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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0083 WERNER CONSTRUCTION, INC.
Contract ID:	1836X
Estimate Number:	0016
Pay Period End Date:	04.27.2002

Contract Location:
HAWTHORNE AVENUE - CRETE	Estimate Type:	PROG
Contractor:
WERNER CONSTRUCTION, INC.	Date Let:	02.22.2001
129 E 2ND ST	Date Awarded:	03.01.2001
PO BOX 1087	Date Contract Executed:	03.06.2001
	Date Notice to Proceed:	03.06.2001
HASTINGS NE 68902-1087	Date Work Began:	04.16.2001
Phone:	Date Physical Work Completed:
(402)463-4545	Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY

Counties
SALINE

Project Number		PCT			Fed State Project Number		Description
11836 000		0.000			EACSTPD-33-6(106)		GRADING, CONC PAVEMENT, CULVERTS, ELEC

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$2,519,970.95	$2,458,675.24	$61,295.71
$2,448,615.29	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$2,519,970.95	$2,458,675.24	$61,295.71
$2,418,062.09	Retainage	$-25,000.00	$-24,586.75	$-413.25
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
102.91%	Net Earnings	$2,494,970.95	$2,434,088.49	$60,882.46
	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	$2,494,970.95	$2,434,088.49	$60,882.46
Project Manager			Div. Head/Dist. Eng.
Bannister, Edward Jr.	04.30.2002		Sklenar, Michael J	04.30.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	04.30.2002
Controller Div. Processed
Burling, Laurie	05.01.2002

		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                          0030.10	2,000.00	1.000	2,000.00
MOBILIZATION	LS	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00
0002                          1009.00	4,800.00	1.000	4,800.00
GENERAL CLEARING AND GRUBBING	LS	1.000	4,800.00
		1.000	4,800.00
		0.000	0.00
0003                          1010.01	4.48	8,647.000	38,738.56
EXCAVATION (ESTABLISHED QUANTITY)	m3	8,647.000	38,738.56
		8,647.000	38,738.56
		0.000	0.00
0004                          1011.00	2.80	140.000	392.00
WATER	kL	140.000	392.00
		0.000	0.00
		0.000	0.00
0005                          1101.00	3.88	22,100.000	85,748.00
REMOVE PAVEMENT	m2	22,100.000	85,748.00
		22,413.070	86,962.71
		146.720	569.27
0006                          1106.00	3.25	1,625.000	5,281.25
REMOVE DRIVEWAY	m2	1,625.000	5,281.25
		1,639.000	5,326.76
		14.000	45.50
0007                          1107.00	3.50	1,359.000	4,756.50
REMOVE WALK	m2	1,359.000	4,756.50
		1,414.000	4,949.00
		55.000	192.50
0008                          1114.10	16.00	35.700	571.20
REMOVE RETAINING WALL	m	35.700	571.20
		35.700	571.20
		0.000	0.00
0009                          4093.80	142.00	270.000	38,340.00
WALL MATERIALS	m2	270.000	38,340.00
		270.000	38,340.00
		0.000	0.00
0010                          4095.15	2.00	211.000	422.00
COMPACTED EARTH LEVELING PAD	m	211.000	422.00
		211.000	422.00
		0.000	0.00
0011                          8024.50	19.00	81.000	1,539.00
SELECT GRANULAR BACKFILL FOR RETAINED EARTH STRUCTURE	m3	81.000	1,539.00
		81.000	1,539.00
		0.000	0.00
4017                          1102.00	4.23	0.000	0.00
REMOVE ASPHALT SURFACE	m2	3,457.084	14,623.47
		3,457.084	14,623.47
		3,457.084	14,623.47
4018                          3900.25	177.45	0.000	0.00
ADDITIONAL COST	m2	41.770	7,412.09
Additional cost for added quantities for walls		41.770	7,412.09
		41.770	7,412.09
GROUP 1 GRADING		Contracted	182,588.51
		Current	204,624.06
		In place	205,684.79
		This Estimate	22,842.83
GROUP 3 CONCRETE PAVEMENT
0012                          L001.02	5,000.00	1.000	5,000.00
SEEDING, TYPE B	ha	1.000	5,000.00
		1.000	5,000.00
		1.000	5,000.00
0013                          L010.00	3.90	4,777.000	18,630.30
SODDING	m2	4,777.000	18,630.30
		6,000.000	23,400.00
		6,000.000	23,400.00
0014                          L032.80	250.00	2.700	675.00
HYDROMULCH	Mg	2.700	675.00
		2.700	675.00
		2.700	675.00
0015                          0030.30	107,865.00	1.000	107,865.00
MOBILIZATION	LS	1.000	107,865.00
		1.000	107,865.00
		0.000	0.00
0016                          3016.21	30.00	2,295.000	68,850.00
CONCRETE CLASS 47B-20 SIDEWALKS	m2	2,295.000	68,850.00
		2,598.546	77,956.38
		43.207	1,296.21
0017                          3020.26	31.30	1,789.000	55,995.70
CONCRETE CLASS 47B-25 DRIVEWAY	m2	1,789.000	55,995.70
		1,666.961	52,175.88
		137.815	4,313.61
0018                          3075.41	38.16	6,644.000	253,535.04
230 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	6,644.000	253,535.04
		7,275.038	277,615.45
		-3,646.736	-139,159.45
0019                          3075.45	36.62	19,896.000	728,591.52
230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	19,896.000	728,591.52
		19,921.945	729,541.62
		3,496.391	128,037.84
0020                          4015.00	350.00	6.000	2,100.00
ADJUST MANHOLE TO GRADE	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00
0021                          4103.06	900.00	2.850	2,565.00
CLASS 47B-20 CONCRETE FOR STEP	m3	2.850	2,565.00
		6.480	5,832.00
		0.000	0.00
0022                          4764.35	16.30	1,514.500	24,686.35
100 mm PERFORATED PIPE UNDERDRAIN	m	1,514.500	24,686.35
		1,464.500	23,871.35
		0.000	0.00
0023                          7130.85	65.00	92.000	5,980.00
VINYL FENCE	m	92.000	5,980.00
		0.000	0.00
		0.000	0.00
0024                          7500.32	205.00	28.000	5,740.00
ARROW, PREFORMED PAVEMENT MARKING, TYPE 4	EACH	28.000	5,740.00
		0.000	0.00
		0.000	0.00
0025                          7500.38	300.00	2.000	600.00
ONLY, PREFORMED PAVEMENT MARKING, TYPE 4	EACH	2.000	600.00
		0.000	0.00
		0.000	0.00
0026                          7502.12	3.80	120.000	456.00
100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 2, GROOVED	m	120.000	456.00
		0.000	0.00
		0.000	0.00
0027                          7503.12	4.00	3,520.000	14,080.00
100 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 2, GROOVED	m	3,520.000	14,080.00
		0.000	0.00
		0.000	0.00
0028                          7508.03	17.78	275.000	4,889.50
300 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 3	m	275.000	4,889.50
		0.000	0.00
		0.000	0.00
0029                          7509.12	12.00	40.000	480.00
300 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 2, GROOVED	m	40.000	480.00
		0.000	0.00
		0.000	0.00
0030                          8029.00	6.17	26,540.000	163,751.80
AGGREGATE FOUNDATION COURSE	m2	0.000	0.00
		0.000	0.00
		0.000	0.00
0031                          9111.00	2.80	481.000	1,346.80
WATER	kL	481.000	1,346.80
		0.000	0.00
		0.000	0.00
0032                          9170.00	495.00	32.008	15,843.96
EARTH SHOULDER CONSTRUCTION	StaM	32.008	15,843.96
		32.008	15,843.96
		0.000	0.00
0033                          9173.20	2.50	28,329.000	70,822.50
SUBGRADE PREPARATION	m2	28,329.000	70,822.50
		30,453.686	76,134.23
		0.000	0.00
4001                          8032.00	5.98	0.000	0.00
CRUSHED CONCRETE FOUNDATION COURSE	m2	26,540.000	158,709.20
		27,518.022	164,557.77
		0.000	0.00
4002                          9009.77	17.87	0.000	0.00
TEMPORARY SURFACING	Mg	500.000	8,935.00
Temporary Surfacing (Crushed Concrete)		746.400	13,338.17
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	1,552,484.47
		Current	1,554,276.87
		In place	1,573,806.81
		This Estimate	23,563.21
GROUP 4 CULVERTS
0034                          P300.30	130.00	3.500	455.00
750 mm CULVERT PIPE, TYPE 3,4 OR 5	m	3.500	455.00
		0.000	0.00
		0.000	0.00
0035                          P300.48	216.00	5.000	1,080.00
1200 mm CULVERT PIPE, TYPE 3,4 OR 5	m	5.000	1,080.00
		5.000	1,080.00
		0.000	0.00
0036                          P700.18	98.00	403.000	39,494.00
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	403.000	39,494.00
		395.000	38,710.00
		-3.000	-294.00
0037                          P700.24	124.00	328.500	40,734.00
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	328.500	40,734.00
		326.500	40,486.00
		-2.000	-248.00
0038                          P700.30	168.00	468.000	78,624.00
750 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	468.000	78,624.00
		597.000	100,296.00
		1.000	168.00
0039                          0030.40	4,000.00	1.000	4,000.00
MOBILIZATION	LS	1.000	4,000.00
		1.000	4,000.00
		0.000	0.00
0040                          1117.00	500.00	1.000	500.00
REMOVE MANHOLE	EACH	1.000	500.00
		1.000	500.00
		0.000	0.00
0041                          1119.00	350.00	15.000	5,250.00
REMOVE INLET	EACH	15.000	5,250.00
		16.000	5,600.00
		1.000	350.00
0042                          4002.00	3.10	2,622.000	8,128.20
CAST IRON COVER AND FRAME	kg	2,622.000	8,128.20
		2,622.000	8,128.20
		0.000	0.00
0043                          4003.00	3.00	526.000	1,578.00
CAST IRON COVER, FRAME, AND FLANGE	kg	526.000	1,578.00
		526.000	1,578.00
		0.000	0.00
0044                          4016.00	2,000.00	1.000	2,000.00
MANHOLE	EACH	1.000	2,000.00
AT STA. 36+22.30 8.2m LT.		1.000	2,000.00
		0.000	0.00
0045                          4016.01	2,000.00	1.000	2,000.00
MANHOLE	EACH	1.000	2,000.00
AT STA. 37+26.49 8.2m LT.		1.000	2,000.00
		-1.000	-2,000.00
0046                          4018.00	250.00	2.000	500.00
TAPPING EXISTING STRUCTURE	EACH	2.000	500.00
		2.000	500.00
		0.000	0.00
0047                          4018.50	200.00	2.000	400.00
TAPPING EXISTING PIPE	EACH	2.000	400.00
		2.000	400.00
		0.000	0.00
0048                          4035.00	85.00	2.000	170.00
REMOVE FLARED-END SECTION	EACH	2.000	170.00
		2.000	170.00
		0.000	0.00
0049                          4040.00	185.00	5.000	925.00
REMOVE HEADWALLS FROM CULVERTS	EACH	5.000	925.00
		5.000	925.00
		0.000	0.00
0050                          4043.50	32.60	166.500	5,427.90
REMOVE SEWER PIPE	m	166.500	5,427.90
		166.500	5,427.90
		0.000	0.00
0051                          4045.00	5,000.00	1.000	5,000.00
REMOVE STRUCTURE	EACH	1.000	5,000.00
STA. 32+01.88 TO STA. 33+90.30 LT.		1.000	5,000.00
		0.000	0.00
0052                          4045.01	4,250.00	1.000	4,250.00
REMOVE STRUCTURE	EACH	1.000	4,250.00
STA. 32+01.88 TO STA. 33+83.29 RT.		1.000	4,250.00
		0.000	0.00
0053                          4050.01	20.00	41.000	820.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	41.000	820.00
		83.000	1,660.00
		-3.000	-60.00
0054                          4051.01	35.00	17.000	595.00
EXCAVATION FOR BOX CULVERTS	m3	17.000	595.00
		17.000	595.00
		0.000	0.00
0055                          4100.06	710.00	1.070	759.70
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL	m3	1.070	759.70
		1.070	759.70
		0.000	0.00
0056                          4101.06	500.00	17.570	8,785.00
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	17.570	8,785.00
		17.570	8,785.00
		0.000	0.00
0057                          4105.59	635.00	148.660	94,399.10
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	148.660	94,399.10
		160.560	101,955.60
		11.900	7,556.50
0058                          4150.00	2.25	80.000	180.00
REINFORCING STEEL FOR HEADWALL	kg	80.000	180.00
		80.000	180.00
		0.000	0.00
0059                          4151.00	1.76	930.000	1,636.80
REINFORCING STEEL FOR BOX CULVERT	kg	930.000	1,636.80
		930.000	1,636.80
		-3.530	-6.21
0060                          4155.50	1.88	4,440.000	8,347.20
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	4,440.000	8,347.20
		4,802.000	9,027.76
		362.000	680.56
0061                          4360.30	228.00	2.000	456.00
750 mm METAL FLARED-END SECTION	EACH	2.000	456.00
		0.000	0.00
		0.000	0.00
0062                          4803.06	41.80	4.500	188.10
150 mm P.V.C. PIPE	m	4.500	188.10
		6.000	250.80
		0.000	0.00
4007                          6960.06	48.216	0.000	0.00
ADDITIONAL WORK	m	152.439	7,350.00
Unforeseen obstruction		152.439	7,350.00
		0.000	0.00
4008                          4011.60	2,618.70	0.000	0.00
AREA INLET	EACH	1.000	2,618.70
Station 43+50.4 Rt.		1.000	2,618.70
		0.000	0.00
GROUP 4 CULVERTS		Contracted	316,683.00
		Current	326,651.70
		In place	355,870.46
		This Estimate	6,146.85
GROUP 4A SANITARY SEWER AND WATER MAIN
0063                          W100.00	185.00	13.000	2,405.00
CURB STOP AND BOX	EACH	13.000	2,405.00
		13.000	2,405.00
		0.000	0.00
0064                          W175.00	185.00	3.000	555.00
19 mm CORPORATION STOP	EACH	3.000	555.00
		3.000	555.00
		0.000	0.00
0065                          W175.01	230.00	10.000	2,300.00
25 mm CORPORATION STOP	EACH	10.000	2,300.00
		10.000	2,300.00
		0.000	0.00
0066                          W176.01	37.50	85.190	3,194.63
25 mm COPPER WATER SERVICE	m	85.190	3,194.63
		85.190	3,194.62
		0.000	0.00
0067                          W176.24	37.00	73.410	2,716.17
19 mm WATER SERVICE	m	73.410	2,716.17
		73.410	2,716.17
		0.000	0.00
0068                          W176.70	30.00	3.000	90.00
WATER SERVICE CONNECTION	EACH	3.000	90.00
19 mm		3.000	90.00
		0.000	0.00
0069                          W176.71	30.00	15.000	450.00
WATER SERVICE CONNECTION	EACH	15.000	450.00
25 mm		15.000	450.00
		0.000	0.00
0070                          W200.04	5.30	1,018.200	5,396.46
DUCTILE IRON FITTINGS, M.J.	kg	1,018.200	5,396.46
		1,018.200	5,396.46
		0.000	0.00
0071                          W205.04	53.00	2.780	147.34
100 mm WATER MAIN PIPE	m	2.780	147.34
		2.780	147.34
		0.000	0.00
0072                          W205.06	50.00	355.700	17,785.00
150 mm WATER MAIN PIPE	m	355.700	17,785.00
		355.700	17,785.00
		0.000	0.00
0073                          W205.08	61.32	21.720	1,331.87
200 mm WATER MAIN PIPE	m	21.720	1,331.87
		21.720	1,331.87
		0.000	0.00
0074                          W205.12	74.00	237.370	17,565.38
300 mm WATER MAIN PIPE	m	237.370	17,565.38
		230.980	17,092.52
		0.000	0.00
0075                          W220.06	420.00	14.000	5,880.00
150 mm GATE VALVE, M.J.	EACH	14.000	5,880.00
		14.000	5,880.00
		0.000	0.00
0076                          W220.08	568.00	3.000	1,704.00
200 mm GATE VALVE, M.J.	EACH	3.000	1,704.00
		3.000	1,704.00
		0.000	0.00
0077                          W220.12	995.00	5.000	4,975.00
300 mm GATE VALVE, M.J.	EACH	5.000	4,975.00
		5.000	4,975.00
		0.000	0.00
0078                          W221.06	105.00	14.000	1,470.00
150 mm WATER VALVE BOX	EACH	14.000	1,470.00
		14.000	1,470.00
		0.000	0.00
0079                          W221.08	105.00	3.000	315.00
200 mm WATER VALVE BOX	EACH	3.000	315.00
		3.000	315.00
		0.000	0.00
0080                          W221.12	105.00	5.000	525.00
300 mm WATER VALVE BOX	EACH	5.000	525.00
		5.000	525.00
		0.000	0.00
0081                          W222.06	1,550.00	4.000	6,200.00
150 mm FIRE HYDRANT	EACH	4.000	6,200.00
		4.000	6,200.00
		0.000	0.00
0082                          W355.04	350.00	8.000	2,800.00
100 mm SLEEVE	EACH	8.000	2,800.00
		8.000	2,800.00
		0.000	0.00
0083                          W355.08	365.00	2.000	730.00
200 mm SLEEVE	EACH	2.000	730.00
		2.000	730.00
		0.000	0.00
0084                          W355.10	400.00	1.000	400.00
250 mm SLEEVE	EACH	1.000	400.00
		1.000	400.00
		0.000	0.00
0085                          W722.51	10.00	492.830	4,928.30
ABANDON WATER MAIN	m	492.830	4,928.30
		492.830	4,928.30
		0.000	0.00
0086                          W800.06	150.00	14.000	2,100.00
REMOVE GATE VALVE	EACH	14.000	2,100.00
		14.000	2,100.00
		0.000	0.00
0087                          W800.21	32.60	64.590	2,105.63
REMOVE WATER MAIN PIPE	m	64.590	2,105.63
		64.590	2,105.63
		0.000	0.00
0088                          W800.33	200.00	3.000	600.00
REMOVE HYDRANT	EACH	3.000	600.00
		3.000	600.00
		0.000	0.00
0089                          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
0090                          1117.00	500.00	11.000	5,500.00
REMOVE MANHOLE	EACH	11.000	5,500.00
		11.000	5,500.00
		0.000	0.00
0091                          4016.00	2,782.00	1.000	2,782.00
MANHOLE	EACH	1.000	2,782.00
AT STA. 33+19.60		1.000	2,782.00
		0.000	0.00
0092                          4016.01	2,000.00	1.000	2,000.00
MANHOLE	EACH	1.000	2,000.00
AT STA. 34+19.60		1.000	2,000.00
		0.000	0.00
0093                          4016.02	3,500.00	1.000	3,500.00
MANHOLE	EACH	1.000	3,500.00
AT STA. 34+73.20		1.000	3,500.00
		0.000	0.00
0094                          4016.03	2,400.00	1.000	2,400.00
MANHOLE	EACH	1.000	2,400.00
AT STA. 35+21.40		1.000	2,400.00
		0.000	0.00
0095                          4016.04	2,800.00	1.000	2,800.00
MANHOLE	EACH	1.000	2,800.00
AT STA. 36+23.50		1.000	2,800.00
		0.000	0.00
0096                          4016.05	2,800.00	1.000	2,800.00
MANHOLE	EACH	1.000	2,800.00
AT STA. 37+25.90		1.000	2,800.00
		0.000	0.00
0097                          4016.06	2,500.00	1.000	2,500.00
MANHOLE	EACH	1.000	2,500.00
AT STA. 38+26.20		1.000	2,500.00
		0.000	0.00
0098                          4016.07	2,400.00	1.000	2,400.00
MANHOLE	EACH	1.000	2,400.00
AT STA. 39+62.46 10.79m RT.		1.000	2,400.00
		0.000	0.00
0099                          4016.08	2,400.00	1.000	2,400.00
MANHOLE	EACH	1.000	2,400.00
AT STA. 39+92.61 9.89m RT.		1.000	2,400.00
		0.000	0.00
0100                          4016.09	2,400.00	1.000	2,400.00
MANHOLE	EACH	1.000	2,400.00
AT STA. 40+74.06 10.08m RT.		1.000	2,400.00
		0.000	0.00
0101                          4016.10	2,500.00	1.000	2,500.00
MANHOLE	EACH	1.000	2,500.00
AT STA. 42+02.46 10.05m RT.		1.000	2,500.00
		0.000	0.00
0102                          4016.11	2,600.00	1.000	2,600.00
MANHOLE	EACH	1.000	2,600.00
AT STA. 43+37.60 13.30m RT.		1.000	2,600.00
		0.000	0.00
0103                          4042.55	300.00	7.000	2,100.00
CONNECT SANITARY SERVICE	EACH	6.000	1,800.00
		7.000	2,100.00
		0.000	0.00
0104                          4043.50	8.15	644.670	5,254.06
REMOVE SEWER PIPE	m	644.670	5,254.06
		644.670	5,254.06
		0.000	0.00
0105                          4731.04	58.00	155.500	9,019.00
100 mm SANITARY SEWER PIPE	m	0.000	0.00
		0.000	0.00
		0.000	0.00
0106                          4763.00	5,500.00	1.000	5,500.00
BYPASS PUMPING	LS	1.000	5,500.00
		1.000	5,500.00
		0.000	0.00
0107                          4764.78	65.00	54.580	3,547.70
200 mm P.V.C. SEWER PIPE	m	54.580	3,547.70
		54.600	3,549.00
		0.000	0.00
0108                          4764.82	105.32	603.300	63,539.56
300 mm P.V.C. SEWER PIPE	m	603.300	63,539.56
		603.300	63,539.55
		0.000	0.00
0109                          4764.85	121.00	30.380	3,675.98
375 mm P.V.C. SEWER PIPE	m	30.380	3,675.98
		30.380	3,675.98
		0.000	0.00
0110                          4795.00	210.00	23.000	4,830.00
P.V.C. WYE	EACH	0.000	0.00
300 mm X 100 mm		0.000	0.00
		0.000	0.00
0111                          4805.26	586.00	17.000	9,962.00
650 mm STEEL CASING	m	0.000	0.00
		0.000	0.00
		0.000	0.00
4003                          4042.55	2,769.90	0.000	0.00
CONNECT SANITARY SERVICE	EACH	1.000	2,769.90
Connect Sanitary Service (Revised)		1.000	2,769.90
		0.000	0.00
4004                          4731.06	67.31	0.000	0.00
150 mm SANITARY SEWER PIPE	m	86.568	5,826.89
150mm Sanitary Sewer Pipe (Revised)		86.568	5,826.89
		0.000	0.00
4005                          4795.00	260.40	0.000	0.00
P.V.C. WYE	EACH	12.000	3,124.80
300mm x 150mm		12.000	3,124.80
		0.000	0.00
4006                          6960.02	4,907.35	0.000	0.00
ADDITIONAL WORK	LS	1.000	4,907.35
Cancellation of casement placement		1.000	4,907.35
		0.000	0.00
4010                          W176.51	63.325	0.000	0.00
WATER SERVICE	m	4.300	272.30
38mm water pipe		4.300	272.30
		4.300	272.30
4011                          W175.06	383.25	0.000	0.00
38 mm CORPORATION STOP	EACH	1.000	383.25
		1.000	383.25
		1.000	383.25
4012                          W100.00	249.90	0.000	0.00
CURB STOP AND BOX	EACH	1.000	249.90
		1.000	249.90
		1.000	249.90
4013                          W176.08	65.625	0.000	0.00
38 mm COPPER WATER SERVICE	m	1.000	65.63
		1.000	65.63
		1.000	65.63
4014                          1990.06	406.823	0.000	0.00
EQUIPMENT RENTAL	LS	1.000	406.82
		1.000	406.82
		1.000	406.82
4015                          1990.01	28.875	0.000	0.00
LABOR	HOUR	48.250	1,393.22
additional sanitary sewer work		48.250	1,393.22
		48.250	1,393.22
4016                          1000.00	367.50	0.000	0.00
LARGE TREE REMOVAL	EACH	1.000	367.50
		1.000	367.50
		1.000	367.50
GROUP 4A SANITARY SEWER AND WATER MAIN		Contracted	237,680.08
		Current	233,336.63
		In place	233,165.06
		This Estimate	3,138.62
GROUP 8B ELECTRICAL
0112                          A001.01	400.00	5.000	2,000.00
PULL BOX, TYPE PB-1	EACH	5.000	2,000.00
		5.000	2,000.00
		0.000	0.00
0113                          A001.02	300.00	1.000	300.00
PULL BOX, TYPE PB-1A	EACH	1.000	300.00
		1.000	300.00
		0.000	0.00
0114                          A001.12	300.00	11.000	3,300.00
PULL BOX, TYPE PB-5	EACH	11.000	3,300.00
		11.000	3,300.00
		3.000	900.00
0115                          A003.10	600.00	6.000	3,600.00
TRAFFIC SIGNAL, TYPE TS-1	EACH	6.000	3,600.00
		6.000	3,600.00
		0.000	0.00
0116                          A004.04	1,000.00	1.000	1,000.00
TRAFFIC SIGNAL, TYPE TS-1LL	EACH	1.000	1,000.00
		1.000	1,000.00
		0.000	0.00
0117                          A004.28	1,000.00	1.000	1,000.00
TRAFFIC SIGNAL, TYPE TS-1RR	EACH	1.000	1,000.00
		1.000	1,000.00
		0.000	0.00
0118                          A006.15	300.00	8.000	2,400.00
PEDESTRIAN SIGNAL, TYPE PS-1	EACH	8.000	2,400.00
		8.000	2,400.00
		0.000	0.00
0119                          A006.70	100.00	8.000	800.00
PEDESTRIAN PUSHBUTTON, TYPE PPB	EACH	8.000	800.00
		8.000	800.00
		0.000	0.00
0120                          A006.98	200.00	4.000	800.00
VEHICLE DETECTOR, TYPE A PREFORMED	EACH	4.000	800.00
		4.000	800.00
		0.000	0.00
0121                          A007.00	250.00	4.000	1,000.00
VEHICLE DETECTOR, TYPE B PREFORMED	EACH	4.000	1,000.00
		8.000	2,000.00
		0.000	0.00
0122                          A008.72	1,900.00	5.000	9,500.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-0.3-0.25	EACH	5.000	9,500.00
		5.000	9,500.00
		0.000	0.00
0123                          A009.14	1,700.00	4.000	6,800.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25	EACH	4.000	6,800.00
		4.000	6,800.00
		0.000	0.00
0124                          A009.93	1,550.00	15.000	23,250.00
STREET LIGHTING UNIT, TYPE SL-A-12.2-0.3-0.25	EACH	15.000	23,250.00
		15.000	23,250.00
		0.000	0.00
0125                          A011.16	4,000.00	1.000	4,000.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-9.5-1.2	EACH	1.000	4,000.00
		1.000	4,000.00
		0.000	0.00
0126                          A011.34	4,100.00	1.000	4,100.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-11-1.2	EACH	1.000	4,100.00
		1.000	4,100.00
		0.000	0.00
0127                          A011.58	5,000.00	2.000	10,000.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE CMP-12.5-1.2	EACH	2.000	10,000.00
		2.000	10,000.00
		0.000	0.00
0128                          A020.10	500.00	1.000	500.00
LIGHTING CONTROL CENTER, TYPE D	EACH	1.000	500.00
		1.000	500.00
		0.000	0.00
0129                          A020.30	1,500.00	2.000	3,000.00
LIGHTING CONTROL CENTER, TYPE R	EACH	2.000	3,000.00
		2.000	3,000.00
		1.000	1,500.00
0130                          A070.10	6.50	1,009.000	6,558.50
38 mm CONDUIT IN TRENCH	m	1,009.000	6,558.50
		1,009.000	6,558.50
		0.000	0.00
0131                          A070.14	7.00	215.600	1,509.20
50 mm CONDUIT IN TRENCH	m	215.600	1,509.20
		215.000	1,505.00
		0.000	0.00
0132                          A070.18	30.00	1.400	42.00
75 mm CONDUIT IN TRENCH	m	1.400	42.00
		1.400	42.00
		0.000	0.00
0133                          A072.10	7.00	377.000	2,639.00
38 mm CONDUIT UNDER ROADWAY	m	377.000	2,639.00
		377.000	2,639.00
		0.000	0.00
0134                          A072.14	8.00	112.200	897.60
50 mm CONDUIT UNDER ROADWAY	m	112.200	897.60
		112.200	897.60
		0.000	0.00
0135                          A072.18	15.00	17.100	256.50
75 mm CONDUIT UNDER ROADWAY	m	17.100	256.50
		17.100	256.50
		0.000	0.00
0136                          A077.12	1.20	237.400	284.88
2/C #14 AWG TRAFFIC SIGNAL CABLE	m	237.400	284.88
		237.400	284.88
		0.000	0.00
0137                          A077.17	1.90	276.700	525.73
7/C #14 AWG TRAFFIC SIGNAL CABLE	m	276.700	525.73
		276.700	525.73
		0.000	0.00
0138                          A077.22	4.00	118.700	474.80
12/C #14 AWG TRAFFIC SIGNAL CABLE	m	118.700	474.80
		118.700	474.80
		0.000	0.00
0139                          A079.01	1.40	105.800	148.12
2/C #14 AWG DETECTOR LEAD-IN CABLE	m	105.800	148.12
		105.800	148.12
		0.000	0.00
0140                          A079.50	1.00	337.600	337.60
GROUNDING CONDUCTOR	m	337.600	337.60
		337.600	337.60
		37.600	37.60
0141                          A079.55	3.00	60.000	180.00
SERVICE CABLE	m	60.000	180.00
		60.000	180.00
		30.000	90.00
0142                          A080.22	1.10	1,386.000	1,524.60
STREET LIGHTING CABLE, NO. 6 BARE	m	1,386.000	1,524.60
		1,386.000	1,524.60
		386.000	424.60
0143                          A080.24	1.50	2,772.000	4,158.00
STREET LIGHTING CABLE, NO. 6 USE	m	2,772.000	4,158.00
		2,772.000	4,158.00
		772.000	1,158.00
0144                          A500.20	1,000.00	1.000	1,000.00
INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE TC-170	EACH	1.000	1,000.00
		1.000	1,000.00
		1.000	1,000.00
0145                          0030.81	4,000.00	1.000	4,000.00
MOBILIZATION	LS	1.000	4,000.00
		1.000	4,000.00
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	101,886.53
		Current	101,886.53
		In place	102,882.33
		This Estimate	5,110.20
GROUP 10 GENERAL ITEMS
0146                          0001.10	2.50	5,925.000	14,812.50
BARRICADE, TYPE III	BDAY	5,925.000	14,812.50
		13,743.000	34,357.50
		78.000	195.00
0147                          0001.30	2.50	474.000	1,185.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	474.000	1,185.00
		565.000	1,412.50
		52.000	130.00
0148                          0001.90	0.50	8,484.000	4,242.00
SIGN DAY	EACH	8,484.000	4,242.00
		10,383.000	5,191.50
		338.000	169.00
0149                          0010.04	1,500.00	1.000	1,500.00
FIELD OFFICE	EACH	1.000	1,500.00
		1.000	1,500.00
		0.000	0.00
0150                          0030.00	5,000.00	1.000	5,000.00
MOBILIZATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00
4009                          9110.03	55.00	0.000	0.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	20.000	1,100.00
		20.000	1,100.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	26,739.50
		Current	27,839.50
		In place	48,561.50
		This Estimate	494.00
Totals for contract		Contracted	2,418,062.09
		Current	2,448,615.29
		In place	2,519,970.95
		This Estimate	61,295.71