3.000	1,428.18
RELOCATE STREET LIGHTING UNIT	EACH	3.000	1,428.18
		0.000	0.00
		0.000	0.00
0236                          A800.70	4.76	762.000	3,627.12
MAINTENANCE OF LIGHTING UNITS	DAY	762.000	3,627.12
		0.000	0.00
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	298,132.92
		Current	298,132.92
		In place	12,541.87
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0237                          0001.08	0.50	46,255.000	23,127.50
BARRICADE, TYPE II	BDAY	46,255.000	23,127.50
		28,765.000	14,382.50
		2,343.000	1,171.50
0238                          0001.10	1.88	14,699.000	27,634.12
BARRICADE, TYPE III	BDAY	14,699.000	27,634.12
		8,723.000	16,399.24
		627.000	1,178.76
0239                          0001.75	4.23	1,220.000	5,160.60
TEMPORARY SIGN DAY	EACH	1,220.000	5,160.60
		274.000	1,159.02
		0.000	0.00
0240                          0001.90	0.25	32,563.000	8,140.75
SIGN DAY	EACH	32,563.000	8,140.75
		10,301.000	2,575.25
		518.000	129.50
0241                          0001.98	3.17	6,378.000	20,218.26
CONTRACTOR FURNISHED SIGN	EACH	6,378.000	20,218.26
		4,436.000	14,062.12
		331.000	1,049.27
0242                          0002.30	0.19	75,000.000	14,250.00
PAVEMENT MARKING REMOVAL	LF	75,000.000	14,250.00
		12,436.000	2,362.84
		0.000	0.00
0243                          0002.44	0.20	95,000.000	19,000.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT	LF	95,000.000	19,000.00
		25,199.000	5,039.80
		0.000	0.00
0244                          0002.47	0.13	75,000.000	9,750.00
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION	LF	75,000.000	9,750.00
		23,578.000	3,065.14
		0.000	0.00
0245                          0002.97	79.34	74.000	5,871.16
FLASHING ARROW PANEL	DAY	74.000	5,871.16
		2.000	158.68
		0.000	0.00
0246                          0003.10	365.99	75.000	27,449.25
FLAGGING	DAY	75.000	27,449.25
		50.500	18,482.50
		6.000	2,195.94
0247                          0010.04	6,347.52	1.000	6,347.52
FIELD OFFICE	EACH	1.000	6,347.52
		1.000	6,347.52
		0.000	0.00
0248                          0030.00	528.96	1.000	528.96
MOBILIZATION	LS	1.000	528.96
		1.000	528.96
		0.000	0.00
4007                          0002.52	2.05	0.000	0.00
TEMPORARY PAVEMENT MARKING, TYPE RPM	EACH	200.000	410.00
		0.000	0.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	167,478.12
		Current	167,888.12
		In place	84,563.57
		This Estimate	5,724.97
Totals for contract		Contracted	6,183,447.41
		Current	6,417,898.76
		In place	1,501,337.44
		This Estimate	142,558.29