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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	3606 DOBSON BROTHERS CONSTRUCTION CO. & AFFIL
Contract ID:	1821
Estimate Number:	0006
Pay Period End Date:	01.18.2003

Contract Location:
WILBER - CRETE	Estimate Type:	PROG
Contractor:
DOBSON BROTHERS CONSTRUCTION CO. & AFFIL	Date Let:	10.10.2002
410 S 7TH	Date Awarded:	10.17.2002
PO BOX 81409	Date Contract Executed:	10.21.2002
	Date Notice to Proceed:	10.21.2002
LINCOLN NE 68501	Date Work Began:
Phone:	Date Physical Work Completed:
(402)474-5115	Date Accepted:
Escrow Agent:
Surety Co:
WESTERN SURETY COMPANY

Counties
SALINE

Project Number		PCT			Fed State Project Number		Description
11821 000		0.000			EACSTPD-103-1(105)		GRAD CULV SEED BR GDRL ELEC BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$653,123.04	$601,274.08	$51,848.96
$4,440,125.55	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$653,123.04	$601,274.08	$51,848.96
$4,440,125.55	Retainage	$-6,531.23	$-6,012.74	$-518.49
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
14.71%	Net Earnings	$646,591.81	$595,261.34	$51,330.47
	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	$646,591.81	$595,261.34	$51,330.47
Project Manager			Div. Head/Dist. Eng.
Kuper, Melvin	01.30.2003		Sklenar, Michael J	01.31.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	02.03.2003
Controller Div. Processed
Burling, Laurie	02.03.2003

		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                          L006.00	87.40	33.000	2,884.20
COVER CROP SEEDING	ha	33.000	2,884.20
		0.000	0.00
		0.000	0.00
0002                          L020.00	1.95	3,733.000	7,279.35
EROSION CONTROL	m2	3,733.000	7,279.35
		0.000	0.00
		0.000	0.00
0003                          L020.09	14.50	352.500	5,111.25
EROSION CONTROL, TYPE AAA	m2	352.500	5,111.25
		0.000	0.00
		0.000	0.00
0004                          L021.06	22.00	48.000	1,056.00
EROSION CHECKS, TYPE HV	BALE	48.000	1,056.00
		0.000	0.00
		0.000	0.00
0005                          L022.11	7.00	375.000	2,625.00
FABRIC SILT FENCE-LOW POROSITY	m	375.000	2,625.00
		0.000	0.00
		0.000	0.00
0006                          L022.12	23.30	9.000	209.70
FABRIC SILT FENCE-HIGH POROSITY	m	9.000	209.70
		0.000	0.00
		0.000	0.00
0007                          L022.75	18.80	160.000	3,008.00
TEMPORARY SILT CHECK	m	160.000	3,008.00
		0.000	0.00
		0.000	0.00
0008                          0030.10	40,000.00	1.000	40,000.00
MOBILIZATION	LS	1.000	40,000.00
		1.000	40,000.00
		0.000	0.00
0009                          1000.00	181.81	18.000	3,272.58
LARGE TREE REMOVAL	EACH	18.000	3,272.58
		11.000	1,999.91
		2.000	363.62
0010                          1009.00	11,761.63	1.000	11,761.63
GENERAL CLEARING AND GRUBBING	LS	1.000	11,761.63
		0.500	5,880.82
		0.000	0.00
0011                          1010.00	1.86	58,218.000	108,285.48
EXCAVATION	m3	58,218.000	108,285.48
		10,124.000	18,830.64
		0.000	0.00
0012                          1010.10	3.38	60,368.000	204,043.84
EXCAVATION, BORROW	m3	60,368.000	204,043.84
		18,323.000	61,931.74
		0.000	0.00
0013                          1011.00	1.04	5,929.000	6,166.16
WATER	kL	5,929.000	6,166.16
		0.000	0.00
		0.000	0.00
0014                          1012.00	59.16	186.000	11,003.76
RIGHT-OF-WAY MARKERS	EACH	186.000	11,003.76
		0.000	0.00
		0.000	0.00
0015                          1041.00	0.80	6,900.000	5,520.00
SALVAGING AND PLACING TOPSOIL	m2	6,900.000	5,520.00
		2,300.000	1,840.00
		0.000	0.00
0016                          1090.00	1,200.00	1.000	1,200.00
ABANDON WELLS	EACH	1.000	1,200.00
		0.000	0.00
		0.000	0.00
0017                          1101.00	2.50	7,638.000	19,095.00
REMOVE PAVEMENT	m2	7,638.000	19,095.00
		0.000	0.00
		0.000	0.00
0018                          1101.25	8.20	316.000	2,591.20
SAWING PAVEMENT	m	316.000	2,591.20
		0.000	0.00
		0.000	0.00
0019                          1102.00	5.11	1,069.000	5,462.59
REMOVE ASPHALT SURFACE	m2	1,069.000	5,462.59
		0.000	0.00
		0.000	0.00
0020                          1701.24	50.50	349.500	17,649.75
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	349.500	17,649.75
		0.000	0.00
		0.000	0.00
0021                          1701.36	86.13	75.000	6,459.75
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	75.000	6,459.75
		0.000	0.00
		0.000	0.00
0022                          4040.00	176.78	2.000	353.56
REMOVE HEADWALLS FROM CULVERTS	EACH	2.000	353.56
		0.000	0.00
		0.000	0.00
0023                          6040.00	1,111.82	1.000	1,111.82
REMOVE STRUCTURE	EACH	1.000	1,111.82
AT STA. 133+25.30 LT.		0.000	0.00
		0.000	0.00
0024                          7017.00	4.96	252.500	1,252.40
REMOVE GUARDRAIL	m	252.500	1,252.40
		0.000	0.00
		0.000	0.00
0025                          9110.01	87.47	5.000	437.35
RENTAL OF LOADER, FULLY OPERATED	HOUR	5.000	437.35
		0.000	0.00
		0.000	0.00
0026                          9110.03	45.62	5.000	228.10
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	5.000	228.10
		0.000	0.00
		0.000	0.00
0027                          9110.06	132.57	5.000	662.85
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	5.000	662.85
		2.000	265.14
		2.000	265.14
0028                          9110.07	68.80	5.000	344.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	5.000	344.00
		0.000	0.00
		0.000	0.00
0029                          9110.09	125.18	10.000	1,251.80
RENTAL OF TRACTOR AND SCRAPER, FULLY OPERATED	HOUR	10.000	1,251.80
		0.000	0.00
		0.000	0.00
GROUP 1 GRADING		Contracted	470,327.12
		Current	470,327.12
		In place	130,748.25
		This Estimate	628.76
GROUP 4 CULVERTS
0030                          P120.24	104.00	9.100	946.40
600 mm CULVERT PIPE, TYPE 2	m	9.100	946.40
		7.000	728.00
		0.000	0.00
0031                          P120.30	146.50	26.000	3,809.00
750 mm CULVERT PIPE, TYPE 2	m	26.000	3,809.00
		26.000	3,809.00
		0.000	0.00
0032                          P120.36	193.00	38.300	7,391.90
900 mm CULVERT PIPE, TYPE 2	m	38.300	7,391.90
		32.000	6,176.00
		0.000	0.00
0033                          P120.42	239.50	6.500	1,556.75
1050 mm CULVERT PIPE TYPE 2	m	6.500	1,556.75
		6.500	1,556.75
		0.000	0.00
0034                          P120.48	299.00	28.000	8,372.00
1200 mm CULVERT PIPE, TYPE 2	m	28.000	8,372.00
		28.000	8,372.00
		0.000	0.00
0035                          P300.48	169.50	11.900	2,017.05
1200 mm CULVERT PIPE, TYPE 3,4 OR 5	m	11.900	2,017.05
		0.000	0.00
		0.000	0.00
0036                          P375.54	241.00	47.100	11,351.10
1350 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 3,4 OR 5	m	47.100	11,351.10
		42.000	10,122.00
		0.000	0.00
0037                          P400.36	193.00	20.000	3,860.00
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	20.000	3,860.00
		20.000	3,860.00
		0.000	0.00
0038                          P402.24	76.00	45.300	3,442.80
600 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	45.300	3,442.80
		45.300	3,442.80
		0.000	0.00
0039                          0030.40	20,000.00	1.000	20,000.00
MOBILIZATION	LS	1.000	20,000.00
		1.000	20,000.00
		0.000	0.00
0040                          1043.50	1.90	350.000	665.00
RIPRAP FILTER FABRIC	m2	350.000	665.00
		350.000	665.00
		350.000	665.00
0041                          1118.25	300.00	1.000	300.00
REMOVE SPLASH BASIN	EACH	1.000	300.00
		0.000	0.00
		0.000	0.00
0042                          1119.00	170.00	2.000	340.00
REMOVE INLET	EACH	2.000	340.00
		0.000	0.00
		0.000	0.00
0043                          4040.00	120.00	28.000	3,360.00
REMOVE HEADWALLS FROM CULVERTS	EACH	28.000	3,360.00
		32.000	3,840.00
		0.000	0.00
0044                          4044.00	1,800.00	1.000	1,800.00
PREPARATION OF STRUCTURE	EACH	1.000	1,800.00
AT STA. 11+95.43		1.000	1,800.00
		0.000	0.00
0045                          4044.01	600.00	1.000	600.00
PREPARATION OF STRUCTURE	EACH	1.000	600.00
AT STA. 18+90.37		1.000	600.00
		0.000	0.00
0046                          4044.02	600.00	1.000	600.00
PREPARATION OF STRUCTURE	EACH	1.000	600.00
AT STA. 23+91.01		1.000	600.00
		0.000	0.00
0047                          4044.03	1,000.00	1.000	1,000.00
PREPARATION OF STRUCTURE	EACH	1.000	1,000.00
AT STA. 30+67.21		1.000	1,000.00
		0.000	0.00
0048                          4044.04	500.00	1.000	500.00
PREPARATION OF STRUCTURE	EACH	1.000	500.00
AT STA. 43+22.07		1.000	500.00
		0.000	0.00
0049                          4044.05	500.00	1.000	500.00
PREPARATION OF STRUCTURE	EACH	1.000	500.00
AT STA. 43+58.63		1.000	500.00
		0.000	0.00
0050                          4044.06	1,800.00	1.000	1,800.00
PREPARATION OF STRUCTURE	EACH	1.000	1,800.00
AT STA. 47+46.04		1.000	1,800.00
		0.000	0.00
0051                          4044.07	1,600.00	1.000	1,600.00
PREPARATION OF STRUCTURE	EACH	1.000	1,600.00
AT STA. 125+19.66		1.000	1,600.00
		0.000	0.00
0052                          4044.08	1,800.00	1.000	1,800.00
PREPARATION OF STRUCTURE	EACH	1.000	1,800.00
AT STA. 130+46.08		1.000	1,800.00
		0.000	0.00
0053                          4044.09	1,800.00	1.000	1,800.00
PREPARATION OF STRUCTURE	EACH	1.000	1,800.00
AT STA. 10148+61		1.000	1,800.00
		0.000	0.00
0054                          4050.01	8.00	368.000	2,944.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	368.000	2,944.00
		348.000	2,784.00
		0.000	0.00
0055                          4051.01	24.00	298.000	7,152.00
EXCAVATION FOR BOX CULVERTS	m3	298.000	7,152.00
		298.000	7,152.00
		0.000	0.00
0056                          4100.06	710.00	11.980	8,505.80
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL	m3	11.980	8,505.80
		11.980	8,505.80
		4.000	2,840.00
0057                          4101.06	369.00	387.820	143,105.58
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	387.820	143,105.58
		383.001	141,327.38
		52.633	19,421.58
0058                          4107.07	514.00	16.180	8,316.52
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	16.180	8,316.52
		18.960	9,745.44
		0.000	0.00
0059                          4150.00	1.70	845.000	1,436.50
REINFORCING STEEL FOR HEADWALL	kg	845.000	1,436.50
		845.000	1,436.50
		275.000	467.50
0060                          4151.00	1.20	23,817.000	28,580.40
REINFORCING STEEL FOR BOX CULVERT	kg	23,817.000	28,580.40
		23,592.056	28,310.47
		3,333.160	3,999.79
0061                          4157.00	1.70	652.000	1,108.40
REINFORCING STEEL FOR COLLARS	kg	652.000	1,108.40
		690.000	1,173.00
		0.000	0.00
0062                          4310.24	402.00	2.000	804.00
600 mm FLARED-END SECTION	EACH	2.000	804.00
		2.000	804.00
		0.000	0.00
0063                          4310.30	458.00	8.000	3,664.00
750 mm FLARED-END SECTION	EACH	8.000	3,664.00
		8.000	3,664.00
		0.000	0.00
0064                          4310.36	743.00	6.000	4,458.00
900 mm FLARED-END SECTION	EACH	6.000	4,458.00
		6.000	4,458.00
		0.000	0.00
0065                          4310.42	939.00	2.000	1,878.00
1050 mm FLARED-END SECTION	EACH	2.000	1,878.00
		2.000	1,878.00
		0.000	0.00
0066                          4310.48	1,038.00	8.000	8,304.00
1200 mm FLARED-END SECTION	EACH	8.000	8,304.00
		8.000	8,304.00
		0.000	0.00
0067                          6104.00	18.00	273.000	4,914.00
BROKEN CONCRETE RIPRAP	Mg	273.000	4,914.00
		273.000	4,914.00
		273.000	4,914.00
GROUP 4 CULVERTS		Contracted	304,583.20
		Current	304,583.20
		In place	299,028.14
		This Estimate	32,307.87
GROUP 4A CONCRETE BOX CULVERT AT STA. 35+27.46
0068                          0030.40	1,500.00	1.000	1,500.00
MOBILIZATION	LS	1.000	1,500.00
		1.000	1,500.00
		0.000	0.00
0069                          4044.00	5,590.00	1.000	5,590.00
PREPARATION OF STRUCTURE	EACH	1.000	5,590.00
AT STA. 35+27.46		1.000	5,590.00
		0.000	0.00
0070                          4051.01	50.00	9.000	450.00
EXCAVATION FOR BOX CULVERTS	m3	9.000	450.00
		9.000	450.00
		0.000	0.00
0071                          4101.06	340.00	84.170	28,617.80
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	84.170	28,617.80
		84.170	28,617.80
		0.000	0.00
0072                          4151.00	1.20	5,790.000	6,948.00
REINFORCING STEEL FOR BOX CULVERT	kg	5,790.000	6,948.00
		5,790.000	6,948.00
		0.000	0.00
GROUP 4A CONCRETE BOX CULVERT AT STA. 35+27.46		Contracted	43,105.80
		Current	43,105.80
		In place	43,105.80
		This Estimate	0.00
GROUP 4B CONCRETE BOX CULVERT AT STA. 55+27.25
0073                          0030.40	1,500.00	1.000	1,500.00
MOBILIZATION	LS	1.000	1,500.00
		1.000	1,500.00
		0.000	0.00
0074                          4044.00	1,800.00	1.000	1,800.00
PREPARATION OF STRUCTURE	EACH	1.000	1,800.00
AT STA. 55+27.25		1.000	1,800.00
		0.000	0.00
0075                          4051.01	30.00	30.000	900.00
EXCAVATION FOR BOX CULVERTS	m3	30.000	900.00
		30.000	900.00
		0.000	0.00
0076                          4101.06	340.00	87.120	29,620.80
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	87.120	29,620.80
		87.120	29,620.80
		0.000	0.00
0077                          4151.00	1.20	5,272.000	6,326.40
REINFORCING STEEL FOR BOX CULVERT	kg	5,272.000	6,326.40
		5,272.000	6,326.40
		0.000	0.00
GROUP 4B CONCRETE BOX CULVERT AT STA. 55+27.25		Contracted	40,147.20
		Current	40,147.20
		In place	40,147.20
		This Estimate	0.00
GROUP 4C CONCRETE BOX CULVERT AT STA. 62+67.92
0078                          0030.40	1,500.00	1.000	1,500.00
MOBILIZATION	LS	1.000	1,500.00
		1.000	1,500.00
		0.000	0.00
0079                          4044.00	3,990.00	1.000	3,990.00
PREPARATION OF STRUCTURE	EACH	1.000	3,990.00
AT STA. 62+67.92		1.000	3,990.00
		0.000	0.00
0080                          4051.01	30.00	37.000	1,110.00
EXCAVATION FOR BOX CULVERTS	m3	37.000	1,110.00
		37.000	1,110.00
		0.000	0.00
0081                          4101.06	340.00	66.700	22,678.00
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	66.700	22,678.00
		66.700	22,678.00
		0.000	0.00
0082                          4151.00	1.40	4,181.000	5,853.40
REINFORCING STEEL FOR BOX CULVERT	kg	4,181.000	5,853.40
		4,181.000	5,853.40
		0.000	0.00
GROUP 4C CONCRETE BOX CULVERT AT STA. 62+67.92		Contracted	35,131.40
		Current	35,131.40
		In place	35,131.40
		This Estimate	0.00
GROUP 4D CONCRETE BOX CULVERT AT STA. 81+54.33
0083                          0030.40	1,500.00	1.000	1,500.00
MOBILIZATION	LS	1.000	1,500.00
		1.000	1,500.00
		0.000	0.00
0084                          4044.00	1,800.00	1.000	1,800.00
PREPARATION OF STRUCTURE	EACH	1.000	1,800.00
AT STA. 81+54.33		1.000	1,800.00
		0.000	0.00
0085                          4051.01	20.00	86.000	1,720.00
EXCAVATION FOR BOX CULVERTS	m3	86.000	1,720.00
		86.000	1,720.00
		0.000	0.00
0086                          4101.06	340.00	93.040	31,633.60
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	93.040	31,633.60
		93.040	31,633.60
		0.000	0.00
0087                          4151.00	1.20	6,167.000	7,400.40
REINFORCING STEEL FOR BOX CULVERT	kg	6,167.000	7,400.40
		6,167.000	7,400.40
		0.000	0.00
GROUP 4D CONCRETE BOX CULVERT AT STA. 81+54.33		Contracted	44,054.00
		Current	44,054.00
		In place	44,054.00
		This Estimate	0.00
GROUP 4E CONCRETE BOX CULVERT AT STA. 119+23.50
0088                          0030.40	1,500.00	1.000	1,500.00
MOBILIZATION	LS	1.000	1,500.00
		1.000	1,500.00
		0.000	0.00
0089                          4044.00	1,800.00	1.000	1,800.00
PREPARATION OF STRUCTURE	EACH	1.000	1,800.00
AT STA. 119+23.50		1.000	1,800.00
		0.000	0.00
0090                          4051.01	20.00	66.000	1,320.00
EXCAVATION FOR BOX CULVERTS	m3	66.000	1,320.00
		66.000	1,320.00
		0.000	0.00
0091                          4101.06	340.00	63.080	21,447.20
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	63.080	21,447.20
		63.080	21,447.20
		0.000	0.00
0092                          4151.00	1.20	4,170.000	5,004.00
REINFORCING STEEL FOR BOX CULVERT	kg	4,170.000	5,004.00
		4,170.000	5,004.00
		0.000	0.00
GROUP 4E CONCRETE BOX CULVERT AT STA. 119+23.50		Contracted	31,071.20
		Current	31,071.20
		In place	31,071.20
		This Estimate	0.00
GROUP 4F CONCRETE BOX CULVERT AT STA. 133+11.86
0093                          0030.40	1,500.00	1.000	1,500.00
MOBILIZATION	LS	1.000	1,500.00
		1.000	1,500.00
		0.000	0.00
0094                          4044.00	2,190.00	1.000	2,190.00
PREPARATION OF STRUCTURE	EACH	1.000	2,190.00
AT STA. 133+11.86		1.000	2,190.00
		0.000	0.00
0095                          4051.01	30.00	31.000	930.00
EXCAVATION FOR BOX CULVERTS	m3	31.000	930.00
		31.000	930.00
		0.000	0.00
0096                          4101.06	340.00	97.340	33,095.60
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	97.340	33,095.60
		43.767	14,880.78
		43.767	14,880.78
0097                          4151.00	1.20	6,337.000	7,604.40
REINFORCING STEEL FOR BOX CULVERT	kg	6,337.000	7,604.40
		2,892.253	3,470.70
		2,892.253	3,470.70
GROUP 4F CONCRETE BOX CULVERT AT STA. 133+11.86		Contracted	45,320.00
		Current	45,320.00
		In place	22,971.48
		This Estimate	18,351.48
GROUP 5 SEEDING
0098                          L001.01	1,198.00	22.000	26,356.00
SEEDING, TYPE A	ha	22.000	26,356.00
		0.000	0.00
		0.000	0.00
0099                          L001.02	913.00	11.000	10,043.00
SEEDING, TYPE B	ha	11.000	10,043.00
		0.000	0.00
		0.000	0.00
0100                          L020.07	3.64	1,900.000	6,916.00
EROSION CONTROL, TYPE B-1	m2	1,900.000	6,916.00
		0.000	0.00
		0.000	0.00
0101                          L032.75	65.00	150.000	9,750.00
MULCH	Mg	150.000	9,750.00
		0.000	0.00
		0.000	0.00
0102                          0030.50	2,500.00	1.000	2,500.00
MOBILIZATION	LS	1.000	2,500.00
		0.000	0.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	55,565.00
		Current	55,565.00
		In place	0.00
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 100+52.32
0103                          0030.60	12,500.00	1.000	12,500.00
MOBILIZATION	LS	1.000	12,500.00
		0.000	0.00
		0.000	0.00
0104                          1010.01	48.00	304.300	14,606.40
EXCAVATION (ESTABLISHED QUANTITY)	m3	304.300	14,606.40
		0.000	0.00
		0.000	0.00
0105                          1043.50	2.50	327.000	817.50
RIPRAP FILTER FABRIC	m2	327.000	817.50
		0.000	0.00
		0.000	0.00
0106                          3050.15	380.00	140.800	53,504.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	140.800	53,504.00
		0.000	0.00
		0.000	0.00
0107                          3051.10	1.42	9,465.000	13,440.30
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	9,465.000	13,440.30
		0.000	0.00
		0.000	0.00
0108                          6000.10	1,500.00	1.000	1,500.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	1,500.00
		0.000	0.00
		0.000	0.00
0109                          6000.11	1,500.00	1.000	1,500.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	1,500.00
		0.000	0.00
		0.000	0.00
0110                          6005.35	180.00	28.800	5,184.00
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	28.800	5,184.00
		0.000	0.00
		0.000	0.00
0111                          6007.02	168.00	53.200	8,937.60
CLASS II REPAIR	m2	53.200	8,937.60
		0.000	0.00
		0.000	0.00
0112                          6007.03	240.00	4.000	960.00
CLASS III REPAIR	m2	4.000	960.00
		0.000	0.00
		0.000	0.00
0113                          6008.40	42.00	446.200	18,740.40
PLACING, FINISHING, AND CURING CONCRETE OVERLAY-SF	m2	446.200	18,740.40
		0.000	0.00
		0.000	0.00
0114                          6010.22	490.00	42.500	20,825.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	42.500	20,825.00
		0.000	0.00
		0.000	0.00
0115                          6010.26	425.00	107.100	45,517.50
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	107.100	45,517.50
		0.000	0.00
		0.000	0.00
0116                          6016.02	550.00	22.300	12,265.00
CONCRETE FOR OVERLAYS-SF	m3	22.300	12,265.00
		0.000	0.00
		0.000	0.00
0117                          6030.00	22,000.00	1.000	22,000.00
PREPARATION OF BRIDGE	EACH	1.000	22,000.00
AT STA. 100+52.32		0.000	0.00
		0.000	0.00
0118                          6080.00	6.00	890.000	5,340.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	890.000	5,340.00
		0.000	0.00
		0.000	0.00
0119                          6104.00	20.00	64.000	1,280.00
BROKEN CONCRETE RIPRAP	Mg	64.000	1,280.00
		0.000	0.00
		0.000	0.00
0120                          6105.02	39.00	120.000	4,680.00
ROCK RIPRAP, TYPE B	Mg	120.000	4,680.00
		0.000	0.00
		0.000	0.00
0121                          6131.50	1.42	20,015.000	28,421.30
EPOXY COATED REINFORCING STEEL	kg	20,015.000	28,421.30
		0.000	0.00
		0.000	0.00
0122                          6200.00	93.00	347.600	32,326.80
CONCRETE PILING	m	347.600	32,326.80
		0.000	0.00
		0.000	0.00
0123                          6310.00	143.00	209.400	29,944.20
STEEL SHEET PILING	m2	209.400	29,944.20
		0.000	0.00
		0.000	0.00
0124                          6510.60	6,800.00	1.000	6,800.00
BRIDGE SHORING	LS	1.000	6,800.00
		0.000	0.00
		0.000	0.00
0125                          8091.00	35.00	20.800	728.00
GRANULAR BACKFILL	m3	20.800	728.00
		0.000	0.00
		0.000	0.00
GROUP 6 BRIDGE AT STA. 100+52.32		Contracted	341,818.00
		Current	341,818.00
		In place	0.00
		This Estimate	0.00
GROUP 6A BRIDGE AT STA. 10153+48.23
0126                          0030.60	14,500.00	1.000	14,500.00
MOBILIZATION	LS	1.000	14,500.00
		0.000	0.00
		0.000	0.00
0127                          1010.01	56.00	112.400	6,294.40
EXCAVATION (ESTABLISHED QUANTITY)	m3	112.400	6,294.40
		0.000	0.00
		0.000	0.00
0128                          1043.50	2.50	335.000	837.50
RIPRAP FILTER FABRIC	m2	335.000	837.50
		0.000	0.00
		0.000	0.00
0129                          3050.15	380.00	141.100	53,618.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	141.100	53,618.00
		0.000	0.00
		0.000	0.00
0130                          3051.10	1.42	9,560.000	13,575.20
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	9,560.000	13,575.20
		0.000	0.00
		0.000	0.00
0131                          6000.10	1,500.00	1.000	1,500.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	1,500.00
		0.000	0.00
		0.000	0.00
0132                          6000.11	1,500.00	1.000	1,500.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	1,500.00
		0.000	0.00
		0.000	0.00
0133                          6005.35	180.00	30.700	5,526.00
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	30.700	5,526.00
		0.000	0.00
		0.000	0.00
0134                          6007.02	168.00	39.800	6,686.40
CLASS II REPAIR	m2	39.800	6,686.40
		0.000	0.00
		0.000	0.00
0135                          6007.03	240.00	4.000	960.00
CLASS III REPAIR	m2	4.000	960.00
		0.000	0.00
		0.000	0.00
0136                          6008.40	42.00	333.300	13,998.60
PLACING, FINISHING, AND CURING CONCRETE OVERLAY-SF	m2	333.300	13,998.60
		0.000	0.00
		0.000	0.00
0137                          6010.22	620.00	43.900	27,218.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	43.900	27,218.00
		0.000	0.00
		0.000	0.00
0138                          6010.26	510.00	67.000	34,170.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	67.000	34,170.00
		0.000	0.00
		0.000	0.00
0139                          6016.02	610.00	16.700	10,187.00
CONCRETE FOR OVERLAYS-SF	m3	16.700	10,187.00
		0.000	0.00
		0.000	0.00
0140                          6030.00	18,000.00	1.000	18,000.00
PREPARATION OF BRIDGE	EACH	1.000	18,000.00
AT STA. 10153+48.23		0.000	0.00
		0.000	0.00
0141                          6080.00	5.80	940.000	5,452.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	940.000	5,452.00
		0.000	0.00
		0.000	0.00
0142                          6104.00	20.00	53.000	1,060.00
BROKEN CONCRETE RIPRAP	Mg	53.000	1,060.00
		0.000	0.00
		0.000	0.00
0143                          6105.02	39.00	157.000	6,123.00
ROCK RIPRAP, TYPE B	Mg	157.000	6,123.00
		0.000	0.00
		0.000	0.00
0144                          6131.50	1.42	14,180.000	20,135.60
EPOXY COATED REINFORCING STEEL	kg	14,180.000	20,135.60
		0.000	0.00
		0.000	0.00
0145                          6200.00	93.00	407.600	37,906.80
CONCRETE PILING	m	407.600	37,906.80
		0.000	0.00
		0.000	0.00
0146                          6310.00	143.00	192.100	27,470.30
STEEL SHEET PILING	m2	192.100	27,470.30
		0.000	0.00
		0.000	0.00
0147                          6510.60	6,500.00	1.000	6,500.00
BRIDGE SHORING	LS	1.000	6,500.00
		0.000	0.00
		0.000	0.00
0148                          8091.00	35.00	20.100	703.50
GRANULAR BACKFILL	m3	20.100	703.50
		0.000	0.00
		0.000	0.00
GROUP 6A BRIDGE AT STA. 10153+48.23		Contracted	313,922.30
		Current	313,922.30
		In place	0.00
		This Estimate	0.00
GROUP 7 GUARDRAIL
0149                          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
0150                          7011.20	43.11	114.320	4,928.34
W-BEAM GUARDRAIL	m	114.320	4,928.34
		0.000	0.00
		0.000	0.00
0151                          7020.00	2,606.00	8.000	20,848.00
BRIDGE APPROACH SECTIONS	EACH	8.000	20,848.00
		0.000	0.00
		0.000	0.00
0152                          7024.27	1,541.00	8.000	12,328.00
GUARDRAIL END TREATMENT, TYPE II	EACH	8.000	12,328.00
		0.000	0.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	39,104.34
		Current	39,104.34
		In place	0.00
		This Estimate	0.00
GROUP 8B ELECTRICAL
0153                          A070.10	9.80	130.000	1,274.00
38 mm CONDUIT IN TRENCH	m	130.000	1,274.00
		0.000	0.00
		0.000	0.00
0154                          A072.10	11.60	63.000	730.80
38 mm CONDUIT UNDER ROADWAY	m	63.000	730.80
		0.000	0.00
		0.000	0.00
0155                          A080.22	2.60	193.000	501.80
STREET LIGHTING CABLE, NO. 6 BARE	m	193.000	501.80
		0.000	0.00
		0.000	0.00
0156                          A080.24	2.75	386.000	1,061.50
STREET LIGHTING CABLE, NO. 6 USE	m	386.000	1,061.50
		0.000	0.00
		0.000	0.00
0157                          A700.20	795.00	4.000	3,180.00
RELOCATE STREET LIGHTING UNIT	EACH	4.000	3,180.00
		0.000	0.00
		0.000	0.00
0158                          A706.00	245.00	1.000	245.00
RELOCATE PULL BOX	EACH	1.000	245.00
		0.000	0.00
		0.000	0.00
0159                          0030.81	500.00	1.000	500.00
MOBILIZATION	LS	1.000	500.00
		0.000	0.00
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	7,493.10
		Current	7,493.10
		In place	0.00
		This Estimate	0.00
GROUP 9 BITUMINOUS
0160                          0002.55	25.00	299.640	7,491.00
OVERLAY BROKEN LINES	StaM	299.640	7,491.00
		0.000	0.00
		0.000	0.00
0161                          0002.60	25.00	599.280	14,982.00
OVERLAY SOLID LINES	StaM	599.280	14,982.00
		0.000	0.00
		0.000	0.00
0162                          0030.30	75,000.00	1.000	75,000.00
MOBILIZATION	LS	1.000	75,000.00
		0.000	0.00
		0.000	0.00
0163                          1020.03	14.60	40.000	584.00
DELINEATOR, TYPE III	EACH	40.000	584.00
		0.000	0.00
		0.000	0.00
0164                          1020.20	20.50	16.000	328.00
INSTALL CHEVRONS	EACH	16.000	328.00
		0.000	0.00
		0.000	0.00
0165                          1102.05	3.16	2,972.000	9,391.52
REMOVE ASPHALT SURFACING FROM PAVEMENT	m2	2,972.000	9,391.52
		0.000	0.00
		0.000	0.00
0166                          2001.03	15.19	198.000	3,007.62
GRAVEL SURFACE COURSE	Mg	198.000	3,007.62
		59.126	898.12
		0.000	0.00
0167                          2010.03	18.67	53.000	989.51
CRUSHED ROCK SURFACE COURSE	Mg	53.000	989.51
		0.000	0.00
		0.000	0.00
0168                          2021.00	50.00	6.000	300.00
MAILBOX POST	EACH	6.000	300.00
		0.000	0.00
		0.000	0.00
0169                          3008.05	4.60	823.000	3,785.80
TIE BARS	EACH	823.000	3,785.80
		0.000	0.00
		0.000	0.00
0170                          3031.08	38.02	4,060.000	154,361.20
205 mm CONCRETE BASE COURSE	m2	4,060.000	154,361.20
		0.000	0.00
		0.000	0.00
0171                          3040.11	117.50	68.000	7,990.00
CONCRETE PAVEMENT REPAIR, TYPE A, FULL DEPTH	m2	68.000	7,990.00
		0.000	0.00
		0.000	0.00
0172                          3040.12	109.63	505.400	55,407.00
CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH	m2	505.400	55,407.00
		0.000	0.00
		0.000	0.00
0173                          3040.13	100.45	752.600	75,598.67
CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH	m2	752.600	75,598.67
		0.000	0.00
		0.000	0.00
0174                          3040.18	167.00	2.700	450.90
CONCRETE PAVEMENT REPAIR, TYPE A, PARTIAL DEPTH	m2	2.700	450.90
		0.000	0.00
		0.000	0.00
0175                          3041.25	750.00	38.000	28,500.00
BITUMINOUS PATCHING	Mg	38.000	28,500.00
		0.000	0.00
		0.000	0.00
0176                          3221.05	112.00	129.800	14,537.60
CONCRETE PAVEMENT, CLASS PR-25	m2	129.800	14,537.60
JOINT REPAIR		0.000	0.00
		0.000	0.00
0177                          8029.75	3.00	4,088.000	12,264.00
BITUMINOUS FOUNDATION COURSE	m2	4,088.000	12,264.00
		0.000	0.00
		0.000	0.00
0178                          8111.00	81.07	286.198	23,202.07
SHOULDER SUBGRADE PREPARATION	StaM	286.198	23,202.07
		0.000	0.00
		0.000	0.00
0179                          9000.75	17.14	200.000	3,428.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	200.000	3,428.00
SPS		0.000	0.00
		0.000	0.00
0180                          9005.23	17.14	26,650.000	456,781.00
ASPHALTIC CONCRETE, TYPE SPS	Mg	26,650.000	456,781.00
		0.000	0.00
		0.000	0.00
0181                          9005.45	21.91	36,050.000	789,855.50
ASPHALTIC CONCRETE, TYPE SP4(12.5)	Mg	36,050.000	789,855.50
		0.000	0.00
		0.000	0.00
0182                          9009.00	2.04	4,824.000	9,840.96
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	4,824.000	9,840.96
		0.000	0.00
		0.000	0.00
0183                          9009.75	75.00	52.000	3,900.00
TEMPORARY SURFACING	m2	52.000	3,900.00
		0.000	0.00
		0.000	0.00
0184                          9020.92	190.00	10.800	2,052.00
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING	Mg	10.800	2,052.00
		0.000	0.00
		0.000	0.00
0185                          9021.03	190.00	1,449.900	275,481.00
PERFORMANCE GRADED BINDER (58-28)	Mg	1,449.900	275,481.00
		0.000	0.00
		0.000	0.00
0186                          9021.08	225.00	1,946.700	438,007.50
PERFORMANCE GRADED BINDER (64-28)	Mg	1,946.700	438,007.50
		0.000	0.00
		0.000	0.00
0187                          9034.00	0.78	4,824.000	3,762.72
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	4,824.000	3,762.72
		0.000	0.00
		0.000	0.00
0188                          9053.00	0.21	123,010.000	25,832.10
TACK COAT	L	123,010.000	25,832.10
		0.000	0.00
		0.000	0.00
0189                          9111.00	1.50	1,810.000	2,715.00
WATER	kL	1,810.000	2,715.00
		0.000	0.00
		0.000	0.00
0190                          9170.00	210.09	12.456	2,616.88
EARTH SHOULDER CONSTRUCTION	StaM	12.456	2,616.88
		0.000	0.00
		0.000	0.00
0191                          9173.20	2.00	4,088.000	8,176.00
SUBGRADE PREPARATION	m2	4,088.000	8,176.00
		0.000	0.00
		0.000	0.00
0192                          9179.80	893.00	2.000	1,786.00
MILLING CONCRETE FOR INLAYS	EACH	2.000	1,786.00
		0.000	0.00
		0.000	0.00
0193                          9188.50	16.27	356.000	5,792.12
SURFACING UNDER GUARDRAIL	m2	356.000	5,792.12
		0.000	0.00
		0.000	0.00
0194                          9300.50	3,000.00	1.000	3,000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING	LS	1.000	3,000.00
		0.000	0.00
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	2,521,197.67
		Current	2,521,197.67
		In place	898.12
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0195                          0001.08	0.50	26,600.000	13,300.00
BARRICADE, TYPE II	BDAY	26,600.000	13,300.00
		0.000	0.00
		0.000	0.00
0196                          0001.10	1.40	6,822.000	9,550.80
BARRICADE, TYPE III	BDAY	6,822.000	9,550.80
		195.000	273.00
		0.000	0.00
0197                          0001.75	1.00	1,100.000	1,100.00
TEMPORARY SIGN DAY	EACH	1,100.000	1,100.00
		0.000	0.00
		0.000	0.00
0198                          0001.90	0.30	29,908.000	8,972.40
SIGN DAY	EACH	29,908.000	8,972.40
		738.000	221.40
		104.000	31.20
0199                          0002.30	1.50	650.000	975.00
PAVEMENT MARKING REMOVAL	m	650.000	975.00
		0.000	0.00
		0.000	0.00
0200                          0002.39	2.95	1,800.000	5,310.00
TEMPORARY PAVEMENT MARKING, TYPE II	m	1,800.000	5,310.00
		0.000	0.00
		0.000	0.00
0201                          0003.10	176.55	110.000	19,420.50
FLAGGING	DAY	110.000	19,420.50
		31.000	5,473.05
		3.000	529.65
0202                          0003.20	222.95	50.000	11,147.50
FURNISHING AND OPERATING PILOT VEHICLE	DAY	50.000	11,147.50
		0.000	0.00
		0.000	0.00
0203                          0003.50	167.93	167.640	28,151.79
CONCRETE PROTECTION BARRIER	m	167.640	28,151.79
		0.000	0.00
		0.000	0.00
0204                          0003.56	23.29	464.820	10,825.66
RELOCATE CONCRETE PROTECTION BARRIER	m	464.820	10,825.66
		0.000	0.00
		0.000	0.00
0205                          0003.70	400.00	8.000	3,200.00
TEMPORARY RUMBLE STRIP	EACH	8.000	3,200.00
		0.000	0.00
		0.000	0.00
0206                          0003.75	12,475.00	2.000	24,950.00
TEMPORARY TRAFFIC SIGNAL	EACH	2.000	24,950.00
		0.000	0.00
		0.000	0.00
0207                          0010.04	381.58	1.000	381.58
FIELD OFFICE	EACH	1.000	381.58
		0.000	0.00
		0.000	0.00
0208                          0030.00	10,000.00	1.000	10,000.00
MOBILIZATION	LS	1.000	10,000.00
		0.000	0.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	147,285.22
		Current	147,285.22
		In place	5,967.45
		This Estimate	560.85
Totals for contract		Contracted	4,440,125.55
		Current	4,440,125.55
		In place	653,123.04
		This Estimate	51,848.96