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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	3606 DOBSON BROTHERS CONSTRUCTION CO. & AFFIL
Contract ID:	1800A
Estimate Number:	0002
Pay Period End Date:	08.30.2003

Contract Location:
JULIAN NORTH & SOUTH	Estimate Type:	PROG
Contractor:
DOBSON BROTHERS CONSTRUCTION CO. & AFFIL	Date Let:	06.26.2003
410 S 7TH	Date Awarded:	07.03.2003
PO BOX 81409	Date Contract Executed:	07.09.2003
	Date Notice to Proceed:	07.09.2003
LINCOLN NE 68501	Date Work Began:
Phone:	Date Physical Work Completed:
(402)474-5115	Date Accepted:
Escrow Agent:
Surety Co:
WESTERN SURETY COMPANY

Counties
NEMAHA
OTOE

Project Number		PCT			Fed State Project Number		Description
10800A 000		0.000			S-75-2(1025)		GR CP CULV SEED ELEC

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$368,781.50	$77,206.89	$291,574.61
$12,654,880.65	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$368,781.50	$77,206.89	$291,574.61
$12,645,541.65	Retainage	$-3,687.82	$-772.07	$-2,915.75
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
2.91%	Net Earnings	$365,093.68	$76,434.82	$288,658.86
	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	$365,093.68	$76,434.82	$288,658.86
Project Manager			Div. Head/Dist. Eng.
Mueller, Gerald	09.04.2003		Sklenar, Michael J	09.08.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	09.08.2003
Controller Div. Processed
Burling, Laurie	09.09.2003

		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	204,755.00	1.000	204,755.00
MOBILIZATION	LS	1.000	204,755.00
		0.000	0.00
		0.000	0.00
0002                          1000.00	252.50	48.000	12,120.00
LARGE TREE REMOVAL	EACH	48.000	12,120.00
		41.000	10,352.50
		23.000	5,807.50
0003                          1009.00	95,950.00	1.000	95,950.00
GENERAL CLEARING AND GRUBBING	LS	1.000	95,950.00
		0.300	28,785.00
		0.200	19,190.00
0004                          1010.00	1.40	876,014.000	1,226,419.60
EXCAVATION	m3	876,014.000	1,226,419.60
		18,046.000	25,264.40
		18,046.000	25,264.40
0005                          1010.01	2.53	25,717.000	65,064.01
EXCAVATION (ESTABLISHED QUANTITY)	m3	25,717.000	65,064.01
		0.000	0.00
		0.000	0.00
0006                          1010.10	2.31	446,574.000	1,031,585.94
EXCAVATION, BORROW	m3	446,574.000	1,031,585.94
		0.000	0.00
		0.000	0.00
0007                          1011.00	2.00	13,226.000	26,452.00
WATER	kL	13,226.000	26,452.00
		0.000	0.00
		0.000	0.00
0008                          1012.00	60.60	295.000	17,877.00
RIGHT-OF-WAY MARKERS	EACH	295.000	17,877.00
		0.000	0.00
		0.000	0.00
0009                          1090.00	858.50	6.000	5,151.00
ABANDON WELLS	EACH	6.000	5,151.00
		0.000	0.00
		0.000	0.00
0010                          1101.25	8.20	393.000	3,222.60
SAWING PAVEMENT	m	393.000	3,222.60
		0.000	0.00
		0.000	0.00
0011                          1102.00	2.85	7,835.000	22,329.75
REMOVE ASPHALT SURFACE	m2	7,835.000	22,329.75
		0.000	0.00
		0.000	0.00
0012                          1109.00	3.03	91.000	275.73
REMOVE CURB	m	91.000	275.73
		0.000	0.00
		0.000	0.00
0013                          1122.01	3.03	113.000	342.39
REMOVE CONCRETE MEDIAN SURFACING	m2	113.000	342.39
		0.000	0.00
		0.000	0.00
0014                          1125.00	505.00	1.000	505.00
CLEAR TRACT	EACH	1.000	505.00
AT STA. 519+11.81 TO STA. 519+98.71 RT.		0.000	0.00
		0.000	0.00
0015                          1125.01	505.00	1.000	505.00
CLEAR TRACT	EACH	1.000	505.00
AT STA. 598+60 TO STA. 599+00 RT.		0.000	0.00
		0.000	0.00
0016                          1701.24	50.50	503.800	25,441.90
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	503.800	25,441.90
		0.000	0.00
		0.000	0.00
0017                          1701.30	75.75	126.000	9,544.50
750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	126.000	9,544.50
		0.000	0.00
		0.000	0.00
0018                          3275.20	4.05	101,663.000	411,735.15
CRUSH CONCRETE PAVEMENT	m2	101,663.000	411,735.15
		0.000	0.00
		0.000	0.00
0019                          4018.00	564.79	2.000	1,129.58
TAPPING EXISTING STRUCTURE	EACH	2.000	1,129.58
		0.000	0.00
		0.000	0.00
0020                          4050.01	6.06	150.000	909.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	150.000	909.00
		0.000	0.00
		0.000	0.00
0021                          4130.06	762.68	0.180	137.28
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG	m3	0.180	137.28
		0.000	0.00
		0.000	0.00
0022                          4310.60	1,212.00	1.000	1,212.00
1500 mm FLARED-END SECTION	EACH	1.000	1,212.00
		0.000	0.00
		0.000	0.00
0023                          7017.00	4.04	188.000	759.52
REMOVE GUARDRAIL	m	188.000	759.52
		0.000	0.00
		0.000	0.00
0024                          L006.00	202.00	89.000	17,978.00
COVER CROP SEEDING	ha	89.000	17,978.00
		0.000	0.00
		0.000	0.00
0025                          L006.50	1,363.50	2.200	2,999.70
TEMPORARY SEEDING	ha	2.200	2,999.70
		0.000	0.00
		0.000	0.00
0026                          L020.00	1.43	9,954.000	14,234.22
EROSION CONTROL	m2	9,954.000	14,234.22
		0.000	0.00
		0.000	0.00
0027                          L020.01	4.75	51,532.000	244,777.00
EROSION CONTROL, TYPE A	m2	51,532.000	244,777.00
		0.000	0.00
		0.000	0.00
0028                          L020.08	4.90	7,814.000	38,288.60
EROSION CONTROL, TYPE AA	m2	7,814.000	38,288.60
		0.000	0.00
		0.000	0.00
0029                          L020.09	10.61	760.000	8,063.60
EROSION CONTROL, TYPE AAA	m2	760.000	8,063.60
		0.000	0.00
		0.000	0.00
0030                          L020.10	1.46	34,270.000	50,034.20
EROSION CONTROL, TYPE HV	m2	34,270.000	50,034.20
		0.000	0.00
		0.000	0.00
0031                          L021.00	11.62	2,613.000	30,363.06
EROSION CHECKS	BALE	2,613.000	30,363.06
		0.000	0.00
		0.000	0.00
0032                          L021.01	14.65	2,680.000	39,262.00
EROSION CHECKS, TYPE A	BALE	2,680.000	39,262.00
		0.000	0.00
		0.000	0.00
0033                          L021.06	13.13	1,309.000	17,187.17
EROSION CHECKS, TYPE HV	BALE	1,309.000	17,187.17
		0.000	0.00
		0.000	0.00
0034                          L021.10	14.65	728.000	10,665.20
EROSION CHECKS, TYPE ST	BALE	728.000	10,665.20
		0.000	0.00
		0.000	0.00
0035                          L021.11	18.18	219.000	3,981.42
EROSION CHECKS, TYPE ST-A	BALE	219.000	3,981.42
		0.000	0.00
		0.000	0.00
0036                          L021.15	16.16	126.000	2,036.16
EROSION CHECKS, TYPE ST-HV	BALE	126.000	2,036.16
		0.000	0.00
		0.000	0.00
0037                          L021.21	15.15	492.000	7,453.80
EROSION CHECKS, TYPE AA	BALE	492.000	7,453.80
		0.000	0.00
		0.000	0.00
0038                          L022.11	6.31	2,154.000	13,591.74
FABRIC SILT FENCE-LOW POROSITY	m	2,154.000	13,591.74
		304.000	1,918.24
		0.000	0.00
0039                          L022.12	6.72	2,575.000	17,304.00
FABRIC SILT FENCE-HIGH POROSITY	m	2,575.000	17,304.00
		1,045.000	7,022.40
		0.000	0.00
0040                          L032.80	1,414.00	8.600	12,160.40
HYDROMULCH	Mg	8.600	12,160.40
		0.000	0.00
		0.000	0.00
0041                          P302.60	212.10	17.500	3,711.75
1500 mm CULVERT PIPE, TYPE 2,3 OR 5	m	17.500	3,711.75
		0.000	0.00
		0.000	0.00
0042                          P302.66	237.35	24.500	5,815.08
1650 mm CULVERT PIPE, TYPE 2,3 OR 5	m	24.500	5,815.08
		0.000	0.00
		0.000	0.00
0043                          P502.18	40.40	27.600	1,115.04
450 mm CULVERT PIPE, TYPE 2,3,5,7 OR 8	m	27.600	1,115.04
		0.000	0.00
		0.000	0.00
0044                          P502.24	50.50	10.600	535.30
600 mm CULVERT PIPE, TYPE 2,3,5,7 OR 8	m	10.600	535.30
		0.000	0.00
		0.000	0.00
GROUP 1 GRADING		Contracted	3,704,981.39
		Current	3,704,981.39
		In place	73,342.54
		This Estimate	50,261.90
GROUP 3 CONCRETE PAVEMENT
0045                          0030.30	330,000.00	1.000	330,000.00
MOBILIZATION	LS	1.000	330,000.00
		0.000	0.00
		0.000	0.00
0046                          1020.02	10.61	172.000	1,824.92
DELINEATOR, TYPE II	EACH	172.000	1,824.92
		0.000	0.00
		0.000	0.00
0047                          1020.03	12.12	76.000	921.12
DELINEATOR, TYPE III	EACH	76.000	921.12
		0.000	0.00
		0.000	0.00
0048                          1020.20	16.87	16.000	269.92
INSTALL CHEVRONS	EACH	16.000	269.92
		0.000	0.00
		0.000	0.00
0049                          2009.51	162.41	19.451	3,159.04
CRUSHED ROCK EMBEDMENT	StaM	19.451	3,159.04
		0.000	0.00
		0.000	0.00
0050                          2010.03	13.34	7,258.000	96,821.72
CRUSHED ROCK SURFACE COURSE	Mg	7,258.000	96,821.72
		0.000	0.00
		0.000	0.00
0051                          2021.00	40.40	28.000	1,131.20
MAILBOX POST	EACH	28.000	1,131.20
		0.000	0.00
		0.000	0.00
0052                          3008.05	6.84	283.000	1,935.72
TIE BARS	EACH	283.000	1,935.72
		0.000	0.00
		0.000	0.00
0053                          3012.04	40.95	42.000	1,719.90
CONCRETE CLASS 47B-25 MEDIAN CURB	m	42.000	1,719.90
		0.000	0.00
		0.000	0.00
0054                          3017.40	22.35	110.000	2,458.50
CONCRETE CLASS 47B-20 MEDIAN SURFACING	m2	110.000	2,458.50
		0.000	0.00
		0.000	0.00
0055                          3075.52	35.53	1,316.000	46,757.48
255 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	1,316.000	46,757.48
		0.000	0.00
		0.000	0.00
0056                          3075.56	24.39	149,216.000	3,639,378.24
255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	149,216.000	3,639,378.24
		0.000	0.00
		0.000	0.00
0057                          3300.50	4,546.93	1.000	4,546.93
PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING	LS	1.000	4,546.93
		0.000	0.00
		0.000	0.00
0058                          4024.55	42.97	10.260	440.87
FLUME SPILLWAY	m	10.260	440.87
		0.000	0.00
		0.000	0.00
0059                          4024.70	2,675.45	1.000	2,675.45
CONCRETE FLUME, TYPE I	EACH	1.000	2,675.45
		0.000	0.00
		0.000	0.00
0060                          7550.03	1.01	22,000.000	22,220.00
100 mm YELLOW EPOXY PAVEMENT MARKING	m	22,000.000	22,220.00
		0.000	0.00
		0.000	0.00
0061                          7550.04	1.01	38,000.000	38,380.00
100 mm WHITE EPOXY PAVEMENT MARKING	m	38,000.000	38,380.00
		0.000	0.00
		0.000	0.00
0062                          8022.00	81.11	3,787.000	307,163.57
HYDRATED LIME	Mg	3,787.000	307,163.57
		0.000	0.00
		0.000	0.00
0063                          8029.10	4.27	189,327.000	808,426.29
AGGREGATE FOUNDATION COURSE-D 100 mm	m2	189,327.000	808,426.29
		0.000	0.00
		0.000	0.00
0064                          8060.05	52.64	655.000	34,479.20
GRANULAR SUBDRAIN	EACH	655.000	34,479.20
		0.000	0.00
		0.000	0.00
0065                          8101.50	1.10	189,327.000	208,259.70
STABILIZED SUBGRADE	m2	189,327.000	208,259.70
		0.000	0.00
		0.000	0.00
0066                          9000.75	21.47	500.000	10,735.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	500.000	10,735.00
SP4(12.5)		0.000	0.00
		0.000	0.00
0067                          9005.00	51.38	100.000	5,138.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	100.000	5,138.00
SP4(12.5)		0.000	0.00
		0.000	0.00
0068                          9005.45	21.47	14,350.000	308,094.50
ASPHALTIC CONCRETE, TYPE SP4(12.5)	Mg	14,350.000	308,094.50
		0.000	0.00
		0.000	0.00
0069                          9009.00	5.08	1,820.000	9,245.60
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	1,820.000	9,245.60
		0.000	0.00
		0.000	0.00
0070                          9009.86	12.79	41,155.000	526,372.45
SURFACING 150mm	m2	41,155.000	526,372.45
		0.000	0.00
		0.000	0.00
0071                          9020.94	230.00	27.000	6,210.00
PERFORMANCE GRADED BINDER (64-28) FOR STATE MAINTENANCEPATCHING	Mg	27.000	6,210.00
		0.000	0.00
		0.000	0.00
0072                          9021.08	230.00	780.300	179,469.00
PERFORMANCE GRADED BINDER (64-28)	Mg	780.300	179,469.00
		0.000	0.00
		0.000	0.00
0073                          9034.00	1.54	1,439.000	2,216.06
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	1,439.000	2,216.06
		0.000	0.00
		0.000	0.00
0074                          9053.00	0.24	27,390.000	6,573.60
TACK COAT	L	27,390.000	6,573.60
		0.000	0.00
		0.000	0.00
0075                          9111.00	2.33	4,051.000	9,438.83
WATER	kL	4,051.000	9,438.83
		0.000	0.00
		0.000	0.00
0076                          9170.00	131.30	390.479	51,269.89
EARTH SHOULDER CONSTRUCTION	StaM	390.479	51,269.89
		0.000	0.00
		0.000	0.00
0077                          9173.20	1.52	22,314.000	33,917.28
SUBGRADE PREPARATION	m2	22,314.000	33,917.28
		0.000	0.00
		0.000	0.00
0078                          9179.31	0.78	14,944.000	11,656.32
COLD MILLING, CLASS 1	m2	14,944.000	11,656.32
		0.000	0.00
		0.000	0.00
0079                          9179.34	1.56	101,663.000	158,594.28
COLD MILLING, CLASS 4	m2	101,663.000	158,594.28
		0.000	0.00
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	6,871,900.58
		Current	6,871,900.58
		In place	0.00
		This Estimate	0.00
GROUP 4 CULVERTS
0080                          0030.40	48,000.00	1.000	48,000.00
MOBILIZATION	LS	1.000	48,000.00
		1.000	48,000.00
		1.000	48,000.00
0081                          1043.50	1.50	10,153.000	15,229.50
RIPRAP FILTER FABRIC	m2	10,153.000	15,229.50
		0.000	0.00
		0.000	0.00
0082                          4020.25	48.96	425.000	20,808.00
CONCRETE DITCH LINING	m2	425.000	20,808.00
		0.000	0.00
		0.000	0.00
0083                          4044.00	1,111.74	1.000	1,111.74
PREPARATION OF STRUCTURE	EACH	1.000	1,111.74
AT STA. 530+11.3		0.000	0.00
		0.000	0.00
0084                          4044.01	1,931.17	1.000	1,931.17
PREPARATION OF STRUCTURE	EACH	1.000	1,931.17
AT STA. 585+75		0.000	0.00
		0.000	0.00
0085                          4044.02	803.86	1.000	803.86
PREPARATION OF STRUCTURE	EACH	1.000	803.86
AT STA. 596+99.5		0.000	0.00
		0.000	0.00
0086                          4045.00	3,994.15	1.000	3,994.15
REMOVE STRUCTURE	EACH	1.000	3,994.15
AT STA. 517+73.7		0.000	0.00
		0.000	0.00
0087                          4045.01	3,720.99	1.000	3,720.99
REMOVE STRUCTURE	EACH	1.000	3,720.99
AT STA. 596+99.5		0.000	0.00
		0.000	0.00
0088                          4045.02	2,333.03	1.000	2,333.03
REMOVE STRUCTURE	EACH	1.000	2,333.03
AT STA. 600+13		0.000	0.00
		0.000	0.00
0089                          4045.03	2,716.70	1.000	2,716.70
REMOVE STRUCTURE	EACH	1.000	2,716.70
AT STA. 600+96		0.000	0.00
		0.000	0.00
0090                          4045.04	2,620.34	1.000	2,620.34
REMOVE STRUCTURE	EACH	1.000	2,620.34
AT STA. 636+61		0.000	0.00
		0.000	0.00
0091                          4045.05	2,333.03	1.000	2,333.03
REMOVE STRUCTURE	EACH	1.000	2,333.03
AT STA. 641+51		0.000	0.00
		0.000	0.00
0092                          4045.06	5,260.08	1.000	5,260.08
REMOVE STRUCTURE	EACH	1.000	5,260.08
AT STA. 643+10		0.000	0.00
		0.000	0.00
0093                          4045.07	7,230.64	1.000	7,230.64
REMOVE STRUCTURE	EACH	1.000	7,230.64
AT STA. 660+38.4		0.000	0.00
		0.000	0.00
0094                          4045.08	7,408.35	1.000	7,408.35
REMOVE STRUCTURE	EACH	1.000	7,408.35
AT STA. 662+65		0.000	0.00
		0.000	0.00
0095                          4050.01	9.95	6,761.000	67,271.95
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	6,761.000	67,271.95
		605.500	6,024.73
		308.500	3,069.58
0096                          4051.01	14.06	3,900.000	54,834.00
EXCAVATION FOR BOX CULVERTS	m3	3,900.000	54,834.00
		1,170.000	16,450.20
		0.000	0.00
0097                          4100.06	729.73	10.400	7,589.19
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL	m3	10.400	7,589.19
		0.000	0.00
		0.000	0.00
0098                          4101.06	311.25	1,586.090	493,670.51
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	1,586.090	493,670.51
		331.154	103,071.68
		309.514	96,336.23
0099                          4107.07	544.26	1.500	816.39
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	1.500	816.39
		0.000	0.00
		0.000	0.00
0100                          4130.06	871.15	0.070	60.98
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG	m3	0.070	60.98
		0.000	0.00
		0.000	0.00
0101                          4150.00	1.65	592.000	976.80
REINFORCING STEEL FOR HEADWALL	kg	592.000	976.80
		0.000	0.00
		0.000	0.00
0102                          4151.00	1.53	95,550.000	146,191.50
REINFORCING STEEL FOR BOX CULVERT	kg	95,550.000	146,191.50
		17,109.000	26,176.77
		15,999.000	24,478.47
0103                          4310.24	328.63	25.000	8,215.75
600 mm FLARED-END SECTION	EACH	25.000	8,215.75
		4.000	1,314.52
		2.000	657.26
0104                          4310.30	381.69	14.000	5,343.66
750 mm FLARED-END SECTION	EACH	14.000	5,343.66
		1.000	381.69
		1.000	381.69
0105                          4310.36	605.51	13.000	7,871.63
900 mm FLARED-END SECTION	EACH	13.000	7,871.63
		0.000	0.00
		0.000	0.00
0106                          4310.42	753.26	12.000	9,039.12
1050 mm FLARED-END SECTION	EACH	12.000	9,039.12
		0.000	0.00
		0.000	0.00
0107                          4310.48	847.85	4.000	3,391.40
1200 mm FLARED-END SECTION	EACH	4.000	3,391.40
		1.000	847.85
		1.000	847.85
0108                          4310.54	1,036.38	4.000	4,145.52
1350 mm FLARED-END SECTION	EACH	4.000	4,145.52
		2.000	2,072.76
		0.000	0.00
0109                          4310.60	1,271.27	4.000	5,085.08
1500 mm FLARED-END SECTION	EACH	4.000	5,085.08
		0.000	0.00
		0.000	0.00
0110                          4310.66	1,913.08	4.000	7,652.32
1650 mm FLARED-END SECTION	EACH	4.000	7,652.32
		1.000	1,913.08
		1.000	1,913.08
0111                          4320.36	786.04	2.000	1,572.08
900 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	2.000	1,572.08
		0.000	0.00
		0.000	0.00
0112                          6105.01	30.52	4,245.000	129,557.40
ROCK RIPRAP, TYPE A	Mg	4,245.000	129,557.40
		0.000	0.00
		0.000	0.00
0113                          6105.02	30.52	2,788.000	85,089.76
ROCK RIPRAP, TYPE B	Mg	2,788.000	85,089.76
		0.000	0.00
		0.000	0.00
0114                          P120.24	116.63	21.000	2,449.23
600 mm CULVERT PIPE, TYPE 2	m	21.000	2,449.23
		21.000	2,449.23
		21.000	2,449.23
0115                          P120.42	267.25	210.000	56,122.50
1050 mm CULVERT PIPE TYPE 2	m	210.000	56,122.50
		0.000	0.00
		0.000	0.00
0116                          P120.48	318.40	124.100	39,513.44
1200 mm CULVERT PIPE, TYPE 2	m	124.100	39,513.44
		53.500	17,034.40
		53.500	17,034.40
0117                          P120.54	367.34	75.000	27,550.50
1350 mm CULVERT PIPE, TYPE 2	m	75.000	27,550.50
		47.500	17,448.65
		0.000	0.00
0118                          P120.60	449.17	156.500	70,295.11
1500 mm CULVERT PIPE, TYPE 2	m	156.500	70,295.11
		0.000	0.00
		0.000	0.00
0119                          P120.66	534.24	209.500	111,923.28
1650 mm CULVERT PIPE, TYPE 2	m	209.500	111,923.28
		64.600	34,511.90
		64.600	34,511.90
0120                          P127.36	255.38	23.500	6,001.43
900 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2	m	23.500	6,001.43
		0.000	0.00
		0.000	0.00
0121                          P311.24	116.63	314.500	36,680.14
600 mm CULVERT PIPE, TYPE 2, 7 OR 8	m	314.500	36,680.14
		50.000	5,831.50
		0.000	0.00
0122                          P311.30	173.40	280.900	48,708.06
750 mm CULVERT PIPE, TYPE 2,7 OR 8	m	280.900	48,708.06
		65.200	11,305.68
		65.200	11,305.68
0123                          P311.36	203.90	223.100	45,490.09
900 mm CULVERT PIPE, TYPE 2,7 OR 8	m	223.100	45,490.09
		0.000	0.00
		0.000	0.00
0124                          P400.18	275.91	1.000	275.91
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	1.000	275.91
		0.000	0.00
		0.000	0.00
6001                          4051.12	31.13	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	m3	300.000	9,339.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT		0.000	0.00
		0.000	0.00
GROUP 4 CULVERTS		Contracted	1,608,886.31
		Current	1,618,225.31
		In place	294,834.64
		This Estimate	240,985.37
GROUP 4A CULVERT AT STA. 226+42
0125                          0030.40	5,050.00	1.000	5,050.00
MOBILIZATION	LS	1.000	5,050.00
		0.000	0.00
		0.000	0.00
0126                          4051.01	14.06	633.000	8,899.98
EXCAVATION FOR BOX CULVERTS	m3	633.000	8,899.98
		0.000	0.00
		0.000	0.00
0127                          4101.06	309.36	247.450	76,551.13
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	247.450	76,551.13
		0.000	0.00
		0.000	0.00
0128                          4151.00	1.53	15,454.000	23,644.62
REINFORCING STEEL FOR BOX CULVERT	kg	15,454.000	23,644.62
		0.000	0.00
		0.000	0.00
0129                          6040.00	17,068.20	1.000	17,068.20
REMOVE STRUCTURE	EACH	1.000	17,068.20
AT STA. 226+42.9		0.000	0.00
		0.000	0.00
GROUP 4A CULVERT AT STA. 226+42		Contracted	131,213.93
		Current	131,213.93
		In place	0.00
		This Estimate	0.00
GROUP 5 SEEDING
0130                          0030.50	505.00	1.000	505.00
MOBILIZATION	LS	1.000	505.00
		0.000	0.00
		0.000	0.00
0131                          L001.01	1,520.05	78.000	118,563.90
SEEDING, TYPE A	ha	78.000	118,563.90
		0.000	0.00
		0.000	0.00
0132                          L001.02	1,060.50	11.000	11,665.50
SEEDING, TYPE B	ha	11.000	11,665.50
		0.000	0.00
		0.000	0.00
0133                          L020.07	2.93	3,372.000	9,879.96
EROSION CONTROL, TYPE B-1	m2	3,372.000	9,879.96
		0.000	0.00
		0.000	0.00
0134                          L032.75	78.78	445.000	35,057.10
MULCH	Mg	445.000	35,057.10
		0.000	0.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	175,671.46
		Current	175,671.46
		In place	0.00
		This Estimate	0.00
GROUP 8B ELECTRICAL
0135                          0030.81	2,525.00	1.000	2,525.00
MOBILIZATION	LS	1.000	2,525.00
		0.000	0.00
		0.000	0.00
0136                          A001.12	338.35	2.000	676.70
PULL BOX, TYPE PB-5	EACH	2.000	676.70
		0.000	0.00
		0.000	0.00
0137                          A009.16	1,459.45	13.000	18,972.85
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.20	EACH	13.000	18,972.85
		0.000	0.00
		0.000	0.00
0138                          A020.10	1,080.70	2.000	2,161.40
LIGHTING CONTROL CENTER, TYPE D	EACH	2.000	2,161.40
		0.000	0.00
		0.000	0.00
0139                          A070.10	7.37	487.000	3,589.19
38 mm CONDUIT IN TRENCH	m	487.000	3,589.19
		0.000	0.00
		0.000	0.00
0140                          A072.10	11.62	126.000	1,464.12
38 mm CONDUIT UNDER ROADWAY	m	126.000	1,464.12
		0.000	0.00
		0.000	0.00
0141                          A074.12	51.51	19.000	978.69
38 mm CONDUIT, JACKED	m	19.000	978.69
		0.000	0.00
		0.000	0.00
0142                          A080.22	2.78	632.000	1,756.96
STREET LIGHTING CABLE, NO. 6 BARE	m	632.000	1,756.96
		0.000	0.00
		0.000	0.00
0143                          A080.24	2.98	1,264.000	3,766.72
STREET LIGHTING CABLE, NO. 6 USE	m	1,264.000	3,766.72
		0.000	0.00
		0.000	0.00
0144                          A600.00	267.65	3.000	802.95
REMOVE LIGHTING UNIT	EACH	3.000	802.95
		0.000	0.00
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	36,694.58
		Current	36,694.58
		In place	0.00
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0145                          0001.08	0.50	1,450.000	725.00
BARRICADE, TYPE II	BDAY	1,450.000	725.00
		0.000	0.00
		0.000	0.00
0146                          0001.10	0.51	33,420.000	17,044.20
BARRICADE, TYPE III	BDAY	33,420.000	17,044.20
		312.000	159.12
		169.000	86.19
0147                          0001.75	4.04	100.000	404.00
TEMPORARY SIGN DAY	EACH	100.000	404.00
		0.000	0.00
		0.000	0.00
0148                          0001.90	0.35	52,963.000	18,537.05
SIGN DAY	EACH	52,963.000	18,537.05
		1,272.000	445.20
		689.000	241.15
0149                          0001.99	0.56	14,417.000	8,073.52
CONTRACTOR FURNISHED SIGN DAY	EACH	14,417.000	8,073.52
		0.000	0.00
		0.000	0.00
0150                          0002.44	1.01	4,500.000	4,545.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT	m	4,500.000	4,545.00
		0.000	0.00
		0.000	0.00
0151                          0003.10	166.58	140.000	23,321.20
FLAGGING	DAY	140.000	23,321.20
		0.000	0.00
		0.000	0.00
0152                          0010.04	2,713.83	1.000	2,713.83
FIELD OFFICE	EACH	1.000	2,713.83
		0.000	0.00
		0.000	0.00
0153                          0030.00	10,100.00	1.000	10,100.00
MOBILIZATION	LS	1.000	10,100.00
		0.000	0.00
		0.000	0.00
0154                          9110.01	58.56	150.000	8,784.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	150.000	8,784.00
		0.000	0.00
		0.000	0.00
0155                          9110.02	55.17	10.000	551.70
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	10.000	551.70
		0.000	0.00
		0.000	0.00
0156                          9110.03	50.64	150.000	7,596.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	150.000	7,596.00
		0.000	0.00
		0.000	0.00
0157                          9110.06	58.56	140.000	8,198.40
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	140.000	8,198.40
		0.000	0.00
		0.000	0.00
0158                          9110.07	37.33	150.000	5,599.50
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	150.000	5,599.50
		0.000	0.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	116,193.40
		Current	116,193.40
		In place	604.32
		This Estimate	327.34
Totals for contract		Contracted	12,645,541.65
		Current	12,654,880.65
		In place	368,781.50
		This Estimate	291,574.61