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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0083 WERNER CONSTRUCTION, INC.
Contract ID:	4862
Estimate Number:	0009
Pay Period End Date:	07.26.2003

Contract Location:
LAWRENCE EAST	Estimate Type:	PROG
Contractor:
WERNER CONSTRUCTION, INC.	Date Let:	10.10.2002
129 E 2ND ST	Date Awarded:	10.17.2002
PO BOX 1087	Date Contract Executed:	10.22.2002
	Date Notice to Proceed:	10.22.2002
HASTINGS NE 68902-1087	Date Work Began:	03.24.2003
Phone:	Date Physical Work Completed:
(402)463-4545	Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY

Counties
NUCKOLLS

Project Number		PCT			Fed State Project Number		Description
41862 000		0.000			EACSTPD-4-5(103)		GR CULV SEED BR GDRL BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$2,199,286.36	$1,835,481.01	$363,805.35
$5,718,082.06	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$2,199,286.36	$1,835,481.01	$363,805.35
$5,644,665.62	Retainage	$-21,992.86	$-18,354.81	$-3,638.05
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
38.46%	Net Earnings	$2,177,293.50	$1,817,126.20	$360,167.30
	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	$2,177,293.50	$1,817,126.20	$360,167.30
Project Manager			Div. Head/Dist. Eng.
Meyer, Steve	07.29.2003		Meyer, Keith	07.29.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	07.29.2003
Controller Div. Processed
Burling, Laurie	07.30.2003

		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	35,500.00	1.000	35,500.00
MOBILIZATION	LS	1.000	35,500.00
		1.000	35,500.00
		0.500	17,750.00
0002                          1000.00	250.00	10.000	2,500.00
LARGE TREE REMOVAL	EACH	10.000	2,500.00
		8.000	2,000.00
		0.000	0.00
0003                          1009.00	28,500.00	1.000	28,500.00
GENERAL CLEARING AND GRUBBING	LS	1.000	28,500.00
		0.900	25,650.00
		0.000	0.00
0004                          1010.00	1.68	413,500.000	694,680.00
EXCAVATION	m3	413,500.000	694,680.00
		154,711.900	259,915.99
		64,158.400	107,786.11
0005                          1010.01	2.62	5,899.000	15,455.38
EXCAVATION (ESTABLISHED QUANTITY)	m3	5,899.000	15,455.38
		0.000	0.00
		0.000	0.00
0006                          1011.00	3.90	7,668.000	29,905.20
WATER	kL	7,668.000	29,905.20
		30.300	118.17
		0.000	0.00
0007                          1012.00	60.00	228.000	13,680.00
RIGHT-OF-WAY MARKERS	EACH	228.000	13,680.00
		209.000	12,540.00
		0.000	0.00
0008                          1102.00	3.00	1,527.000	4,581.00
REMOVE ASPHALT SURFACE	m2	1,527.000	4,581.00
		124.000	372.00
		0.000	0.00
0009                          1106.00	3.00	1,147.000	3,441.00
REMOVE DRIVEWAY	m2	1,147.000	3,441.00
		0.000	0.00
		0.000	0.00
0010                          1107.00	3.00	28.500	85.50
REMOVE WALK	m2	28.500	85.50
		0.000	0.00
		0.000	0.00
0011                          1125.00	700.00	1.000	700.00
CLEAR TRACT	EACH	1.000	700.00
AT STA. 142+50 TO 144+50 LT.		0.000	0.00
		0.000	0.00
0012                          1128.50	3.00	244.000	732.00
REMOVE SLAB	m2	244.000	732.00
		0.000	0.00
		0.000	0.00
0013                          1701.24	59.00	862.000	50,858.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	862.000	50,858.00
		99.700	5,882.30
		51.200	3,020.80
0014                          1702.24	85.00	12.900	1,096.50
600 mm DRIVEWAY CULVERT PIPE, TYPE 3,4 OR 5	m	12.900	1,096.50
		0.000	0.00
		0.000	0.00
0015                          7017.00	5.00	408.300	2,041.50
REMOVE GUARDRAIL	m	408.300	2,041.50
		408.300	2,041.50
		0.000	0.00
0016                          L006.00	250.00	51.000	12,750.00
COVER CROP SEEDING	ha	51.000	12,750.00
		0.000	0.00
		0.000	0.00
0017                          L006.50	6,981.00	0.630	4,398.03
TEMPORARY SEEDING	ha	0.630	4,398.03
		1.230	8,586.63
		0.000	0.00
0018                          L020.01	4.80	32,978.000	158,294.40
EROSION CONTROL, TYPE A	m2	32,978.000	158,294.40
		0.000	0.00
		0.000	0.00
0019                          L020.08	4.85	9,021.100	43,752.34
EROSION CONTROL, TYPE AA	m2	9,021.100	43,752.34
		0.000	0.00
		0.000	0.00
0020                          L020.09	8.98	12,663.800	113,720.92
EROSION CONTROL, TYPE AAA	m2	12,663.800	113,720.92
		0.000	0.00
		0.000	0.00
0021                          L020.10	1.45	27,643.200	40,082.64
EROSION CONTROL, TYPE HV	m2	27,643.200	40,082.64
		0.000	0.00
		0.000	0.00
0022                          L021.01	14.75	1,428.000	21,063.00
EROSION CHECKS, TYPE A	BALE	1,428.000	21,063.00
		0.000	0.00
		0.000	0.00
0023                          L021.06	13.25	2,611.000	34,595.75
EROSION CHECKS, TYPE HV	BALE	2,611.000	34,595.75
		0.000	0.00
		0.000	0.00
0024                          L021.11	17.50	406.000	7,105.00
EROSION CHECKS, TYPE ST-A	BALE	406.000	7,105.00
		0.000	0.00
		0.000	0.00
0025                          L021.13	18.00	252.000	4,536.00
EROSION CHECKS, TYPE ST-AA	BALE	252.000	4,536.00
		0.000	0.00
		0.000	0.00
0026                          L021.16	28.25	245.000	6,921.25
EROSION CHECKS, TYPE ST-AAA	BALE	245.000	6,921.25
		0.000	0.00
		0.000	0.00
0027                          L021.21	15.25	371.000	5,657.75
EROSION CHECKS, TYPE AA	BALE	371.000	5,657.75
		0.000	0.00
		0.000	0.00
0028                          L021.22	25.25	525.000	13,256.25
EROSION CHECKS, TYPE AAA	BALE	525.000	13,256.25
		0.000	0.00
		0.000	0.00
0029                          L022.11	7.00	2,674.000	18,718.00
FABRIC SILT FENCE-LOW POROSITY	m	2,674.000	18,718.00
		266.000	1,862.00
		0.000	0.00
0030                          L022.12	7.50	450.000	3,375.00
FABRIC SILT FENCE-HIGH POROSITY	m	450.000	3,375.00
		375.000	2,812.50
		0.000	0.00
0031                          L022.75	15.50	3,774.300	58,501.65
TEMPORARY SILT CHECK	m	3,774.300	58,501.65
		0.000	0.00
		0.000	0.00
0032                          P300.24	70.00	27.000	1,890.00
600 mm CULVERT PIPE, TYPE 3,4 OR 5	m	27.000	1,890.00
		0.000	0.00
		0.000	0.00
4002                          1017.50	55,750.00	0.000	0.00
CONSTRUCTION STAKING AND SURVEYING	LS	1.000	55,750.00
		0.150	8,362.50
		0.100	5,575.00
GROUP 1 GRADING		Contracted	1,432,374.06
		Current	1,488,124.06
		In place	365,643.59
		This Estimate	134,131.91
GROUP 4 CULVERT
0033                          0030.40	40,000.00	1.000	40,000.00
MOBILIZATION	LS	1.000	40,000.00
		1.000	40,000.00
		0.000	0.00
0034                          1043.50	2.40	2,288.000	5,491.20
RIPRAP FILTER FABRIC	m2	2,288.000	5,491.20
		1,251.380	3,003.31
		714.080	1,713.79
0035                          4002.00	3.53	114.000	402.42
CAST IRON COVER AND FRAME	kg	114.000	402.42
		0.000	0.00
		0.000	0.00
0036                          4004.50	13.12	252.000	3,306.24
CAST IRON GRATE AND FRAME	kg	252.000	3,306.24
		0.000	0.00
		0.000	0.00
0037                          4018.00	695.00	3.000	2,085.00
TAPPING EXISTING STRUCTURE	EACH	3.000	2,085.00
		0.000	0.00
		0.000	0.00
0038                          4040.00	150.00	1.000	150.00
REMOVE HEADWALLS FROM CULVERTS	EACH	1.000	150.00
		1.000	150.00
		0.000	0.00
0039                          4043.50	36.00	13.000	468.00
REMOVE SEWER PIPE	m	13.000	468.00
		0.000	0.00
		0.000	0.00
0040                          4045.00	8,000.00	1.000	8,000.00
REMOVE STRUCTURE	EACH	1.000	8,000.00
AT STA. 40+49.14		1.000	8,000.00
		0.000	0.00
0041                          4045.01	4,500.00	1.000	4,500.00
REMOVE STRUCTURE	EACH	1.000	4,500.00
AT STA. 60+81.16		1.000	4,500.00
		0.000	0.00
0042                          4045.02	7,000.00	1.000	7,000.00
REMOVE STRUCTURE	EACH	1.000	7,000.00
AT STA. 65+61.01		1.000	7,000.00
		0.000	0.00
0043                          4045.03	2,000.00	1.000	2,000.00
REMOVE STRUCTURE	EACH	1.000	2,000.00
AT STA. 88+54.15		1.000	2,000.00
		0.000	0.00
0044                          4045.04	2,000.00	1.000	2,000.00
REMOVE STRUCTURE	EACH	1.000	2,000.00
AT STA. 91+78.4		1.000	2,000.00
		0.000	0.00
0045                          4045.05	2,000.00	1.000	2,000.00
REMOVE STRUCTURE	EACH	1.000	2,000.00
AT STA. 109+43.41		1.000	2,000.00
		0.000	0.00
0046                          4045.06	5,000.00	1.000	5,000.00
REMOVE STRUCTURE	EACH	1.000	5,000.00
AT STA. 129+60.61		1.000	5,000.00
		0.000	0.00
0047                          4045.07	8,500.00	1.000	8,500.00
REMOVE STRUCTURE	EACH	1.000	8,500.00
AT STA. 142+12.72		1.000	8,500.00
		0.000	0.00
0048                          4045.08	4,000.00	1.000	4,000.00
REMOVE STRUCTURE	EACH	1.000	4,000.00
AT STA. 158+54.11		1.000	4,000.00
		0.000	0.00
0049                          4045.09	4,000.00	1.000	4,000.00
REMOVE STRUCTURE	EACH	1.000	4,000.00
AT STA. 160+17.91		1.000	4,000.00
		0.000	0.00
0050                          4045.10	5,600.00	1.000	5,600.00
REMOVE STRUCTURE	EACH	1.000	5,600.00
AT STA. 168+93.7		1.000	5,600.00
		0.000	0.00
0051                          4050.01	11.77	6,412.000	75,469.24
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	6,412.000	75,469.24
		5,536.000	65,158.72
		432.000	5,084.64
0052                          4051.01	9.16	8,870.000	81,249.20
EXCAVATION FOR BOX CULVERTS	m3	8,870.000	81,249.20
		10,329.000	94,613.64
		189.000	1,731.24
0053                          4101.06	405.50	1,526.000	618,793.00
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	1,526.000	618,793.00
		1,192.581	483,591.60
		113.260	45,926.93
0054                          4105.59	759.00	4.790	3,635.61
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	4.790	3,635.61
		0.000	0.00
		0.000	0.00
0055                          4107.07	785.00	1.370	1,075.45
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	1.370	1,075.45
		2.740	2,150.90
		0.000	0.00
0056                          4151.00	1.10	96,404.000	106,044.40
REINFORCING STEEL FOR BOX CULVERT	kg	96,404.000	106,044.40
		76,202.000	83,822.20
		7,396.000	8,135.60
0057                          4155.50	2.76	178.000	491.28
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	178.000	491.28
		0.000	0.00
		0.000	0.00
0058                          4157.00	2.76	53.000	146.28
REINFORCING STEEL FOR COLLARS	kg	53.000	146.28
		106.000	292.56
		0.000	0.00
0059                          4310.15	150.00	2.000	300.00
375 mm FLARED-END SECTION	EACH	2.000	300.00
		0.000	0.00
		0.000	0.00
0060                          4310.24	215.00	31.000	6,665.00
600 mm FLARED-END SECTION	EACH	31.000	6,665.00
		29.000	6,235.00
		0.000	0.00
0061                          4310.30	300.00	8.000	2,400.00
750 mm FLARED-END SECTION	EACH	8.000	2,400.00
		3.000	900.00
		0.000	0.00
0062                          4310.36	410.00	14.000	5,740.00
900 mm FLARED-END SECTION	EACH	14.000	5,740.00
		10.000	4,100.00
		2.000	820.00
0063                          4310.42	725.00	2.000	1,450.00
1050 mm FLARED-END SECTION	EACH	2.000	1,450.00
		2.000	1,450.00
		0.000	0.00
0064                          4310.48	790.00	8.000	6,320.00
1200 mm FLARED-END SECTION	EACH	8.000	6,320.00
		8.000	6,320.00
		0.000	0.00
0065                          4310.54	900.00	2.000	1,800.00
1350 mm FLARED-END SECTION	EACH	2.000	1,800.00
		2.000	1,800.00
		0.000	0.00
0066                          4310.60	1,300.00	2.000	2,600.00
1500 mm FLARED-END SECTION	EACH	2.000	2,600.00
		2.000	2,600.00
		0.000	0.00
0067                          4310.72	1,700.00	4.000	6,800.00
1800 mm FLARED-END SECTION	EACH	4.000	6,800.00
		4.000	6,800.00
		0.000	0.00
0068                          4320.30	350.00	2.000	700.00
750 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	2.000	700.00
		2.000	700.00
		0.000	0.00
0069                          4320.48	700.00	2.000	1,400.00
1200 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	2.000	1,400.00
		2.000	1,400.00
		0.000	0.00
0070                          4670.05	144.00	36.000	5,184.00
CULVERT SANDFILL	m3	36.000	5,184.00
		27.600	3,974.40
		0.000	0.00
0071                          6105.01	40.00	239.000	9,560.00
ROCK RIPRAP, TYPE A	Mg	239.000	9,560.00
		0.000	0.00
		0.000	0.00
0072                          6105.02	35.00	771.000	26,985.00
ROCK RIPRAP, TYPE B	Mg	771.000	26,985.00
		765.824	26,803.85
		415.251	14,533.79
0073                          6105.03	35.00	1,524.000	53,340.00
ROCK RIPRAP, TYPE C	Mg	1,524.000	53,340.00
		474.171	16,595.99
		296.000	10,360.00
0074                          P150.54	241.00	60.600	14,604.60
1350 mm CULVERT PIPE, TYPE 5	m	60.600	14,604.60
		60.000	14,460.00
		0.000	0.00
0075                          P150.60	292.00	52.500	15,330.00
1500 mm CULVERT PIPE, TYPE 5	m	52.500	15,330.00
		52.000	15,184.00
		0.000	0.00
0076                          P255.24	82.00	111.100	9,110.20
600 mm CULVERT PIPE, TYPE 4 OR 5	m	111.100	9,110.20
		52.500	4,305.00
		0.000	0.00
0077                          P255.30	124.00	32.200	3,992.80
750 mm CULVERT PIPE, TYPE 4 OR 5	m	32.200	3,992.80
		0.000	0.00
		0.000	0.00
0078                          P255.36	140.00	174.700	24,458.00
900 mm CULVERT PIPE, TYPE 4 OR 5	m	174.700	24,458.00
		169.500	23,730.00
		34.500	4,830.00
0079                          P255.48	210.00	110.700	23,247.00
1200 mm CULVERT PIPE, TYPE 4 OR 5	m	110.700	23,247.00
		106.000	22,260.00
		0.000	0.00
0080                          P255.72	443.00	74.500	33,003.50
1800 mm CULVERT PIPE, TYPE 4 OR 5	m	74.500	33,003.50
		74.000	32,782.00
		0.000	0.00
0081                          P300.24	88.60	99.400	8,806.84
600 mm CULVERT PIPE, TYPE 3,4 OR 5	m	99.400	8,806.84
		120.000	10,632.00
		0.000	0.00
0082                          P300.30	99.40	8.400	834.96
750 mm CULVERT PIPE, TYPE 3,4 OR 5	m	8.400	834.96
		7.000	695.80
		0.000	0.00
0083                          P300.36	101.75	31.600	3,215.30
900 mm CULVERT PIPE, TYPE 3,4 OR 5	m	31.600	3,215.30
		0.000	0.00
		0.000	0.00
0084                          P300.42	173.00	28.800	4,982.40
1050 mm CULVERT PIPE, TYPE 3,4 OR 5	m	28.800	4,982.40
		26.500	4,584.50
		0.000	0.00
0085                          P300.48	161.00	8.900	1,432.90
1200 mm CULVERT PIPE, TYPE 3,4 OR 5	m	8.900	1,432.90
		7.500	1,207.50
		0.000	0.00
0086                          P300.72	269.00	27.400	7,370.60
1800 mm CULVERT PIPE, TYPE 3,4 OR 5	m	27.400	7,370.60
		26.500	7,128.50
		0.000	0.00
0087                          P375.30	113.00	6.000	678.00
750 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 3,4 OR 5	m	6.000	678.00
		6.000	678.00
		0.000	0.00
0088                          P375.48	158.50	3.000	475.50
1200 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 3,4 OR 5	m	3.000	475.50
		3.000	475.50
		0.000	0.00
0089                          P500.24	86.00	143.500	12,341.00
600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8	m	143.500	12,341.00
		143.500	12,341.00
		0.000	0.00
0090                          P500.30	149.00	32.000	4,768.00
750 mm CULVERT PIPE, TYPE 2,4,5,7 or 8	m	32.000	4,768.00
		27.800	4,142.20
		0.000	0.00
0091                          P700.15	63.00	21.500	1,354.50
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	21.500	1,354.50
		0.000	0.00
		0.000	0.00
0092                          P700.24	96.00	21.000	2,016.00
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	21.000	2,016.00
		0.000	0.00
		0.000	0.00
GROUP 4 CULVERT		Contracted	1,294,673.42
		Current	1,294,673.42
		In place	1,059,668.17
		This Estimate	93,135.99
GROUP 4A CONCRETE BOX CULVERT AT STA.139+32.1
0093                          0030.40	6,000.00	1.000	6,000.00
MOBILIZATION	LS	1.000	6,000.00
		1.000	6,000.00
		0.000	0.00
0094                          4045.00	6,000.00	1.000	6,000.00
REMOVE STRUCTURE	EACH	1.000	6,000.00
AT STA. 139+39.10		1.000	6,000.00
		0.000	0.00
0095                          4051.01	9.10	1,614.000	14,687.40
EXCAVATION FOR BOX CULVERTS	m3	1,614.000	14,687.40
		1,824.000	16,598.40
		0.000	0.00
0096                          4101.06	405.50	283.770	115,068.73
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	283.770	115,068.73
		283.768	115,067.92
		0.000	0.00
0097                          4151.00	1.00	15,817.000	15,817.00
REINFORCING STEEL FOR BOX CULVERT	kg	15,817.000	15,817.00
		15,816.000	15,816.00
		0.000	0.00
GROUP 4A CONCRETE BOX CULVERT AT STA.139+32.1		Contracted	157,573.13
		Current	157,573.13
		In place	159,482.32
		This Estimate	0.00
GROUP 4B SANITARY SEWER AND WATER MAIN
0098                          0030.40	4,500.00	1.000	4,500.00
MOBILIZATION	LS	1.000	4,500.00
		0.000	0.00
		0.000	0.00
0099                          1117.00	1,000.00	1.000	1,000.00
REMOVE MANHOLE	EACH	1.000	1,000.00
		0.000	0.00
		0.000	0.00
0100                          4016.00	2,750.00	1.000	2,750.00
MANHOLE	EACH	1.000	2,750.00
AT STA. 11+78.02 - 2.09 m RT.		0.000	0.00
		0.000	0.00
0101                          4016.01	2,750.00	1.000	2,750.00
MANHOLE	EACH	1.000	2,750.00
AT STA. 11+91.5 - 10.81 m RT.		0.000	0.00
		0.000	0.00
0102                          4764.78	270.00	14.000	3,780.00
200 mm P.V.C. SEWER PIPE	m	14.000	3,780.00
		0.000	0.00
		0.000	0.00
0103                          4796.00	35.00	1.000	35.00
150 mm PLUG	EACH	1.000	35.00
		1.000	35.00
		1.000	35.00
0104                          W100.55	410.00	2.000	820.00
WET TAP CUT-IN	EACH	2.000	820.00
		1.000	410.00
		1.000	410.00
0105                          W175.00	210.00	6.000	1,260.00
19 mm CORPORATION STOP	EACH	6.000	1,260.00
		0.000	0.00
		0.000	0.00
0106                          W175.09	400.00	1.000	400.00
50 mm CORPORATION STOP	EACH	1.000	400.00
		0.000	0.00
		0.000	0.00
0107                          W176.24	33.45	84.000	2,809.80
19 mm WATER SERVICE	m	84.000	2,809.80
		33.220	1,111.21
		33.220	1,111.21
0108                          W176.30	50.53	16.000	808.48
50 mm WATER SERVICE	m	16.000	808.48
		0.000	0.00
		0.000	0.00
0109                          W176.34	60.00	19.000	1,140.00
100 mm WATER SERVICE	m	19.000	1,140.00
		0.000	0.00
		0.000	0.00
0110                          W176.70	65.00	8.000	520.00
WATER SERVICE CONNECTION	EACH	8.000	520.00
		0.000	0.00
		0.000	0.00
0111                          W180.00	200.00	2.300	460.00
CONCRETE CLASS 47B-25 FOR BLOCKS AND ANCHORAGES	m3	2.300	460.00
		1.920	384.00
		1.920	384.00
0112                          W205.06	55.00	274.000	15,070.00
150 mm WATER MAIN PIPE	m	274.000	15,070.00
		292.280	16,075.40
		292.280	16,075.40
0113                          W219.64	460.00	1.000	460.00
100 mm GATE VALVE AND BOX	EACH	1.000	460.00
		0.000	0.00
		0.000	0.00
0114                          W219.66	527.00	2.000	1,054.00
150 mm GATE VALVE AND BOX	EACH	2.000	1,054.00
		2.000	1,054.00
		2.000	1,054.00
0115                          W222.80	1,850.00	2.000	3,700.00
150 mm PUMPER HYDRANT, M.J.	EACH	2.000	3,700.00
		2.000	3,700.00
		2.000	3,700.00
0116                          W222.91	250.00	1.000	250.00
SALVAGE FIRE HYDRANT	EACH	1.000	250.00
		0.000	0.00
		0.000	0.00
0117                          W355.10	226.83	2.000	453.66
250 mm SLEEVE	EACH	2.000	453.66
		1.000	226.83
		1.000	226.83
0118                          W356.10	185.00	1.000	185.00
150 mm X 100 mm TEE	EACH	1.000	185.00
		0.000	0.00
		0.000	0.00
0119                          W356.12	200.00	2.000	400.00
150 mm X 150 mm TEE	EACH	2.000	400.00
		2.000	400.00
		2.000	400.00
0120                          W356.18	326.00	1.000	326.00
250 mm X 150 mm TEE	EACH	1.000	326.00
		1.000	326.00
		1.000	326.00
0121                          W357.16	135.00	3.000	405.00
150 mm - 45 DEGREE BEND	EACH	3.000	405.00
		2.000	270.00
		2.000	270.00
0122                          W359.04	45.00	1.000	45.00
100 mm CAP	EACH	1.000	45.00
		0.000	0.00
		0.000	0.00
0123                          W359.08	65.00	1.000	65.00
200 mm CAP	EACH	1.000	65.00
		0.000	0.00
		0.000	0.00
0124                          W370.00	455.00	1.000	455.00
150 mm X 150 mm 508 mm OFFSET	EACH	1.000	455.00
		1.000	455.00
		1.000	455.00
0125                          W722.50	300.00	1.000	300.00
ABANDON WATER MAIN	EACH	1.000	300.00
		0.000	0.00
		0.000	0.00
0126                          W800.33	300.00	1.000	300.00
REMOVE HYDRANT	EACH	1.000	300.00
		0.000	0.00
		0.000	0.00
4003                          W800.92	41.06	0.000	0.00
BORE 19 mm WATER SERVICE	m	80.000	3,284.80
		28.950	1,188.69
		28.950	1,188.69
GROUP 4B SANITARY SEWER AND WATER MAIN		Contracted	46,501.94
		Current	49,786.74
		In place	25,636.13
		This Estimate	25,636.13
GROUP 5 SEEDING
0127                          0030.50	300.00	1.000	300.00
MOBILIZATION	LS	1.000	300.00
		0.000	0.00
		0.000	0.00
0128                          L001.01	1,245.00	38.660	48,131.70
SEEDING, TYPE A	ha	38.660	48,131.70
		0.000	0.00
		0.000	0.00
0129                          L001.02	739.00	11.350	8,387.65
SEEDING, TYPE B	ha	11.350	8,387.65
		0.000	0.00
		0.000	0.00
0130                          L001.03	939.00	1.320	1,239.48
SEEDING, TYPE C	ha	1.320	1,239.48
		0.000	0.00
		0.000	0.00
0131                          L032.75	65.00	257.000	16,705.00
MULCH	Mg	257.000	16,705.00
		0.000	0.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	74,763.83
		Current	74,763.83
		In place	0.00
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 48+40.8
0132                          0030.60	8,750.00	1.000	8,750.00
MOBILIZATION	LS	1.000	8,750.00
		1.000	8,750.00
		0.000	0.00
0133                          1010.01	3.60	870.000	3,132.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	870.000	3,132.00
		0.000	0.00
		0.000	0.00
0134                          1043.50	3.00	128.000	384.00
RIPRAP FILTER FABRIC	m2	128.000	384.00
		0.000	0.00
		0.000	0.00
0135                          3050.15	233.00	116.700	27,191.10
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	116.700	27,191.10
		109.500	25,513.50
		109.500	25,513.50
0136                          3051.10	1.08	7,882.000	8,512.56
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	7,882.000	8,512.56
		6,412.000	6,924.96
		6,412.000	6,924.96
0137                          6000.10	1,125.00	1.000	1,125.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	1,125.00
		1.000	1,125.00
		0.000	0.00
0138                          6000.11	1,125.00	1.000	1,125.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	1,125.00
		1.000	1,125.00
		0.000	0.00
0139                          6005.35	167.00	23.000	3,841.00
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	23.000	3,841.00
		0.000	0.00
		0.000	0.00
0140                          6005.78	875.00	4.000	3,500.00
EXPANSION BEARING, TFE TYPE	EACH	4.000	3,500.00
		4.000	3,500.00
		0.000	0.00
0141                          6005.83	640.00	4.000	2,560.00
FIXED BEARING	EACH	4.000	2,560.00
		4.000	2,560.00
		0.000	0.00
0142                          6010.22	416.00	87.800	36,524.80
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	87.800	36,524.80
		87.800	36,524.80
		0.000	0.00
0143                          6010.26	398.00	153.400	61,053.20
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	153.400	61,053.20
		139.100	55,361.80
		107.700	42,864.60
0144                          6011.11	131,000.00	1.000	131,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	131,000.00
AT STA. 48+40.8		1.000	131,000.00
		0.000	0.00
0145                          6040.00	5,350.00	1.000	5,350.00
REMOVE STRUCTURE	EACH	1.000	5,350.00
AT STA. 48+40.8		0.000	0.00
		0.000	0.00
0146                          6080.00	4.66	1,470.000	6,850.20
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	1,470.000	6,850.20
		1,470.000	6,850.20
		0.000	0.00
0147                          6104.00	8.75	371.000	3,246.25
BROKEN CONCRETE RIPRAP	Mg	371.000	3,246.25
		0.000	0.00
		0.000	0.00
0148                          6105.01	43.00	47.000	2,021.00
ROCK RIPRAP, TYPE A	Mg	47.000	2,021.00
		0.000	0.00
		0.000	0.00
0149                          6131.50	1.07	19,327.000	20,679.89
EPOXY COATED REINFORCING STEEL	kg	19,327.000	20,679.89
		17,634.000	18,868.38
		12,785.425	13,680.40
0150                          6139.50	25.00	71.000	1,775.00
SUBSURFACE DRAINAGE MATTING	m2	71.000	1,775.00
		0.000	0.00
		0.000	0.00
0151                          6210.12	44.00	687.000	30,228.00
HP 250 mm X 62 kg STEEL PILING	m	687.000	30,228.00
		709.600	31,222.40
		0.000	0.00
0152                          6310.00	122.00	161.100	19,654.20
STEEL SHEET PILING	m2	161.100	19,654.20
		161.100	19,654.20
		0.000	0.00
0153                          8091.00	24.00	235.000	5,640.00
GRANULAR BACKFILL	m3	235.000	5,640.00
		235.000	5,640.00
		0.000	0.00
4004                          6210.61	88.00	0.000	0.00
PILE SPLICE	EACH	5.000	440.00
For additional length of piling		5.000	440.00
		0.000	0.00
GROUP 6 BRIDGE AT STA. 48+40.8		Contracted	384,143.20
		Current	384,583.20
		In place	355,060.24
		This Estimate	88,983.46
GROUP 7 GUARDRAIL
0154                          0030.70	1,000.00	1.000	1,000.00
MOBILIZATION	LS	1.000	1,000.00
		0.000	0.00
		0.000	0.00
0155                          7011.20	40.25	45.720	1,840.23
W-BEAM GUARDRAIL	m	45.720	1,840.23
		0.000	0.00
		0.000	0.00
0156                          7020.00	2,619.00	4.000	10,476.00
BRIDGE APPROACH SECTIONS	EACH	4.000	10,476.00
		0.000	0.00
		0.000	0.00
0157                          7024.27	1,554.00	4.000	6,216.00
GUARDRAIL END TREATMENT, TYPE II	EACH	4.000	6,216.00
		0.000	0.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	19,532.23
		Current	19,532.23
		In place	0.00
		This Estimate	0.00
GROUP 9 BITUMINOUS
0158                          0002.55	29.00	166.400	4,825.60
OVERLAY BROKEN LINES	StaM	166.400	4,825.60
		0.000	0.00
		0.000	0.00
0159                          0030.90	139,000.00	1.000	139,000.00
MOBILIZATION	LS	1.000	139,000.00
		0.500	69,500.00
		0.000	0.00
0160                          2001.00	11.25	2,371.000	26,673.75
GRAVEL SURFACE COURSE	m3	2,371.000	26,673.75
		1,403.480	15,789.16
		592.280	6,663.15
0161                          2020.00	7.50	1,721.000	12,907.50
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS	m2	1,721.000	12,907.50
		0.000	0.00
		0.000	0.00
0162                          2021.00	50.00	17.000	850.00
MAILBOX POST	EACH	17.000	850.00
		0.000	0.00
		0.000	0.00
0163                          3014.12	60.00	180.030	10,801.80
COMBINATION CONCRETE CLASS 47B-25 CURB AND GUTTER	m	180.030	10,801.80
		0.000	0.00
		0.000	0.00
0164                          3016.21	45.00	28.500	1,282.50
CONCRETE CLASS 47B-20 SIDEWALKS	m2	28.500	1,282.50
		0.000	0.00
		0.000	0.00
0165                          3020.26	48.00	78.100	3,748.80
CONCRETE CLASS 47B-25 DRIVEWAY	m2	78.100	3,748.80
		0.000	0.00
		0.000	0.00
0166                          4015.00	350.00	4.000	1,400.00
ADJUST MANHOLE TO GRADE	EACH	4.000	1,400.00
		0.000	0.00
		0.000	0.00
0167                          4024.55	240.00	4.600	1,104.00
FLUME SPILLWAY	m	4.600	1,104.00
		0.000	0.00
		0.000	0.00
0168                          4024.70	2,400.00	2.000	4,800.00
CONCRETE FLUME, TYPE I	EACH	2.000	4,800.00
		0.000	0.00
		0.000	0.00
0169                          8022.00	126.59	141.000	17,849.19
HYDRATED LIME	Mg	141.000	17,849.19
		0.000	0.00
		0.000	0.00
0170                          8029.84	2.09	72,541.000	151,610.69
BITUMINOUS FOUNDATION COURSE 100 mm	m2	72,541.000	151,610.69
		0.000	0.00
		0.000	0.00
0171                          8110.50	1,759.00	56.501	99,385.26
HYDRATED LIME SLURRY STABILIZATION	StaM	56.501	99,385.26
		0.000	0.00
		0.000	0.00
0172                          8111.00	750.00	2.280	1,710.00
SHOULDER SUBGRADE PREPARATION	StaM	2.280	1,710.00
		0.000	0.00
		0.000	0.00
0173                          9000.75	22.76	500.000	11,380.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	500.000	11,380.00
SP2(12.5)		0.000	0.00
		0.000	0.00
0174                          9005.00	31.93	200.000	6,386.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	200.000	6,386.00
SP2(12.5)		0.000	0.00
		0.000	0.00
0175                          9005.30	22.76	38,420.000	874,439.20
ASPHALTIC CONCRETE, TYPE SP2(12.5)	Mg	38,420.000	874,439.20
		0.000	0.00
		0.000	0.00
0176                          9009.00	3.30	5,782.000	19,080.60
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	5,782.000	19,080.60
		0.000	0.00
		0.000	0.00
0177                          9020.91	196.00	27.000	5,292.00
PERFORMANCE GRADED BINDER (64-22) FOR STATE MAINTENANCEPATCHING	Mg	27.000	5,292.00
		0.000	0.00
		0.000	0.00
0178                          9021.01	196.00	2,085.480	408,754.08
PERFORMANCE GRADED BINDER (64-22)	Mg	2,085.480	408,754.08
		0.000	0.00
		0.000	0.00
0179                          9030.00	8.95	186.000	1,664.70
CONSTRUCTING ASPHALTIC CONCRETE CURB	m	186.000	1,664.70
		0.000	0.00
		0.000	0.00
0180                          9034.00	2.50	4,180.000	10,450.00
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	4,180.000	10,450.00
		0.000	0.00
		0.000	0.00
0181                          9052.15	0.25	142,890.000	35,722.50
EMULSIFIED ASPHALT FOR HYDRATED LIME SLURRY STABILIZATION	L	142,890.000	35,722.50
		0.000	0.00
		0.000	0.00
0182                          9053.00	0.26	62,520.000	16,255.20
TACK COAT	L	62,520.000	16,255.20
		0.000	0.00
		0.000	0.00
0183                          9111.00	2.00	2,152.000	4,304.00
WATER	kL	2,152.000	4,304.00
		0.000	0.00
		0.000	0.00
0184                          9170.00	270.00	314.325	84,867.75
EARTH SHOULDER CONSTRUCTION	StaM	314.325	84,867.75
		0.000	0.00
		0.000	0.00
0185                          9173.00	695.00	100.752	70,022.64
SUBGRADE PREPARATION	StaM	100.752	70,022.64
		0.000	0.00
		0.000	0.00
0186                          9179.23	850.00	13.129	11,159.65
COLD MILLING, CLASS 3	StaM	13.129	11,159.65
		0.000	0.00
		0.000	0.00
0187                          9179.24	975.00	100.364	97,854.90
COLD MILLING, CLASS 4	StaM	0.000	0.00
		0.000	0.00
		-100.364	-97,854.90
0188                          9188.50	25.00	260.000	6,500.00
SURFACING UNDER GUARDRAIL	m2	260.000	6,500.00
		0.000	0.00
		0.000	0.00
0189                          9300.52	5,000.00	1.000	5,000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D	LS	1.000	5,000.00
		0.000	0.00
		0.000	0.00
4005                          9179.24	1,083.34	0.000	0.00
COLD MILLING, CLASS 4	StaM	100.364	108,728.34
Class 4 Milling, 128mm.		100.364	108,728.34
		100.364	108,728.34
GROUP 9 BITUMINOUS		Contracted	2,147,082.31
		Current	2,157,955.74
		In place	194,017.50
		This Estimate	17,536.59
GROUP 10 GENERAL ITEMS
0190                          0001.08	0.50	5,775.000	2,887.50
BARRICADE, TYPE II	BDAY	5,775.000	2,887.50
		1,554.000	777.00
		294.000	147.00
0191                          0001.10	2.50	12,208.000	30,520.00
BARRICADE, TYPE III	BDAY	12,208.000	30,520.00
		9,607.000	24,017.50
		1,480.000	3,700.00
0192                          0001.75	5.00	300.000	1,500.00
TEMPORARY SIGN DAY	EACH	300.000	1,500.00
		0.000	0.00
		0.000	0.00
0193                          0001.90	0.50	14,328.000	7,164.00
SIGN DAY	EACH	14,328.000	7,164.00
		5,282.000	2,641.00
		630.000	315.00
0194                          0003.10	185.00	30.000	5,550.00
FLAGGING	DAY	30.000	5,550.00
		0.000	0.00
		0.000	0.00
0195                          0003.20	285.00	15.000	4,275.00
FURNISHING AND OPERATING PILOT VEHICLE	DAY	15.000	4,275.00
		0.000	0.00
		0.000	0.00
0196                          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
0197                          0030.00	10,000.00	1.000	10,000.00
MOBILIZATION	LS	1.000	10,000.00
		0.880	8,800.00
		0.000	0.00
0198                          9110.01	65.00	95.000	6,175.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	95.000	6,175.00
		0.000	0.00
		0.000	0.00
0199                          9110.02	65.00	55.000	3,575.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	55.000	3,575.00
		3.000	195.00
		0.000	0.00
0200                          9110.03	50.00	95.000	4,750.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	95.000	4,750.00
		0.000	0.00
		0.000	0.00
0201                          9110.06	75.00	40.000	3,000.00
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	40.000	3,000.00
		0.000	0.00
		0.000	0.00
0202                          9110.07	75.00	95.000	7,125.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	95.000	7,125.00
		0.000	0.00
		0.000	0.00
4001                          0001.98	0.58	0.000	0.00
CONTRACTOR FURNISHED SIGN	EACH	5,290.000	3,068.20
		3,186.000	1,847.88
		378.000	219.24
GROUP 10 GENERAL ITEMS		Contracted	88,021.50
		Current	91,089.70
		In place	39,778.38
		This Estimate	4,381.24
Totals for contract		Contracted	5,644,665.62
		Current	5,718,082.06
		In place	2,199,286.33
		This Estimate	363,805.32