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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0574 CONSTRUCTORS, INC.
Contract ID:	1137X
Estimate Number:	0035
Pay Period End Date:	12.04.2002

Contract Location:
IN AUBURN	Estimate Type:	PROG
Contractor:
CONSTRUCTORS, INC.	Date Let:	06.29.2000
1815 Y STREET	Date Awarded:	07.06.2000
PO BOX 80268	Date Contract Executed:	07.13.2000
	Date Notice to Proceed:	07.13.2000
LINCOLN NE 68501	Date Work Began:	07.31.2000
Phone:	Date Physical Work Completed:
(402)434-1764	Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY

Counties
NEMAHA

Project Number		PCT			Fed State Project Number		Description
12137 000		0.000			S-75-1(1007)		GRAD CONC PAVE CULV FENCE ELEC

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$4,450,000.62	$4,441,598.36	$8,402.26
$4,393,327.95	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$4,450,000.62	$4,441,598.36	$8,402.26
$4,265,051.46	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
101.29%	Net Earnings	$4,425,000.62	$4,416,598.36	$8,402.26
	Liquidated Damages	$.00	-$11,520.00	$11,520.00
	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	$228.67	$228.67	$.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	$228.67	-$11,291.33	$11,520.00
	Payment	$4,425,229.29	$4,405,307.03	$19,922.26
Project Manager			Div. Head/Dist. Eng.
Mueller, Gerald	12.04.2002		Sklenar, Michael J	12.05.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	12.05.2002
Controller Div. Processed
Burling, Laurie	12.05.2002

		Detailed breakdown of stockpiled materials
		Total remaining for contract:	0.00

			1. Contracted
			2. Current
			3. To date
Item Nbr        Item Code	Unit Price		4. This Est
Item Description	Units	Qty	Amount
GROUP 1 GRADING
0001                          L020.07	6.00	144.000	864.00
EROSION CONTROL, TYPE B-1	m2	144.000	864.00
		144.000	864.00
		0.000	0.00
0002                          L020.09	13.00	32.000	416.00
EROSION CONTROL, TYPE AAA	m2	32.000	416.00
		0.000	0.00
		0.000	0.00
0003                          L022.11	9.00	1,324.000	11,916.00
FABRIC SILT FENCE-LOW POROSITY	m	1,324.000	11,916.00
		953.000	8,577.00
		0.000	0.00
0004                          0030.10	1,100.00	1.000	1,100.00
MOBILIZATION	LS	1.000	1,100.00
		1.000	1,100.00
		0.000	0.00
0005                          1009.00	27,300.00	1.000	27,300.00
GENERAL CLEARING AND GRUBBING	LS	1.000	27,300.00
		1.000	27,300.00
		0.000	0.00
0006                          1010.01	2.90	12,517.000	36,299.30
EXCAVATION (ESTABLISHED QUANTITY)	m3	12,517.000	36,299.30
		12,517.000	36,299.30
		0.000	0.00
0007                          1010.10	4.30	10,294.000	44,264.20
EXCAVATION, BORROW	m3	10,294.000	44,264.20
		12,809.000	55,078.70
		0.000	0.00
0008                          1011.00	1.65	392.000	646.80
WATER	kL	392.000	646.80
		0.000	0.00
		0.000	0.00
0009                          1012.00	110.00	10.000	1,100.00
RIGHT-OF-WAY MARKERS	EACH	10.000	1,100.00
		7.000	770.00
		0.000	0.00
0010                          1101.00	3.80	25,750.000	97,850.00
REMOVE PAVEMENT	m2	25,750.000	97,850.00
		25,908.894	98,453.78
		0.000	0.00
0011                          1101.25	8.20	614.500	5,038.90
SAWING PAVEMENT	m	614.500	5,038.90
		180.100	1,476.82
		0.000	0.00
0012                          1102.00	2.50	182.000	455.00
REMOVE ASPHALT SURFACE	m2	182.000	455.00
		330.982	827.46
		0.000	0.00
0013                          1106.00	3.70	5,478.000	20,268.60
REMOVE DRIVEWAY	m2	5,478.000	20,268.60
		5,566.563	20,596.29
		0.000	0.00
0014                          1107.00	3.55	3,768.000	13,376.40
REMOVE WALK	m2	3,768.000	13,376.40
		3,885.728	13,794.32
		0.000	0.00
0015                          1108.00	6.75	1,649.000	11,130.75
REMOVE COMBINATION CURB AND GUTTER	m	1,649.000	11,130.75
		1,649.000	11,130.75
		0.000	0.00
0016                          1111.00	15.65	30.000	469.50
REMOVE FENCE	m	30.000	469.50
		0.000	0.00
		0.000	0.00
0017                          1111.16	515.00	1.000	515.00
REMOVE PLANTER	EACH	1.000	515.00
BRICK		1.000	515.00
		0.000	0.00
0018                          1113.00	320.00	1.000	320.00
REMOVE STEP	EACH	1.000	320.00
TERRACED		1.000	320.00
		0.000	0.00
0019                          1114.10	59.00	24.100	1,421.90
REMOVE RETAINING WALL	m	24.100	1,421.90
		24.100	1,421.90
		0.000	0.00
0020                          1121.10	320.00	1.000	320.00
REMOVE FLUME	EACH	1.000	320.00
		1.000	320.00
		0.000	0.00
0021                          1124.00	730.00	1.000	730.00
REMOVE BUILDING	EACH	1.000	730.00
AT STA. 78+05.24 RT		0.000	0.00
		0.000	0.00
0022                          1124.01	580.00	1.000	580.00
REMOVE BUILDING	EACH	1.000	580.00
AT STA. 83+16.76 LT		1.000	580.00
		0.000	0.00
0023                          1125.00	4,000.00	1.000	4,000.00
CLEAR TRACT	EACH	1.000	4,000.00
STA 85+15 TO STA 83+40 LT		1.000	4,000.00
		0.000	0.00
0024                          1130.00	2,700.00	3.000	8,100.00
REMOVE UNDERGROUND TANK	EACH	3.000	8,100.00
		5.000	13,500.00
		0.000	0.00
0025                          1701.18	72.00	49.000	3,528.00
450 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	49.000	3,528.00
		61.000	4,392.00
		0.000	0.00
0026                          4045.00	510.00	1.000	510.00
REMOVE STRUCTURE	EACH	1.000	510.00
AT STA. 78+11.5 28.5 RT		1.000	510.00
		0.000	0.00
0027                          6103.00	3.05	860.000	2,623.00
GEOGRID	m2	860.000	2,623.00
		410.000	1,250.50
		0.000	0.00
0028                          8090.00	24.05	410.000	9,860.50
GRANULAR FILL	m3	410.000	9,860.50
		387.040	9,308.31
		0.000	0.00
0418                          1135.58	1,652.00	0.000	0.00
REMOVE CONCRETE OBSTRUCTION	LS	1.000	1,652.00
Removal of Concrete obstruction from under existing pavement		1.000	1,652.00
		0.000	0.00
0428                          1106.00	12.244	0.000	0.00
REMOVE DRIVEWAY	m2	23.595	288.90
Remove Driveway (155 mm)		23.595	288.90
		0.000	0.00
0429                          1101.00	14.19	0.000	0.00
REMOVE PAVEMENT	m2	42.615	604.71
Remove Pavement (230 mm)		42.615	604.71
		0.000	0.00
0430                          1107.00	11.553	0.000	0.00
REMOVE WALK	m2	23.799	274.95
Remove Sidewalk		23.799	274.95
		0.000	0.00
GROUP 1 GRADING		Contracted	305,003.85
		Current	307,824.40
		In place	315,206.69
		This Estimate	0.00
GROUP 3 CONCRETE PAVEMENT
0029                          L006.50	1,038.47	2.700	2,803.87
TEMPORARY SEEDING	ha	2.700	2,803.87
		3.220	3,343.87
		0.000	0.00
0030                          L010.00	7.00	9,763.000	68,341.00
SODDING	m2	9,763.000	68,341.00
		12,518.979	87,632.85
		1,128.979	7,902.85
0031                          L032.80	340.00	7.300	2,482.00
HYDROMULCH	Mg	7.300	2,482.00
		7.250	2,465.00
		0.000	0.00
0032                          W600.03	110.00	29.000	3,190.00
ADJUST VALVE BOX TO GRADE	EACH	29.000	3,190.00
		0.000	0.00
		0.000	0.00
0033                          0002.30	3.30	750.000	2,475.00
PAVEMENT MARKING REMOVAL	m	750.000	2,475.00
		1,698.000	5,603.40
		0.000	0.00
0034                          0002.45	10.95	68.100	745.70
TEMPORARY BROKEN LINES	StaM	68.100	745.70
		7.620	83.44
		0.000	0.00
0035                          0002.75	0.20	8,200.000	1,640.00
PERMANENT PAVEMENT MARKING	m	8,200.000	1,640.00
		903.900	180.78
		0.000	0.00
0036                          0030.40	60,000.00	1.000	60,000.00
MOBILIZATION	LS	1.000	60,000.00
		1.000	60,000.00
		0.000	0.00
0037                          2010.03	11.50	61.500	707.25
CRUSHED ROCK SURFACE COURSE	Mg	61.500	707.25
		1,135.974	13,063.69
		0.000	0.00
0038                          2020.50	32.50	30.000	975.00
SURFACING	m2	30.000	975.00
		0.000	0.00
		0.000	0.00
0039                          3013.11	39.90	125.000	4,987.50
CONCRETE CLASS 47B-25 BARRIER CURB	m	125.000	4,987.50
		63.100	2,517.69
		0.000	0.00
0040                          3014.12	42.75	118.000	5,044.50
COMBINATION CONCRETE CLASS 47B-25 CURB AND GUTTER	m	118.000	5,044.50
		76.500	3,270.38
		0.000	0.00
0041                          3016.21	23.25	6,879.000	159,936.75
CONCRETE CLASS 47B-20 SIDEWALKS	m2	6,879.000	159,936.75
		6,844.874	159,143.35
		0.000	0.00
0042                          3017.40	28.35	113.000	3,203.55
CONCRETE CLASS 47B-20 MEDIAN SURFACING	m2	113.000	3,203.55
		118.631	3,363.19
		0.000	0.00
0043                          3020.26	27.40	2,926.000	80,172.40
CONCRETE CLASS 47B-25 DRIVEWAY	m2	2,926.000	80,172.40
		3,678.235	100,783.65
		0.000	0.00
0044                          3075.11	28.00	1,945.000	54,460.00
155 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	1,945.000	54,460.00
		1,614.279	45,199.81
		0.000	0.00
0045                          3075.51	35.90	13,767.000	494,235.30
255 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	13,767.000	494,235.30
		14,335.321	514,638.01
		0.000	0.00
0046                          3075.55	34.60	15,441.600	534,279.36
255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	15,441.600	534,279.36
		15,183.505	525,349.29
		0.000	0.00
0047                          3089.25	16.15	400.000	6,460.00
TEMPORARY SURFACING	m2	400.000	6,460.00
		420.138	6,785.24
		0.000	0.00
0048                          3091.25	38.45	747.000	28,722.15
230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-HE-25	m2	0.000	0.00
		0.000	0.00
		0.000	0.00
0049                          4015.00	220.00	25.000	5,500.00
ADJUST MANHOLE TO GRADE	EACH	25.000	5,500.00
		12.000	2,640.00
		0.000	0.00
0050                          4764.35	15.50	3,038.600	47,098.30
100 mm PERFORATED PIPE UNDERDRAIN	m	3,038.600	47,098.30
		3,115.250	48,286.38
		0.000	0.00
0051                          7492.04	2.08	800.000	1,664.00
100 mm WHITE THERMOPLASTIC, TYPE C	m	800.000	1,664.00
		295.000	613.60
		0.000	0.00
0052                          7492.05	2.08	3,550.000	7,384.00
100 mm YELLOW THERMOPLASTIC, TYPE C	m	3,550.000	7,384.00
		3,362.000	6,992.96
		0.000	0.00
0053                          7500.32	218.00	26.000	5,668.00
ARROW, PREFORMED PAVEMENT MARKING, TYPE 4	EACH	26.000	5,668.00
		26.000	5,668.00
		0.000	0.00
0054                          7502.04	6.83	600.000	4,098.00
100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4	m	600.000	4,098.00
		431.000	2,943.73
		0.000	0.00
0055                          7508.03	20.50	30.000	615.00
300 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 3	m	30.000	615.00
		49.900	1,022.95
		49.900	1,022.95
0056                          7512.03	41.00	95.000	3,895.00
600 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 3	m	95.000	3,895.00
		88.200	3,616.20
		0.000	0.00
0057                          8029.04	6.05	33,008.000	199,698.40
AGGREGATE FOUNDATION COURSE 100 mm	m2	0.000	0.00
		0.000	0.00
		0.000	0.00
0058                          8029.86	3.05	8,970.000	27,358.50
BITUMINOUS FOUNDATION COURSE 150 mm	m2	8,970.000	27,358.50
		8,970.000	27,358.50
		0.000	0.00
0059                          9005.00	42.60	100.000	4,260.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	100.000	4,260.00
SP2		0.000	0.00
		0.000	0.00
0060                          9005.30	30.50	7,630.000	232,715.00
ASPHALTIC CONCRETE, TYPE SP2(12.5)	Mg	7,630.000	232,715.00
		8,336.039	254,249.21
		0.000	0.00
0061                          9009.00	6.95	210.000	1,459.50
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	210.000	1,459.50
		823.300	5,721.94
		0.000	0.00
0062                          9021.01	239.80	396.760	95,143.05
PERFORMANCE GRADED BINDER (64-22)	Mg	396.760	95,143.05
		293.781	70,448.69
		0.000	0.00
0063                          9034.00	2.75	210.000	577.50
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	210.000	577.50
		256.000	704.00
		0.000	0.00
0064                          9053.00	0.22	11,330.000	2,492.60
TACK COAT	L	11,330.000	2,492.60
		11,640.130	2,560.84
		0.000	0.00
0065                          9111.00	2.25	95.000	213.75
WATER	kL	95.000	213.75
		18.000	40.51
		0.000	0.00
0066                          9170.00	560.00	108.060	60,513.60
EARTH SHOULDER CONSTRUCTION	StaM	108.060	60,513.60
		101.846	57,033.76
		0.000	0.00
0067                          9173.05	1,605.00	22.409	35,966.45
SUBGRADE PREPARATION, TYPE A	StaM	22.409	35,966.45
		22.409	35,966.45
		0.000	0.00
0068                          9173.20	1.65	41,978.000	69,263.70
SUBGRADE PREPARATION	m2	41,978.000	69,263.70
		44,952.243	74,171.22
		0.000	0.00
0401                          2018.25	5.60	0.000	0.00
CRUSHED CONCRETE	m2	33,008.000	184,844.80
Crushed Concrete		32,310.099	180,936.55
		0.000	0.00
0402                          6960.02	1,000.00	0.000	0.00
ADDITIONAL WORK	LS	1.000	1,000.00
Remove and dispose of light poles and signs (Hardee's)		1.000	1,000.00
		0.000	0.00
0406                          3091.26	42.72	0.000	0.00
255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-HE-25	m2	747.000	31,911.84
255 mm Doweled Conc Pvmt		1,176.994	50,281.18
		0.000	0.00
0416                          3008.20	16.50	0.000	0.00
CROSS STITCHING	EACH	42.000	693.00
Cross Stitching		42.000	693.00
		0.000	0.00
0427                          0030.00		1.000
MOBILIZATION	LS	2.000	0.00
Mobilization for Change Order #015		1.000	10,500.00
		0.000	0.00
0431                          3020.26	84.137	0.000	0.00
CONCRETE CLASS 47B-25 DRIVEWAY	m2	23.886	2,009.70
Build Driveway (155 mm)		23.886	2,009.70
		0.000	0.00
0432                          3075.41	111.765	0.000	0.00
230 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	42.615	4,762.87
Build Concrete Pavement (230 mm)		42.615	4,762.87
		0.000	0.00
0433                          3016.21	69.067	0.000	0.00
CONCRETE CLASS 47B-20 SIDEWALKS	m2	25.239	1,743.18
Build Sidewalk (100 mm)		25.239	1,743.18
		0.000	0.00
0434                          3008.16	12.915	0.000	0.00
DOWEL BAR	EACH	87.000	1,123.61
Install Smooth Dowels (25 mm)		87.000	1,123.61
		0.000	0.00
0435                          1101.25	24.113	0.000	0.00
SAWING PAVEMENT	m	18.228	439.53
Saw Cut (Full Depth)		18.228	439.53
		0.000	0.00
0442                          L010.00	15.069	0.000	0.00
SODDING	m2	63.984	964.17
Sodding		63.984	964.17
		0.000	0.00
602                           9300.56	30.50	0.000	0.00
SUPERPAVE QUALITY INCENTIVE	Mg	305.917	9,330.47
SUPERPAVE QUALITY INCENTIVE		305.917	9,330.47
		0.000	0.00
603                           3300.03	-719.79	0.000	0.00
DEDUCTION	LS	1.000	-719.79
DEDUCTION FOR 255MM PAVEMENT THICKNESS DEFICIENCYSEE DEDUCT LETTER FROM TERRY MASTERS DATED JUNE 10,2002		1.000	-719.79
		1.000	-719.79
GROUP 3 CONCRETE PAVEMENT		Contracted	2,320,445.67
		Current	2,340,628.49
		In place	2,396,527.05
		This Estimate	8,206.01
GROUP 4 CULVERTS
0069                          P300.18	99.50	4.000	398.00
450 mm CULVERT PIPE, TYPE 3,4 OR 5	m	4.000	398.00
		4.000	398.00
		0.000	0.00
0070                          P300.36	155.25	6.000	931.50
900 mm CULVERT PIPE, TYPE 3,4 OR 5	m	0.000	0.00
		0.000	0.00
		0.000	0.00
0071                          P406.48	221.90	14.000	3,106.60
1200 mm CULVERT PIPE, TYPE 2,3,4 OR 5	m	14.000	3,106.60
		25.000	5,547.50
		0.000	0.00
0072                          P700.15	86.35	165.000	14,247.75
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	165.000	14,247.75
		160.000	13,816.00
		0.000	0.00
0073                          P700.18	100.55	1,046.500	105,225.58
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	1,046.500	105,225.58
		1,083.500	108,945.93
		0.000	0.00
0074                          P700.24	130.10	316.500	41,176.65
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	316.500	41,176.65
		313.000	40,721.30
		0.000	0.00
0075                          P700.30	169.45	297.000	50,326.65
750 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	297.000	50,326.65
		295.500	50,072.48
		0.000	0.00
0076                          P702.18	101.70	4.000	406.80
450 mm STORM SEWER PIPE, TYPE 1	m	4.000	406.80
		8.000	813.60
		0.000	0.00
0077                          P705.48	350.00	71.000	24,850.00
1200 mm STORM SEWER PIPE, TYPE 1 CLASS IV	m	71.000	24,850.00
		63.000	22,050.00
		0.000	0.00
0078                          P775.24	175.00	17.000	2,975.00
600 mm ROUND EQUIVALENT STORM SEWER PIPE, TYPE 1	m	17.000	2,975.00
		17.000	2,975.00
		0.000	0.00
0079                          0030.40	15,000.00	1.000	15,000.00
MOBILIZATION	LS	1.000	15,000.00
		1.000	15,000.00
		0.000	0.00
0080                          1117.00	345.95	20.000	6,919.00
REMOVE MANHOLE	EACH	20.000	6,919.00
		17.000	5,881.15
		0.000	0.00
0081                          1119.00	180.40	42.000	7,576.80
REMOVE INLET	EACH	42.000	7,576.80
		42.000	7,576.80
		0.000	0.00
0082                          1119.50	393.50	1.000	393.50
REMOVE JUNCTION BOX	EACH	1.000	393.50
		1.000	393.50
		0.000	0.00
0083                          4002.00	2.95	7,675.000	22,641.25
CAST IRON COVER AND FRAME	kg	7,675.000	22,641.25
		7,448.000	21,971.60
		0.000	0.00
0084                          4004.50	3.05	3,216.000	9,808.80
CAST IRON GRATE AND FRAME	kg	3,216.000	9,808.80
		3,216.000	9,808.80
		0.000	0.00
0085                          4016.00	1,860.00	1.000	1,860.00
MANHOLE	EACH	1.000	1,860.00
AT STA 72+12.49 8.67 m LT		1.000	1,860.00
		0.000	0.00
0086                          4016.01	1,750.00	1.000	1,750.00
MANHOLE	EACH	1.000	1,750.00
AT STA 73+24.44 7.72 m LT		1.000	1,750.00
		0.000	0.00
0087                          4016.02	1,860.00	1.000	1,860.00
MANHOLE	EACH	1.000	1,860.00
AT STA 73+41.91 7.85 m LT		1.000	1,860.00
		0.000	0.00
0088                          4016.03	2,400.00	1.000	2,400.00
MANHOLE	EACH	1.000	2,400.00
AT STA 76+85.78 7.85 m LT		1.000	2,400.00
		0.000	0.00
0089                          4016.04	1,860.00	1.000	1,860.00
MANHOLE	EACH	1.000	1,860.00
AT STA 80+20.96 7.19 m LT		1.000	1,860.00
		0.000	0.00
0090                          4016.05	1,860.00	1.000	1,860.00
MANHOLE	EACH	1.000	1,860.00
AT STA 81+56.27 7.05 m LT		1.000	1,860.00
		0.000	0.00
0091                          4016.06	2,740.00	1.000	2,740.00
MANHOLE	EACH	1.000	2,740.00
AT STA 82+51.93 7.31 m LT		1.000	2,740.00
		0.000	0.00
0092                          4016.07	2,190.00	1.000	2,190.00
MANHOLE	EACH	1.000	2,190.00
AT STA 82+72.51 7.32 m LT		1.000	2,190.00
		0.000	0.00
0093                          4016.08	2,190.00	1.000	2,190.00
MANHOLE	EACH	1.000	2,190.00
AT STA 83+11.40 8.02 m LT		1.000	2,190.00
		0.000	0.00
0094                          4016.09	2,500.00	1.000	2,500.00
MANHOLE	EACH	1.000	2,500.00
AT STA 83+28.20 8.02 m LT		1.000	2,500.00
		0.000	0.00
0095                          4016.10	2,400.00	1.000	2,400.00
MANHOLE	EACH	1.000	2,400.00
AT STA 83+73.30 8.02 m LT		1.000	2,400.00
		0.000	0.00
0096                          4016.11	2,500.00	1.000	2,500.00
MANHOLE	EACH	1.000	2,500.00
AT STA 83+88.50 8.02 m LT		1.000	2,500.00
		0.000	0.00
0097                          4016.12	2,500.00	1.000	2,500.00
MANHOLE	EACH	1.000	2,500.00
AT STA 84+42.47 8.02 m LT		1.000	2,500.00
		0.000	0.00
0098                          4016.13	2,625.00	1.000	2,625.00
MANHOLE	EACH	0.000	0.00
AT STA 84+98.31 15.75 m LT		0.000	0.00
		0.000	0.00
0099                          4016.14	2,190.00	1.000	2,190.00
MANHOLE	EACH	1.000	2,190.00
AT STA 86+04.41 11.44 m LT		1.000	2,190.00
		0.000	0.00
0100                          4016.15	1,750.00	1.000	1,750.00
MANHOLE	EACH	1.000	1,750.00
AT STA 87+21.82 7.84 m LT		1.000	1,750.00
		0.000	0.00
0101                          4016.16	1,425.00	1.000	1,425.00
MANHOLE	EACH	1.000	1,425.00
AT STA 88+50.30 9.05 m LT		1.000	1,425.00
		0.000	0.00
0102                          4016.17	1,750.00	1.000	1,750.00
MANHOLE	EACH	1.000	1,750.00
AT STA 88+57.15 9.05 m LT		1.000	1,750.00
		0.000	0.00
0103                          4016.18	1,530.00	1.000	1,530.00
MANHOLE	EACH	1.000	1,530.00
AT STA 1800+18.06 45.16 m RT		1.000	1,530.00
		0.000	0.00
0104                          4016.19	2,080.00	1.000	2,080.00
MANHOLE	EACH	1.000	2,080.00
AT STA 1800+41.34 10.68 m RT		1.000	2,080.00
		0.000	0.00
0105                          4018.00	455.00	1.000	455.00
TAPPING EXISTING STRUCTURE	EACH	1.000	455.00
		1.000	455.00
		0.000	0.00
0106                          4043.50	26.25	1,147.000	30,108.75
REMOVE SEWER PIPE	m	1,147.000	30,108.75
		1,226.000	32,182.50
		0.000	0.00
0107                          4044.00	1,100.00	1.000	1,100.00
PREPARATION OF STRUCTURE	EACH	1.000	1,100.00
AT STA 76+38.76 LT		1.000	1,100.00
		0.000	0.00
0108                          4050.01	14.20	21.000	298.20
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	21.000	298.20
		162.000	2,300.40
		0.000	0.00
0109                          4051.01	16.40	24.000	393.60
EXCAVATION FOR BOX CULVERTS	m3	24.000	393.60
		24.000	393.60
		0.000	0.00
0110                          4093.80	149.55	459.000	68,643.45
WALL MATERIALS	m2	720.300	107,720.87
		720.300	107,720.87
		0.000	0.00
0111                          4095.15	16.30	491.000	8,003.30
COMPACTED EARTH LEVELING PAD	m	560.320	9,133.22
		560.320	9,133.22
		0.000	0.00
0112                          4100.06	946.00	6.300	5,959.80
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL	m3	6.300	5,959.80
		6.300	5,959.80
		0.000	0.00
0113                          4101.06	545.00	12.000	6,540.00
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	12.000	6,540.00
		12.000	6,540.00
		0.000	0.00
0114                          4103.06	710.00	9.070	6,439.70
CLASS 47B-20 CONCRETE FOR STEP	m3	9.070	6,439.70
		9.985	7,089.35
		0.000	0.00
0115                          4105.58	655.00	205.490	134,595.95
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	205.490	134,595.95
		206.705	135,391.78
		0.250	163.75
0116                          4107.07	765.00	0.320	244.80
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	0.320	244.80
		0.000	0.00
		0.000	0.00
0117                          4130.06	875.00	0.040	35.00
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG	m3	0.040	35.00
		0.000	0.00
		0.000	0.00
0118                          4150.00	2.50	255.000	637.50
REINFORCING STEEL FOR HEADWALL	kg	255.000	637.50
		450.000	1,125.00
		0.000	0.00
0119                          4151.00	2.50	569.000	1,422.50
REINFORCING STEEL FOR BOX CULVERT	kg	569.000	1,422.50
		569.000	1,422.50
		0.000	0.00
0120                          4155.50	2.50	8,726.000	21,815.00
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	8,726.000	21,815.00
		8,723.000	21,807.50
		13.000	32.50
0121                          4157.00	2.50	17.000	42.50
REINFORCING STEEL FOR COLLARS	kg	17.000	42.50
		0.000	0.00
		0.000	0.00
0122                          4803.08	87.45	6.000	524.70
200 mm P.V.C. PIPE	m	6.000	524.70
		6.000	524.70
		0.000	0.00
0123                          6406.00	322.50	33.500	10,803.75
PEDESTRIAN HANDRAIL	m	33.500	10,803.75
		34.270	11,052.08
		0.000	0.00
0124                          8024.50	59.00	331.000	19,529.00
SELECT GRANULAR BACKFILL FOR RETAINED EARTH STRUCTURE	m3	503.100	29,682.90
		503.100	29,682.90
		0.000	0.00
0403                          4017.00	446.25	0.000	0.00
TAPPING EXISTING MANHOLE	EACH	1.000	446.25
Tap Existing Manhole		1.000	446.25
		0.000	0.00
0419                          P300.30	144.90	0.000	0.00
750 mm CULVERT PIPE, TYPE 3,4 OR 5	m	8.000	1,159.20
750 mm Culvert Pipe @ Sta. 14+46.4		8.000	1,159.20
		0.000	0.00
0420                          P300.24	131.25	0.000	0.00
600 mm CULVERT PIPE, TYPE 3,4 OR 5	m	31.500	4,134.38
600 mm Culv Pipe 3,4,5 @ Sta. 24+38 and 33+58		31.500	4,134.38
		0.000	0.00
0426                          4976.05	505.70	0.000	0.00
ADDITIONAL WORK	LS	1.000	505.70
Concrete Pipe Culvert Plug		1.000	505.70
		0.000	0.00
0436                          P700.18	175.685	0.000	0.00
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	29.109	5,114.01
450 mm Storm Sewer Pipe		29.109	5,114.01
		0.000	0.00
0437                          P700.15	168.795	0.000	0.00
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	15.850	2,675.40
375 mm Storm Sewer Pipe		15.850	2,675.40
		0.000	0.00
0438                          4155.50	2.778	0.000	0.00
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	444.067	1,233.62
Re-Steel for Inlets & Junction Boxes		444.067	1,233.62
		0.000	0.00
0439                          4002.00	7.755	0.000	0.00
CAST IRON COVER AND FRAME	kg	226.797	1,758.81
Cast Iron Cover & Frame		226.797	1,758.81
		0.000	0.00
0440                          4105.58	954.459	0.000	0.00
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	12.516	11,946.01
47B-20 Concrete for Inlets & Junction Boxes		12.516	11,946.01
		0.000	0.00
0441                          4018.00	803.25	0.000	0.00
TAPPING EXISTING STRUCTURE	EACH	2.000	1,606.50
Tap existing structure		2.000	1,606.50
		0.000	0.00
601                           4051.12	54.50	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	m3	71.000	3,869.50
CRUSHED ROCK FOR BOX CULVERT FOUNDATION		71.000	3,869.50
		0.000	0.00
GROUP 4 CULVERTS		Contracted	665,536.38
		Current	746,790.48
		In place	753,637.24
		This Estimate	196.25
GROUP 4A WATER MAIN & SANITARY SEWER CONSTRUCTION
0125                          W100.00	350.00	17.000	5,950.00
CURB STOP AND BOX	EACH	17.000	5,950.00
19 mm		47.000	16,450.00
		0.000	0.00
0126                          W100.01	515.00	2.000	1,030.00
CURB STOP AND BOX	EACH	2.000	1,030.00
50 mm		6.000	3,090.00
		0.000	0.00
0127                          W176.24	27.40	490.500	13,439.70
19 mm WATER SERVICE	m	490.500	13,439.70
TUBING		543.700	14,897.38
		0.000	0.00
0128                          W176.26	28.40	44.500	1,263.80
25 mm WATER SERVICE	m	44.500	1,263.80
TUBING		26.600	755.44
		0.000	0.00
0129                          W176.30	32.80	97.500	3,198.00
50 mm WATER SERVICE	m	97.500	3,198.00
PIPE		94.600	3,102.88
		0.000	0.00
0130                          W176.34	49.20	4.000	196.80
100 mm WATER SERVICE	m	4.000	196.80
PIPE		2.200	108.24
		0.000	0.00
0131                          W176.70	350.00	47.000	16,450.00
WATER SERVICE CONNECTION	EACH	47.000	16,450.00
19 mm		48.000	16,800.00
		0.000	0.00
0132                          W176.71	375.00	3.000	1,125.00
WATER SERVICE CONNECTION	EACH	3.000	1,125.00
25 mm		3.000	1,125.00
		0.000	0.00
0133                          W176.72	560.00	9.000	5,040.00
WATER SERVICE CONNECTION	EACH	9.000	5,040.00
50 mm		9.000	5,040.00
		0.000	0.00
0134                          W176.73	990.00	1.000	990.00
WATER SERVICE CONNECTION	EACH	1.000	990.00
100 mm		1.000	990.00
		0.000	0.00
0135                          W180.64	680.00	1.000	680.00
METER PIT	EACH	1.000	680.00
		3.000	2,040.00
		0.000	0.00
0136                          W180.68	165.00	1.000	165.00
METER VAULT FRAME AND COVER	EACH	1.000	165.00
		0.000	0.00
		0.000	0.00
0137                          W200.00	3.05	11,063.000	33,742.15
CAST IRON FITTINGS, M.J.	kg	11,063.000	33,742.15
		5,632.800	17,180.06
		0.000	0.00
0138                          W205.04	63.40	11.000	697.40
100 mm WATER MAIN PIPE	m	11.000	697.40
		15.800	1,001.72
		0.000	0.00
0139                          W205.06	71.05	45.190	3,210.75
150 mm WATER MAIN PIPE	m	45.190	3,210.75
		64.900	4,611.17
		0.000	0.00
0140                          W205.08	74.40	591.200	43,985.28
200 mm WATER MAIN PIPE	m	591.200	43,985.28
		537.500	39,990.00
		0.000	0.00
0141                          W205.12	96.19	1,779.480	171,168.18
300 mm WATER MAIN PIPE	m	1,779.480	171,168.18
		1,838.800	176,874.16
		0.000	0.00
0142                          W205.92	153.00	2.500	382.50
200 mm CONCRETE ENCASEMENT	m	2.500	382.50
		0.000	0.00
		0.000	0.00
0143                          W205.94	207.69	108.500	22,534.37
300 mm CONCRETE ENCASEMENT	m	108.500	22,534.37
		95.800	19,896.70
		0.000	0.00
0144                          W219.36	628.60	1.000	628.60
150 mm GATE VALVE	EACH	1.000	628.60
		4.000	2,514.40
		0.000	0.00
0145                          W219.38	858.00	1.000	858.00
200 mm GATE VALVE	EACH	1.000	858.00
		1.000	858.00
		0.000	0.00
0146                          W219.42	1,370.00	17.000	23,290.00
300 mm GATE VALVE	EACH	17.000	23,290.00
		19.000	26,030.00
		0.000	0.00
0147                          W220.40	110.00	14.000	1,540.00
SALVAGE GATE VALVE	EACH	14.000	1,540.00
		3.000	330.00
		0.000	0.00
0148                          W222.00	2,330.00	10.000	23,300.00
FIRE HYDRANT	EACH	10.000	23,300.00
		12.000	27,960.00
		0.000	0.00
0149                          W222.91	200.00	9.000	1,800.00
SALVAGE FIRE HYDRANT	EACH	9.000	1,800.00
		11.000	2,200.00
		0.000	0.00
0150                          W350.04	1,400.00	15.000	21,000.00
100 mm X 100 mm TAPPING SLEEVE AND VALVE	EACH	15.000	21,000.00
		15.000	21,000.00
		0.000	0.00
0151                          W350.15	1,695.00	4.000	6,780.00
150 mm X 150 mm TAPPING SLEEVE AND VALVE	EACH	4.000	6,780.00
		4.000	6,780.00
		0.000	0.00
0152                          W350.26	2,150.00	3.000	6,450.00
200 mm x 200 mm TAPPING SLEEVE AND VALVE	EACH	3.000	6,450.00
		2.000	4,300.00
		0.000	0.00
0153                          W350.30	3,170.00	1.000	3,170.00
250 mm X 250 mm TAPPING SLEEVE AND VALVE	EACH	1.000	3,170.00
		1.000	3,170.00
		0.000	0.00
0154                          W350.37	3,940.00	1.000	3,940.00
300 mm X 300 mm TAPPING SLEEVE AND VALVE	EACH	1.000	3,940.00
		1.000	3,940.00
		0.000	0.00
0155                          W722.51	2.20	1,873.500	4,121.70
ABANDON WATER MAIN	m	1,873.500	4,121.70
		1,955.810	4,302.78
		0.000	0.00
0156                          W750.12	935.00	5.000	4,675.00
RELOCATE FIRE HYDRANT	EACH	5.000	4,675.00
		3.000	2,805.00
		0.000	0.00
0157                          W800.21	21.00	29.000	609.00
REMOVE WATER MAIN PIPE	m	29.000	609.00
		158.300	3,324.30
		0.000	0.00
0158                          W800.60	110.00	3.000	330.00
REMOVE WATER METER PIT	EACH	3.000	330.00
		6.000	660.00
		0.000	0.00
0159                          0030.40	13,000.00	1.000	13,000.00
MOBILIZATION	LS	1.000	13,000.00
		1.000	13,000.00
		0.000	0.00
0160                          1090.03	5.50	592.200	3,257.10
ABANDON SEWER PIPE	m	592.200	3,257.10
		611.800	3,364.90
		0.000	0.00
0161                          1117.01	219.00	14.000	3,066.00
REMOVE MANHOLE	EACH	14.000	3,066.00
SANITARY SEWER		14.000	3,066.00
		0.000	0.00
0162                          3041.10	60.00	65.000	3,900.00
PAVEMENT PATCHING	m2	65.000	3,900.00
		9.856	591.36
		0.000	0.00
0163                          4016.20	2,300.00	19.000	43,700.00
MANHOLE	EACH	19.000	43,700.00
SANITARY SEWER		19.000	43,700.00
		0.000	0.00
0164                          4017.00	440.00	2.000	880.00
TAPPING EXISTING MANHOLE	EACH	2.000	880.00
		2.000	880.00
		0.000	0.00
0165                          4042.55	330.00	33.000	10,890.00
CONNECT SANITARY SERVICE	EACH	33.000	10,890.00
		24.000	7,920.00
		0.000	0.00
0166                          4043.50	33.00	142.120	4,689.96
REMOVE SEWER PIPE	m	142.120	4,689.96
		143.670	4,741.11
		0.000	0.00
0167                          4763.10	645.00	2.000	1,290.00
SEWER CLEANOUT	EACH	2.000	1,290.00
		2.000	1,290.00
		0.000	0.00
0168                          4764.74	72.15	216.500	15,620.48
100 mm P.V.C. SEWER PIPE	m	216.500	15,620.48
		27.100	1,955.27
		0.000	0.00
0169                          4764.76	83.00	161.500	13,404.50
150 mm P.V.C. SEWER PIPE	m	161.500	13,404.50
		198.100	16,442.30
		0.000	0.00
0170                          4764.78	93.00	429.860	39,976.98
200 mm P.V.C. SEWER PIPE	m	429.860	39,976.98
		431.800	40,157.40
		0.000	0.00
0171                          4764.80	104.00	154.200	16,036.80
250 mm P.V.C. SEWER PIPE	m	154.200	16,036.80
		154.400	16,057.60
		0.000	0.00
0172                          4764.82	115.00	39.800	4,577.00
300 mm P.V.C. SEWER PIPE	m	39.800	4,577.00
		38.300	4,404.50
		0.000	0.00
0173                          4805.18	336.00	16.000	5,376.00
450 mm STEEL CASING	m	16.000	5,376.00
		16.000	5,376.00
		0.000	0.00
0174                          4805.20	349.00	203.200	70,916.80
500 mm STEEL CASING	m	203.200	70,916.80
		202.520	70,679.48
		0.000	0.00
0175                          4805.26	465.00	75.000	34,875.00
650 mm STEEL CASING	m	75.000	34,875.00
		75.300	35,014.50
		0.000	0.00
0404                          W100.02	462.00	0.000	0.00
CURB STOP AND BOX	EACH	1.000	462.00
Curb Stop and Box at 86+23.1 / 12.9m Rt.		3.000	1,386.00
		0.000	0.00
0407                          W222.00	220.50	0.000	0.00
FIRE HYDRANT	EACH	1.000	220.50
Raising of Fire Hydrant		1.000	220.50
		0.000	0.00
0408                          W222.00	304.50	0.000	0.00
FIRE HYDRANT	EACH	1.000	304.50
Raising of Fire Hydrant		1.000	304.50
		0.000	0.00
0409                          W222.00	262.50	0.000	0.00
FIRE HYDRANT	EACH	1.000	262.50
Raising of Fire Hydrant		1.000	262.50
		0.000	0.00
0411                          W222.00	456.75	0.000	0.00
FIRE HYDRANT	EACH	1.000	456.75
Raising of Fire Hydrant		1.000	456.75
		0.000	0.00
0412                          W222.00	630.00	0.000	0.00
FIRE HYDRANT	EACH	1.000	630.00
Raising of Fire Hydrant		1.000	630.00
		0.000	0.00
0413                          W222.00	892.50	0.000	0.00
FIRE HYDRANT	EACH	1.000	892.50
Raising of Fire Hydrant		1.000	892.50
		0.000	0.00
0414                          W222.00	1,029.00	0.000	0.00
FIRE HYDRANT	EACH	1.000	1,029.00
Raising of Fire Hydrant		1.000	1,029.00
		0.000	0.00
0415                          W219.64	551.25	0.000	0.00
100 mm GATE VALVE AND BOX	EACH	1.000	551.25
100mm Gate Valve and Box@ Sta. 78+06.9 11.6m Rt.		1.000	551.25
		0.000	0.00
0421                          W222.00	551.25	0.000	0.00
FIRE HYDRANT	EACH	1.000	551.25
Raising of Fire Hydrant		1.000	551.25
		0.000	0.00
0422                          W222.00	304.50	0.000	0.00
FIRE HYDRANT	EACH	1.000	304.50
Raising of Fire Hydrant		1.000	304.50
		0.000	0.00
0423                          W222.00	262.50	0.000	0.00
FIRE HYDRANT	EACH	1.000	262.50
Raising of Fire Hydrant		1.000	262.50
		0.000	0.00
0424                          W222.00	630.00	0.000	0.00
FIRE HYDRANT	EACH	1.000	630.00
Raising of Fire Hydrant		1.000	630.00
		0.000	0.00
0425                          W222.00	630.00	0.000	0.00
FIRE HYDRANT	EACH	1.000	630.00
Raising of Fire Hydrant		1.000	630.00
		0.000	0.00
0452                          W750.12	262.50	0.000	0.00
RELOCATE FIRE HYDRANT	EACH	1.000	262.50
Raising of Fire Hydrant 1.0 ft.		1.000	262.50
		0.000	0.00
GROUP 4A WATER MAIN & SANITARY SEWER CONSTRUCTION		Contracted	713,197.84
		Current	720,647.59
		In place	711,141.40
		This Estimate	0.00
GROUP 7B FENCE
0176                          0030.70	1,000.00	1.000	1,000.00
MOBILIZATION	LS	1.000	1,000.00
		1.000	1,000.00
		0.000	0.00
0177                          7110.05	36.00	120.100	4,323.60
1.5 METER CHAIN-LINK FENCE	m	120.100	4,323.60
		123.700	4,453.20
		0.000	0.00
0178                          7115.05	85.00	12.000	1,020.00
END POST FOR 1.5 METER CHAIN-LINK FENCE	EACH	12.000	1,020.00
		10.000	850.00
		0.000	0.00
0179                          7116.05	140.00	11.000	1,540.00
CORNER POST FOR 1.5 METER CHAIN-LINK FENCE	EACH	11.000	1,540.00
		7.000	980.00
		0.000	0.00
0449                          7110.05	39.06	0.000	0.00
1.5 METER CHAIN-LINK FENCE	m	13.400	523.40
1.5 m Chain-Link Fence		13.400	523.40
		0.000	0.00
0450                          7115.05	78.75	0.000	0.00
END POST FOR 1.5 METER CHAIN-LINK FENCE	EACH	1.000	78.75
End Post for 1.5m Ch-Link fence		1.000	78.75
		0.000	0.00
0451                          0030.02	365.40	0.000	0.00
REMOBILIZATION	LS	1.000	365.40
Trip Charge for additional fencing		1.000	365.40
		0.000	0.00
GROUP 7B FENCE		Contracted	7,883.60
		Current	8,851.15
		In place	8,250.75
		This Estimate	0.00
GROUP 8B ELECTRICAL
0180                          A001.01	492.00	10.000	4,920.00
PULL BOX, TYPE PB-1	EACH	10.000	4,920.00
		12.000	5,904.00
		0.000	0.00
0181                          A001.02	440.00	6.000	2,640.00
PULL BOX, TYPE PB-1A	EACH	6.000	2,640.00
		6.000	2,640.00
		0.000	0.00
0182                          A001.06	710.00	8.000	5,680.00
PULL BOX, TYPE PB-2A	EACH	8.000	5,680.00
		8.000	5,680.00
		0.000	0.00
0183                          A001.12	395.00	19.000	7,505.00
PULL BOX, TYPE PB-5	EACH	19.000	7,505.00
		19.000	7,505.00
		0.000	0.00
0184                          A003.10	710.00	8.000	5,680.00
TRAFFIC SIGNAL, TYPE TS-1	EACH	8.000	5,680.00
		8.000	5,680.00
		0.000	0.00
0185                          A003.20	655.00	2.000	1,310.00
TRAFFIC SIGNAL, TYPE TS-1A	EACH	2.000	1,310.00
		2.000	1,310.00
		0.000	0.00
0186                          A006.15	440.00	8.000	3,520.00
PEDESTRIAN SIGNAL, TYPE PS-1	EACH	8.000	3,520.00
		8.000	3,520.00
		0.000	0.00
0187                          A006.70	110.00	8.000	880.00
PEDESTRIAN PUSHBUTTON, TYPE PPB	EACH	8.000	880.00
		8.000	880.00
		0.000	0.00
0188                          A006.75	765.00	2.000	1,530.00
PEDESTAL POLE, TYPE PP-3048	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00
0189                          A006.98	210.00	13.000	2,730.00
VEHICLE DETECTOR, TYPE A PREFORMED	EACH	13.000	2,730.00
		13.000	2,730.00
		0.000	0.00
0190                          A007.00	220.00	9.000	1,980.00
VEHICLE DETECTOR, TYPE B PREFORMED	EACH	9.000	1,980.00
		9.000	1,980.00
		0.000	0.00
0191                          A007.08	440.00	8.000	3,520.00
VEHICLE DETECTOR, TYPE TD-3	EACH	8.000	3,520.00
		8.000	3,520.00
		0.000	0.00
0192                          A007.15	440.00	1.000	440.00
VEHICLE DETECTOR, TYPE TD-5	EACH	1.000	440.00
		1.000	440.00
		0.000	0.00
0193                          A007.16	490.00	3.000	1,470.00
VEHICLE DETECTOR, TYPE TD-5A	EACH	3.000	1,470.00
		3.000	1,470.00
		0.000	0.00
0194                          A009.06	1,750.00	1.000	1,750.00
STREET LIGHTING UNIT, TYPE SL-A-12.2-1.2-0.25	EACH	1.000	1,750.00
		1.000	1,750.00
		0.000	0.00
0195                          A009.08	1,750.00	6.000	10,500.00
STREET LIGHTING UNIT, TYPE SL-A-12.2-1.8-0.25	EACH	6.000	10,500.00
		6.000	10,500.00
		0.000	0.00
0196                          A009.09	1,825.00	34.000	62,050.00
STREET LIGHTING UNIT TYPE SL-A-12.2-2.4-0.25	EACH	34.000	62,050.00
		34.000	62,050.00
		0.000	0.00
0197                          A009.14	1,915.00	3.000	5,745.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25	EACH	3.000	5,745.00
		3.000	5,745.00
		0.000	0.00
0198                          A012.05	5,250.00	2.000	10,500.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-14-3.7	EACH	2.000	10,500.00
		2.000	10,500.00
		0.000	0.00
0199                          A016.50	3,280.00	1.000	3,280.00
MAST ARM SIGNAL POLE, TYPE MP-9.5	EACH	1.000	3,280.00
		1.000	3,280.00
		0.000	0.00
0200                          A016.55	3,500.00	1.000	3,500.00
MAST ARM SIGNAL POLE, TYPE MP-11	EACH	1.000	3,500.00
		1.000	3,500.00
		0.000	0.00
0201                          A019.05	132.00	8.000	1,056.00
LED TRAFFIC SIGNAL, TYPE 300mm RED	EACH	8.000	1,056.00
		8.000	1,056.00
		0.000	0.00
0202                          A019.10	310.00	8.000	2,480.00
LED TRAFFIC SIGNAL, TYPE 300mm GREEN	EACH	8.000	2,480.00
		8.000	2,480.00
		0.000	0.00
0203                          A020.10	820.00	1.000	820.00
LIGHTING CONTROL CENTER, TYPE D	EACH	1.000	820.00
		1.000	820.00
		0.000	0.00
0204                          A020.30	1,050.00	2.000	2,100.00
LIGHTING CONTROL CENTER, TYPE R	EACH	2.000	2,100.00
		2.000	2,100.00
		0.000	0.00
0205                          A070.10	6.45	1,496.000	9,649.20
38 mm CONDUIT IN TRENCH	m	1,496.000	9,649.20
		1,682.000	10,848.90
		0.000	0.00
0206                          A070.14	7.65	349.000	2,669.85
50 mm CONDUIT IN TRENCH	m	349.000	2,669.85
		455.000	3,480.76
		0.000	0.00
0207                          A070.18	11.00	24.000	264.00
75 mm CONDUIT IN TRENCH	m	24.000	264.00
		24.000	264.00
		0.000	0.00
0208                          A072.10	6.50	797.000	5,180.50
38 mm CONDUIT UNDER ROADWAY	m	797.000	5,180.50
		852.000	5,538.00
		0.000	0.00
0209                          A072.14	8.74	63.000	550.62
50 mm CONDUIT UNDER ROADWAY	m	63.000	550.62
		83.700	731.54
		0.000	0.00
0210                          A072.18	12.00	43.000	516.00
75 mm CONDUIT UNDER ROADWAY	m	43.000	516.00
		43.000	516.00
		0.000	0.00
0211                          A074.12	27.50	57.000	1,567.50
38 mm CONDUIT, JACKED	m	57.000	1,567.50
		89.000	2,447.50
		0.000	0.00
0212                          A077.12	1.20	399.000	478.80
2/C #14 AWG TRAFFIC SIGNAL CABLE	m	399.000	478.80
		536.000	643.20
		0.000	0.00
0213                          A077.22	3.30	130.000	429.00
12/C #14 AWG TRAFFIC SIGNAL CABLE	m	130.000	429.00
		130.000	429.00
		0.000	0.00
0214                          A079.01	2.20	998.000	2,195.60
2/C #14 AWG DETECTOR LEAD-IN CABLE	m	998.000	2,195.60
		998.000	2,195.60
		0.000	0.00
0215                          A079.50	1.20	227.000	272.40
GROUNDING CONDUCTOR	m	227.000	272.40
		477.000	572.40
		0.000	0.00
0216                          A080.22	1.30	2,343.000	3,045.90
STREET LIGHTING CABLE, NO. 6 BARE	m	2,343.000	3,045.90
		2,476.000	3,218.80
		0.000	0.00
0217                          A080.24	1.55	4,686.000	7,263.30
STREET LIGHTING CABLE, NO. 6 USE	m	4,686.000	7,263.30
		7,675.000	11,896.25
		0.000	0.00
0218                          A500.20	1,860.00	1.000	1,860.00
INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE TC-170	EACH	1.000	1,860.00
		1.000	1,860.00
		0.000	0.00
0219                          A610.00	1,640.00	1.000	1,640.00
REMOVE TRAFFIC SIGNAL	EACH	1.000	1,640.00
AT US-75 & 23RD ST		1.000	1,640.00
		0.000	0.00
0220                          A610.01	1,015.00	1.000	1,015.00
REMOVE TRAFFIC SIGNAL	EACH	1.000	1,015.00
AT US-75 & AUBURN MIDDLE SCHOOL		1.000	1,015.00
		0.000	0.00
0221                          0030.81	2,250.00	1.000	2,250.00
MOBILIZATION	LS	1.000	2,250.00
		1.000	2,250.00
		0.000	0.00
0410                          A007.34	1,679.56	0.000	0.00
STREET LIGHTING UNIT	EACH	5.000	8,397.80
ST. LIGHT. UNIT SL-A-10.7-1.2-0.10F		5.000	8,397.80
		0.000	0.00
0446                          A900.10	391.97	0.000	0.00
ADDITIONAL WORK	EACH	1.000	391.97
Install signal flasher at the school		1.000	391.97
		0.000	0.00
0447                          A030.00	683.09	0.000	0.00
FUSED DISCONNECT	EACH	1.000	683.09
Fused disconnect for traffic signal intersection		1.000	683.09
		0.000	0.00
0448                          A006.86	802.95	0.000	0.00
PEDESTAL POLE, TYPE PP-3660	EACH	2.000	1,605.90
Pedestal Pole, Type PP-3660		2.000	1,605.90
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	188,433.67
		Current	197,982.43
		In place	207,665.71
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0222                          0001.08	0.50	7,410.000	3,705.00
BARRICADE, TYPE II	BDAY	7,410.000	3,705.00
		18,470.000	9,235.00
		0.000	0.00
0223                          0001.10	2.19	6,094.000	13,345.86
BARRICADE, TYPE III	BDAY	6,094.000	13,345.86
		13,239.000	28,993.41
		0.000	0.00
0224                          0001.90	0.10	13,821.000	1,382.10
SIGN DAY	EACH	13,821.000	1,382.10
		10,564.000	1,056.40
		0.000	0.00
0225                          0003.10	155.00	210.000	32,550.00
FLAGGING	DAY	210.000	32,550.00
		27.000	4,185.00
		0.000	0.00
0226                          0010.04	4,730.00	1.000	4,730.00
FIELD OFFICE	EACH	1.000	4,730.00
		1.000	4,730.00
		0.000	0.00
0227                          0030.00	1,095.00	1.000	1,095.00
MOBILIZATION	LS	1.000	1,095.00
		1.000	1,095.00
		0.000	0.00
0228                          9110.01	64.35	50.000	3,217.50
RENTAL OF LOADER, FULLY OPERATED	HOUR	50.000	3,217.50
		23.000	1,480.05
		0.000	0.00
0229                          9110.02	62.00	10.000	620.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	10.000	620.00
		2.000	124.00
		0.000	0.00
0230                          9110.03	43.20	50.000	2,160.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	50.000	2,160.00
		2.000	86.40
		0.000	0.00
0231                          9110.07	34.90	50.000	1,745.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	50.000	1,745.00
		6.000	209.40
		0.000	0.00
0405                          0001.30	2.00	0.000	0.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	1,500.000	3,000.00
Type B High Intensity Warning Light		1,662.000	3,324.00
		0.000	0.00
0417                          A017.59	5.25	0.000	0.00
POLE BASE	EACH	72.000	378.00
Flag Pole Base		72.000	378.00
		0.000	0.00
0443                          0001.08	1.313	0.000	0.00
BARRICADE, TYPE II	BDAY	182.000	238.97
Barricade, Type II		182.000	238.97
		0.000	0.00
0444                          0001.10	5.25	0.000	0.00
BARRICADE, TYPE III	BDAY	153.000	803.25
Barricade, Type III		153.000	803.25
		0.000	0.00
0445                          0001.90	3.15	0.000	0.00
SIGN DAY	EACH	95.000	299.25
Sign Day		95.000	299.25
		0.000	0.00
0453                          L999.10	666.75	0.000	0.00
TREE	EACH	2.000	1,333.50
Removal of tree		2.000	1,333.50
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	64,550.46
		Current	70,603.43
		In place	57,571.63
		This Estimate	0.00
Totals for contract		Contracted	4,265,051.46
		Current	4,382,827.98
		In place	4,450,000.47
		This Estimate	8,402.26