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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	1344 DOBSON BROTHERS CONSTRUCTION COMPANY
Contract ID:	1800X
Estimate Number:	0037
Pay Period End Date:	06.15.2002

Contract Location:
NEBRASKA CITY SOUTH	Estimate Type:	PROG
Contractor:
DOBSON BROTHERS CONSTRUCTION COMPANY	Date Let:	10.19.2000
410 SOUTH 7TH	Date Awarded:	10.26.2000
PO BOX 81409	Date Contract Executed:	10.26.2000
	Date Notice to Proceed:	10.26.2000
LINCOLN NE 68501	Date Work Began:	10.30.2000
Phone:	Date Physical Work Completed:
(402)474-5115	Date Accepted:
Escrow Agent:
Surety Co:
NATIONAL FIRE INSURANCE COMPANY OF HARTFORD

Counties
OTOE

Project Number		PCT			Fed State Project Number		Description
10800 000		0.000			F-75-2(1015)		GR CP CULV SEED ELEC

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$5,344,667.83	$5,250,355.59	$94,312.24
$8,078,398.64	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$5,344,667.83	$5,250,355.59	$94,312.24
$7,989,733.51	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
66.16%	Net Earnings	$5,319,667.83	$5,225,355.59	$94,312.24
	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	$-6,804.92	$-5,823.51	$-981.41
	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	-$6,804.92	-$5,823.51	-$981.41
	Payment	$5,312,862.91	$5,219,532.08	$93,330.83
Project Manager			Div. Head/Dist. Eng.
Preble, Rodger	06.17.2002		Sklenar, Michael J	06.17.2002
Constr. Estimate Eng.			Materials Eng.
Henrichson, Roger	06.17.2002
Controller Div. Processed
Burling, Laurie	06.18.2002

		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                          L006.00	75.00	37.200	2,790.00
COVER CROP SEEDING	ha	37.200	2,790.00
		11.398	854.85
		0.000	0.00
0002                          L006.50	988.00	0.900	889.20
TEMPORARY SEEDING	ha	0.900	889.20
		0.000	0.00
		0.000	0.00
0003                          L020.00	1.50	3,966.000	5,949.00
EROSION CONTROL	m2	3,966.000	5,949.00
		0.000	0.00
		0.000	0.00
0004                          L020.01	5.36	10,444.000	55,979.84
EROSION CONTROL, TYPE A	m2	10,444.000	55,979.84
		10,008.450	53,645.29
		2,239.900	12,005.86
0005                          L020.08	5.36	2,320.000	12,435.20
EROSION CONTROL, TYPE AA	m2	2,320.000	12,435.20
		0.000	0.00
		0.000	0.00
0006                          L020.09	12.00	324.000	3,888.00
EROSION CONTROL, TYPE AAA	m2	324.000	3,888.00
		106.200	1,274.40
		41.300	495.60
0007                          L020.10	1.60	24,090.000	38,544.00
EROSION CONTROL, TYPE HV	m2	24,090.000	38,544.00
		14,443.200	23,109.12
		767.000	1,227.20
0008                          L021.00	9.00	423.000	3,807.00
EROSION CHECKS	BALE	423.000	3,807.00
		181.000	1,629.00
		0.000	0.00
0009                          L021.01	13.00	728.000	9,464.00
EROSION CHECKS, TYPE A	BALE	728.000	9,464.00
		407.000	5,291.00
		42.000	546.00
0010                          L021.06	11.00	1,054.000	11,594.00
EROSION CHECKS, TYPE HV	BALE	1,054.000	11,594.00
		460.000	5,060.00
		48.000	528.00
0011                          L021.10	13.00	175.000	2,275.00
EROSION CHECKS, TYPE ST	BALE	175.000	2,275.00
		114.000	1,482.00
		0.000	0.00
0012                          L021.15	14.00	49.000	686.00
EROSION CHECKS, TYPE ST-HV	BALE	49.000	686.00
		0.000	0.00
		0.000	0.00
0013                          L021.21	13.00	133.000	1,729.00
EROSION CHECKS, TYPE AA	BALE	133.000	1,729.00
		0.000	0.00
		0.000	0.00
0014                          L022.11	6.56	1,537.000	10,082.72
FABRIC SILT FENCE-LOW POROSITY	m	1,537.000	10,082.72
		0.000	0.00
		0.000	0.00
0015                          L022.12	7.25	3,405.000	24,686.25
FABRIC SILT FENCE-HIGH POROSITY	m	3,405.000	24,686.25
		4,574.000	33,161.50
		0.000	0.00
0016                          L022.75	15.00	212.000	3,180.00
TEMPORARY SILT CHECK	m	212.000	3,180.00
		174.000	2,610.00
		0.000	0.00
0017                          P120.18	82.00	4.500	369.00
450 mm CULVERT PIPE, TYPE 2	m	4.500	369.00
		4.500	369.00
		0.000	0.00
0018                          P129.18	67.00	15.000	1,005.00
450 mm CULVERT PIPE, TYPE 2 CLASS V	m	15.000	1,005.00
		15.000	1,005.00
		0.000	0.00
0019                          P311.18	82.00	635.000	52,070.00
450 mm CULVERT PIPE, TYPE 2,7 OR 8	m	635.000	52,070.00
		445.051	36,494.18
		0.000	0.00
0020                          0030.10	30,000.00	1.000	30,000.00
MOBILIZATION	LS	1.000	30,000.00
		1.000	30,000.00
		0.000	0.00
0021                          1009.00	25,000.00	1.000	25,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	25,000.00
		1.000	25,000.00
		0.000	0.00
0022                          1010.00	1.26	480,283.000	605,156.58
EXCAVATION	m3	480,283.000	605,156.58
		437,897.600	551,750.98
		26,032.000	32,800.32
0023                          1011.00	0.50	4,531.000	2,265.50
WATER	kL	4,531.000	2,265.50
		105.991	53.00
		0.000	0.00
0024                          1012.00	50.00	205.000	10,250.00
RIGHT-OF-WAY MARKERS	EACH	205.000	10,250.00
		37.000	1,850.00
		0.000	0.00
0025                          1030.00	1.65	8,511.000	14,043.15
EARTHWORK MEASURED IN EMBANKMENT	m3	8,511.000	14,043.15
		8,511.000	14,043.15
		0.000	0.00
0026                          1043.50	1.20	5,529.000	6,634.80
RIPRAP FILTER FABRIC	m2	5,529.000	6,634.80
		1,905.500	2,286.60
		0.000	0.00
0027                          1090.00	1,000.00	1.000	1,000.00
ABANDON WELLS	EACH	1.000	1,000.00
		1.000	1,000.00
		0.000	0.00
0028                          1102.00	1.50	11,332.000	16,998.00
REMOVE ASPHALT SURFACE	m2	11,332.000	16,998.00
		10,715.641	16,073.47
		1,514.124	2,271.19
0029                          1124.00	50.00	1.000	50.00
REMOVE BUILDING	EACH	1.000	50.00
AT STA. 704+28.6 RT.		0.000	0.00
		0.000	0.00
0030                          1124.01	50.00	1.000	50.00
REMOVE BUILDING	EACH	1.000	50.00
AT STA. 704+50.8 RT.		0.000	0.00
		0.000	0.00
0031                          1124.02	50.00	1.000	50.00
REMOVE BUILDING	EACH	1.000	50.00
AT STA. 704+80 RT.		0.000	0.00
		0.000	0.00
0032                          1124.03	50.00	1.000	50.00
REMOVE BUILDING	EACH	1.000	50.00
AT STA. 716+00 RT.		0.000	0.00
		0.000	0.00
0033                          1124.04	50.00	1.000	50.00
REMOVE BUILDING	EACH	1.000	50.00
AT STA. 719+89 LT.		1.000	50.00
		0.000	0.00
0034                          1125.00	50.00	1.000	50.00
CLEAR TRACT	EACH	1.000	50.00
AT STA. 698+50 TO STA. 698+80 RT.		1.000	50.00
		0.000	0.00
0035                          1125.01	50.00	1.000	50.00
CLEAR TRACT	EACH	1.000	50.00
AT STA. 704+23 TO STA. 704+89 RT.		1.000	50.00
		0.000	0.00
0036                          1125.02	50.00	1.000	50.00
CLEAR TRACT	EACH	1.000	50.00
AT STA. 715+90 TO STA. 716+70 RT.		1.000	50.00
		0.000	0.00
0037                          1125.03	50.00	1.000	50.00
CLEAR TRACT	EACH	1.000	50.00
AT STA. 719+70 TO STA. 720+20 LT.		1.000	50.00
		0.000	0.00
0038                          1128.50	4.00	123.000	492.00
REMOVE SLAB	m2	123.000	492.00
		0.000	0.00
		0.000	0.00
0039                          1701.24	55.00	126.000	6,930.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	126.000	6,930.00
		116.284	6,395.62
		0.000	0.00
0040                          1701.30	75.00	50.000	3,750.00
750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	50.000	3,750.00
		50.000	3,750.00
		0.000	0.00
0041                          1701.36	84.00	60.500	5,082.00
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	60.500	5,082.00
		18.500	1,554.00
		0.000	0.00
0042                          3275.20	5.06	48,029.000	243,026.74
CRUSH CONCRETE PAVEMENT	m2	48,029.000	243,026.74
		51,109.460	258,613.87
		0.000	0.00
0043                          4105.59	710.00	16.300	11,573.00
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	16.300	11,573.00
		0.000	0.00
		0.000	0.00
0044                          4155.50	1.60	744.000	1,190.40
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	744.000	1,190.40
		0.000	0.00
		0.000	0.00
0045                          4310.18	317.00	19.000	6,023.00
450 mm FLARED-END SECTION	EACH	19.000	6,023.00
		16.000	5,072.00
		0.000	0.00
0046                          4850.18	439.30	15.000	6,589.50
JACKING 450 mm CULVERT PIPE, TYPE	m	15.000	6,589.50
2 CLASS V		15.000	6,589.50
		0.000	0.00
0047                          6105.01	21.18	3,364.000	71,249.52
ROCK RIPRAP, TYPE A	Mg	3,364.000	71,249.52
		1,446.491	30,636.68
		0.000	0.00
0048                          7017.00	4.00	191.920	767.68
REMOVE GUARDRAIL	m	191.920	767.68
		252.000	1,008.00
		0.000	0.00
0049                          9110.01	75.00	100.000	7,500.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	100.000	7,500.00
		24.000	1,800.00
		0.000	0.00
0050                          9110.03	45.00	100.000	4,500.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	100.000	4,500.00
		38.000	1,710.00
		0.000	0.00
0051                          9110.07	60.00	100.000	6,000.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	100.000	6,000.00
		36.000	2,160.00
		5.000	300.00
4001                          9110.06	98.76	0.000	0.00
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	2.000	197.52
Rental of Backhoe, F.O.		2.000	197.52
		0.000	0.00
4002                          6100.10	34.47	0.000	0.00
150 mm DRAIN PIPE	m	153.700	5,298.04
PVC drain pipe		236.340	8,146.64
		0.000	0.00
4003                          4764.16	43.08	0.000	0.00
150 mm PERFORATED DRAIN PIPE	m	59.290	2,554.21
PVC perforated drain pipe		90.930	3,917.26
		0.000	0.00
4004                          W357.16	29.40	0.000	0.00
150 mm - 45 DEGREE BEND	EACH	5.000	147.00
150mm - 45 degree bend		5.000	147.00
		0.000	0.00
4005                          W359.06	21.00	0.000	0.00
150 mm CAP	EACH	5.000	105.00
150mm CAP		7.000	147.00
		0.000	0.00
4006                          8091.10	18.61	0.000	0.00
GRANULAR BACKFILL	Mg	121.570	2,262.42
47B Granular Backfill		142.840	2,658.25
		0.000	0.00
4007                          6970.00	201.60	0.000	0.00
FREIGHT	LS	1.000	201.60
Freight		1.000	201.60
		0.000	0.00
4012                          1990.06	2,978.22	0.000	0.00
EQUIPMENT RENTAL	LS	1.000	2,978.22
Equipment, Labor & Materials required to dig out / clean out drainage ditch @ Sta. 662-664 Rt.		1.000	2,978.22
		0.000	0.00
4016                          1111.00	3.19	0.000	0.00
REMOVE FENCE	m	559.560	1,785.00
Remove Fence, Sta. 678+57 to 684+16 Airport		559.560	1,785.00
		0.000	0.00
GROUP 1 GRADING		Contracted	1,327,895.08
		Current	1,343,424.09
		In place	1,147,760.70
		This Estimate	50,174.17
GROUP 3 CONCRETE PAVEMENT
0052                          0030.30	400,000.00	1.000	400,000.00
MOBILIZATION	LS	1.000	400,000.00
		1.000	400,000.00
		0.000	0.00
0053                          1020.01	8.00	172.000	1,376.00
DELINEATOR, TYPE I	EACH	172.000	1,376.00
		0.000	0.00
		0.000	0.00
0054                          1020.02	12.00	48.000	576.00
DELINEATOR, TYPE II	EACH	48.000	576.00
		0.000	0.00
		0.000	0.00
0055                          2009.51	681.51	5.837	3,977.97
CRUSHED ROCK EMBEDMENT	StaM	5.837	3,977.97
		1.500	1,022.27
		0.000	0.00
0056                          2010.03	14.17	754.000	10,684.18
CRUSHED ROCK SURFACE COURSE	Mg	754.000	10,684.18
		85.600	1,212.95
		0.000	0.00
0057                          2020.50	15.51	33,506.000	519,678.06
SURFACING	m2	33,506.000	519,678.06
150 mm		0.000	0.00
		0.000	0.00
0058                          2021.00	30.00	11.000	330.00
MAILBOX POST	EACH	11.000	330.00
		0.000	0.00
		0.000	0.00
0059                          3016.21	28.46	5.000	142.30
CONCRETE CLASS 47B-20 SIDEWALKS	m2	5.000	142.30
		0.000	0.00
		0.000	0.00
0060                          3017.40	43.16	23.000	992.68
CONCRETE CLASS 47B-20 MEDIAN SURFACING	m2	23.000	992.68
		0.000	0.00
		0.000	0.00
0061                          3075.51	31.50	3,696.000	116,424.00
255 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	3,696.000	116,424.00
		2,137.320	67,325.58
		0.000	0.00
0062                          3075.55	26.42	118,302.000	3,125,538.84
255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	118,302.000	3,125,538.84
		61,977.300	1,637,440.27
		0.000	0.00
0063                          3300.50	6,661.09	1.000	6,661.09
PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING	LS	1.000	6,661.09
		0.500	3,330.55
		0.000	0.00
0064                          7550.03	1.55	13,750.000	21,312.50
100 mm YELLOW EPOXY PAVEMENT MARKING	m	13,750.000	21,312.50
		0.000	0.00
		0.000	0.00
0065                          7550.04	1.55	18,500.000	28,675.00
100 mm WHITE EPOXY PAVEMENT MARKING	m	18,500.000	28,675.00
		0.000	0.00
		0.000	0.00
0066                          8022.00	120.51	1,840.000	221,738.40
HYDRATED LIME	Mg	1,840.000	221,738.40
		1,562.025	188,239.63
		0.000	0.00
0067                          8032.00	1.23	79,273.000	97,505.79
CRUSHED CONCRETE FOUNDATION COURSE	m2	79,273.000	97,505.79
100 mm TYPE A		72,038.700	88,607.61
		0.000	0.00
0068                          8032.04	1.14	60,446.000	68,908.44
CRUSHED CONCRETE FOUNDATION COURSE 100 mm	m2	60,446.000	68,908.44
		0.000	0.00
		0.000	0.00
0069                          8060.08	132.77	283.000	37,573.91
N-DRAIN	EACH	283.000	37,573.91
		0.000	0.00
		0.000	0.00
0070                          8101.50	0.95	148,382.000	140,962.90
STABILIZED SUBGRADE	m2	148,382.000	140,962.90
		74,080.620	70,376.60
		0.000	0.00
0071                          9000.75	17.70	300.000	5,310.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	300.000	5,310.00
SP2(12.5)		0.000	0.00
		0.000	0.00
0072                          9005.30	33.73	4,400.000	148,412.00
ASPHALTIC CONCRETE, TYPE SP2(12.5)	Mg	4,400.000	148,412.00
		4,140.021	139,642.91
		0.000	0.00
0073                          9009.00	3.10	2,268.000	7,030.80
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	2,268.000	7,030.80
		95.200	295.12
		0.000	0.00
0074                          9020.91	181.00	16.200	2,932.20
PERFORMANCE GRADED BINDER (64-22) FOR STATE MAINTENANCEPATCHING	Mg	16.200	2,932.20
		0.000	0.00
		0.000	0.00
0075                          9021.01	181.00	237.600	43,005.60
PERFORMANCE GRADED BINDER (64-22)	Mg	237.600	43,005.60
		166.874	30,204.20
		0.000	0.00
0076                          9034.00	1.88	2,268.000	4,263.84
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	2,268.000	4,263.84
		0.000	0.00
		0.000	0.00
0077                          9053.00	0.25	4,250.000	1,062.50
TACK COAT	L	4,250.000	1,062.50
		3,652.922	913.24
		0.000	0.00
0078                          9111.00	4.49	3,084.000	13,847.16
WATER	kL	3,084.000	13,847.16
		3,709.977	16,657.80
		0.000	0.00
0079                          9170.00	142.74	298.035	42,541.52
EARTH SHOULDER CONSTRUCTION	StaM	298.035	42,541.52
		60.778	8,675.46
		0.000	0.00
0080                          9173.20	1.49	12,991.000	19,356.59
SUBGRADE PREPARATION	m2	12,991.000	19,356.59
		6,947.030	10,351.07
		0.000	0.00
0081                          9179.24	985.52	65.664	64,713.19
COLD MILLING, CLASS 4	StaM	65.664	64,713.19
		69.560	68,552.77
		0.000	0.00
0082                          9185.77	80.00	129.940	10,395.20
RUMBLE STRIPS, CONCRETE	StaM	129.940	10,395.20
		0.000	0.00
		0.000	0.00
4000                          2011.05	27.27	0.000	0.00
CRUSHED ROCK FOR TEMPORARY SURFACING	Mg	1,000.000	27,270.00
Crushed Rock for Temporary Surfacing		1,066.570	29,085.37
		0.000	0.00
4010                          6990.03	3,898.90	0.000	0.00
TEMPORARY	EACH	1.000	3,898.90
Temporary Surfacing for Mailbox Turnouts, Labor and Equipment		1.000	3,898.90
		0.000	0.00
4013                          1990.06	2,759.33	0.000	0.00
EQUIPMENT RENTAL	LS	1.000	2,759.33
Labor & Equipment costs incurred by extending the full width paving from Sta. 731+93.876 to Sta. 733+07.419		1.000	2,759.33
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	5,165,928.66
		Current	5,199,856.89
		In place	2,768,591.63
		This Estimate	0.00
GROUP 4 CULVERTS
0083                          P120.42	221.00	61.000	13,481.00
1050 mm CULVERT PIPE TYPE 2	m	61.000	13,481.00
		61.000	13,481.00
		24.000	5,304.00
0084                          P129.42	225.00	22.500	5,062.50
1050 mm CULVERT PIPE, TYPE 2 CLASS V	m	22.500	5,062.50
		25.000	5,625.00
		0.000	0.00
0085                          P200.72	340.00	29.000	9,860.00
1800 mm CULVERT PIPE, TYPE 2 OR 5	m	29.000	9,860.00
		29.000	9,860.00
		0.000	0.00
0086                          P311.24	100.00	82.900	8,290.00
600 mm CULVERT PIPE, TYPE 2, 7 OR 8	m	82.900	8,290.00
		153.175	15,317.50
		0.000	0.00
0087                          P311.30	140.00	42.000	5,880.00
750 mm CULVERT PIPE, TYPE 2,7 OR 8	m	42.000	5,880.00
		41.500	5,810.00
		0.000	0.00
0088                          P311.36	185.00	17.000	3,145.00
900 mm CULVERT PIPE, TYPE 2,7 OR 8	m	17.000	3,145.00
		15.100	2,793.50
		0.000	0.00
0089                          0030.40	50,000.00	1.000	50,000.00
MOBILIZATION	LS	1.000	50,000.00
		1.000	50,000.00
		0.000	0.00
0090                          1043.50	1.80	350.000	630.00
RIPRAP FILTER FABRIC	m2	350.000	630.00
		539.480	971.06
		0.000	0.00
0091                          4035.00	70.00	4.000	280.00
REMOVE FLARED-END SECTION	EACH	4.000	280.00
		2.000	140.00
		0.000	0.00
0092                          4040.00	100.00	20.000	2,000.00
REMOVE HEADWALLS FROM CULVERTS	EACH	20.000	2,000.00
		18.000	1,800.00
		0.000	0.00
0093                          4044.00	1,300.00	1.000	1,300.00
PREPARATION OF STRUCTURE	EACH	1.000	1,300.00
AT STA. 290+27		1.000	1,300.00
		0.000	0.00
0094                          4044.01	2,000.00	1.000	2,000.00
PREPARATION OF STRUCTURE	EACH	1.000	2,000.00
AT STA. 674+69		1.000	2,000.00
		0.000	0.00
0095                          4044.02	2,990.00	1.000	2,990.00
PREPARATION OF STRUCTURE	EACH	1.000	2,990.00
AT STA. 727+53		1.000	2,990.00
		0.000	0.00
0096                          4045.00	8,980.00	1.000	8,980.00
REMOVE STRUCTURE	EACH	1.000	8,980.00
AT STA. 674+69		1.000	8,980.00
		0.000	0.00
0097                          4045.01	2,990.00	1.000	2,990.00
REMOVE STRUCTURE	EACH	1.000	2,990.00
AT STA. 690+03		1.000	2,990.00
		0.000	0.00
0098                          4045.02	4,990.00	1.000	4,990.00
REMOVE STRUCTURE	EACH	1.000	4,990.00
AT STA. 724+17		1.000	4,990.00
		0.000	0.00
0099                          4045.03	4,790.00	1.000	4,790.00
REMOVE STRUCTURE	EACH	1.000	4,790.00
AT STA. 727+53		1.000	4,790.00
		0.000	0.00
0100                          4050.01	6.00	2,728.000	16,368.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	2,728.000	16,368.00
		2,685.000	16,110.00
		123.000	738.00
0101                          4051.01	6.00	4,801.000	28,806.00
EXCAVATION FOR BOX CULVERTS	m3	4,801.000	28,806.00
		5,074.000	30,444.00
		0.000	0.00
0102                          4101.06	248.00	1,200.730	297,781.04
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	1,200.730	297,781.04
		1,164.617	288,825.02
		0.000	0.00
0103                          4107.07	1,156.00	0.410	473.96
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	0.410	473.96
		3.060	3,537.36
		0.000	0.00
0104                          4151.00	1.08	75,636.000	81,686.88
REINFORCING STEEL FOR BOX CULVERT	kg	75,636.000	81,686.88
		82,536.329	89,139.23
		0.000	0.00
0105                          4310.24	387.00	5.000	1,935.00
600 mm FLARED-END SECTION	EACH	5.000	1,935.00
		5.000	1,935.00
		0.000	0.00
0106                          4310.30	442.00	3.000	1,326.00
750 mm FLARED-END SECTION	EACH	3.000	1,326.00
		3.000	1,326.00
		0.000	0.00
0107                          4310.36	715.00	2.000	1,430.00
900 mm FLARED-END SECTION	EACH	2.000	1,430.00
		2.000	1,430.00
		0.000	0.00
0108                          4310.42	931.00	6.000	5,586.00
1050 mm FLARED-END SECTION	EACH	6.000	5,586.00
		6.000	5,586.00
		2.000	1,862.00
0109                          4850.42	620.80	22.500	13,968.00
JACKING 1050 mm CULVERT PIPE, TYPE	m	22.500	13,968.00
2 CLASS V		25.000	15,520.00
		0.000	0.00
0110                          6105.02	27.30	369.000	10,073.70
ROCK RIPRAP, TYPE B	Mg	369.000	10,073.70
		466.924	12,747.03
		0.000	0.00
0602                          4051.12	24.80	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	m3	360.000	8,928.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT		362.848	8,998.64
		0.000	0.00
4014                          1701.18	55.65	0.000	0.00
450 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	24.400	1,357.86
450 mm Drive Pipe, Type 7, Supply and Install		24.400	1,357.86
		0.000	0.00
4015                          1701.12	55.10	0.000	0.00
300 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	18.300	1,008.33
300 mm Drive Pipe, Type 7 Supply & Install		18.300	1,008.33
		0.000	0.00
GROUP 4 CULVERTS		Contracted	586,103.08
		Current	597,397.27
		In place	611,802.53
		This Estimate	7,904.00
GROUP 4A CULVERT AT STA. 699+66
0111                          0030.40	60,000.00	1.000	60,000.00
MOBILIZATION	LS	1.000	60,000.00
		1.000	60,000.00
		0.000	0.00
0112                          1043.50	1.80	2,367.000	4,260.60
RIPRAP FILTER FABRIC	m2	2,367.000	4,260.60
		2,744.846	4,940.72
		0.000	0.00
0113                          4051.01	8.00	540.000	4,320.00
EXCAVATION FOR BOX CULVERTS	m3	540.000	4,320.00
		2,984.000	23,872.00
		0.000	0.00
0114                          4101.06	226.00	1,742.270	393,753.02
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	1,742.270	393,753.02
		1,742.270	393,753.02
		0.000	0.00
0115                          4151.00	1.01	84,258.000	85,100.58
REINFORCING STEEL FOR BOX CULVERT	kg	84,258.000	85,100.58
		83,778.000	84,615.79
		0.000	0.00
0116                          6040.00	15,000.00	1.000	15,000.00
REMOVE STRUCTURE	EACH	1.000	15,000.00
AT STA. 699+66		1.000	15,000.00
		0.000	0.00
0117                          6105.02	26.80	3,144.000	84,259.20
ROCK RIPRAP, TYPE B	Mg	3,144.000	84,259.20
		3,144.709	84,278.20
		0.000	0.00
0118                          8093.01	25.40	146.000	3,708.40
FILTER BLANKET	Mg	146.000	3,708.40
		137.210	3,485.13
		0.000	0.00
0601                          4051.12	22.60	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	m3	375.000	8,475.00
BOX @699+66		372.399	8,416.22
		0.000	0.00
4009                          1800.01	6,000.00	0.000	0.00
RELOCATE	LS	1.000	6,000.00
Watermain		1.000	6,000.00
		0.000	0.00
4011                          1990.06	11,170.72	0.000	0.00
EQUIPMENT RENTAL	LS	1.000	11,170.72
Equipment, Labor & Materials required to stabilize existing channel @ 690+ & Install rock, gravel and drain pipe.		1.000	11,170.72
		0.000	0.00
GROUP 4A CULVERT AT STA. 699+66		Contracted	650,401.80
		Current	676,047.52
		In place	695,531.80
		This Estimate	0.00
GROUP 5 SEEDING
0119                          L001.01	1,835.21	26.700	49,000.11
SEEDING, TYPE A	ha	26.700	49,000.11
		16.200	29,730.40
		16.200	29,730.40
0120                          L001.02	1,109.03	10.500	11,644.82
SEEDING, TYPE B	ha	10.500	11,644.82
		0.000	0.00
		0.000	0.00
0121                          L020.00	1.20	29,835.000	35,802.00
EROSION CONTROL	m2	29,835.000	35,802.00
		0.000	0.00
		0.000	0.00
0122                          L020.10	1.60	4,080.000	6,528.00
EROSION CONTROL, TYPE HV	m2	4,080.000	6,528.00
		0.000	0.00
		0.000	0.00
0123                          L022.00	4.92	580.000	2,853.60
FABRIC SILT CHECKS	m	580.000	2,853.60
		0.000	0.00
		0.000	0.00
0124                          L032.75	72.00	167.000	12,024.00
MULCH	Mg	167.000	12,024.00
		61.176	4,404.67
		61.176	4,404.67
0125                          0030.50	500.00	1.000	500.00
MOBILIZATION	LS	1.000	500.00
		0.000	0.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	118,352.52
		Current	118,352.52
		In place	34,135.07
		This Estimate	34,135.07
GROUP 8B ELECTRICIAL
0126                          A001.12	340.00	1.000	340.00
PULL BOX, TYPE PB-5	EACH	1.000	340.00
		0.000	0.00
		0.000	0.00
0127                          A009.16	1,544.00	5.000	7,720.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.20	EACH	5.000	7,720.00
		0.000	0.00
		0.000	0.00
0128                          A070.10	6.20	172.000	1,066.40
38 mm CONDUIT IN TRENCH	m	172.000	1,066.40
		0.000	0.00
		0.000	0.00
0129                          A072.10	15.40	71.000	1,093.40
38 mm CONDUIT UNDER ROADWAY	m	71.000	1,093.40
		0.000	0.00
		0.000	0.00
0130                          A080.22	2.20	243.000	534.60
STREET LIGHTING CABLE, NO. 6 BARE	m	243.000	534.60
		0.000	0.00
		0.000	0.00
0131                          A080.24	2.50	486.000	1,215.00
STREET LIGHTING CABLE, NO. 6 USE	m	486.000	1,215.00
		0.000	0.00
		0.000	0.00
0132                          0030.81	920.00	1.000	920.00
MOBILIZATION	LS	1.000	920.00
		0.000	0.00
		0.000	0.00
4008                          1127.00	2,268.00	0.000	0.00
BEACON SYSTEM REMOVAL	EACH	1.000	2,268.00
Existing Warning Beacon		1.000	2,268.00
		0.000	0.00
GROUP 8B ELECTRICIAL		Contracted	12,889.40
		Current	15,157.40
		In place	2,268.00
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0133                          0001.08	0.50	41,610.000	20,805.00
BARRICADE, TYPE II	BDAY	41,610.000	20,805.00
		34,669.000	17,334.50
		1,519.000	759.50
0134                          0001.10	1.25	24,275.000	30,343.75
BARRICADE, TYPE III	BDAY	24,275.000	30,343.75
		14,635.000	18,293.75
		534.000	667.50
0135                          0001.30	4.00	1,580.000	6,320.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	1,580.000	6,320.00
		2,235.000	8,940.00
		84.000	336.00
0136                          0001.90	0.30	39,455.000	11,836.50
SIGN DAY	EACH	39,455.000	11,836.50
		29,703.000	8,910.90
		1,120.000	336.00
0137                          0002.30	1.00	800.000	800.00
PAVEMENT MARKING REMOVAL	m	800.000	800.00
		1,613.000	1,613.00
		0.000	0.00
0138                          0002.38	0.80	20,500.000	16,400.00
TEMPORARY PAVEMENT MARKING, TYPE I	m	20,500.000	16,400.00
		6,371.400	5,097.12
		0.000	0.00
0139                          0003.10	150.82	160.000	24,131.20
FLAGGING	DAY	160.000	24,131.20
		45.500	6,862.31
		0.000	0.00
0140                          0010.04	7,526.52	1.000	7,526.52
FIELD OFFICE	EACH	1.000	7,526.52
		1.000	7,526.52
		0.000	0.00
0141                          0030.00	10,000.00	1.000	10,000.00
MOBILIZATION	LS	1.000	10,000.00
		1.000	10,000.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	128,162.97
		Current	128,162.97
		In place	84,578.10
		This Estimate	2,099.00
Totals for contract		Contracted	7,989,733.51
		Current	8,078,398.65
		In place	5,344,667.83
		This Estimate	94,312.24