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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	3606 DOBSON BROTHERS CONSTRUCTION CO. & AFFIL
Contract ID:	1801B
Estimate Number:	0004
Pay Period End Date:	01.18.2003

Contract Location:
CERESCO - WAHOO	Estimate Type:	PROG
Contractor:
DOBSON BROTHERS CONSTRUCTION CO. & AFFIL	Date Let:	09.05.2002
410 S 7TH	Date Awarded:	09.12.2002
PO BOX 81409	Date Contract Executed:	09.19.2002
	Date Notice to Proceed:	09.19.2002
LINCOLN NE 68501	Date Work Began:	10.22.2002
Phone:	Date Physical Work Completed:
(402)474-5115	Date Accepted:
Escrow Agent:
Surety Co:
WESTERN SURETY COMPANY

Counties
SAUNDERS

Project Number		PCT			Fed State Project Number		Description
11801B 000		0.000			S-77-2(1038)		GRAD CONC PAVE CULV SEED BR GDRL ELEC

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$487,423.53	$378,805.44	$108,618.09
$13,776,757.21	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$487,423.53	$378,805.44	$108,618.09
$13,765,215.42	Retainage	$-4,874.24	$-3,788.05	$-1,086.19
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
3.54%	Net Earnings	$482,549.29	$375,017.39	$107,531.90
	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	$914.10	$160.01	$754.09
	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	$914.10	$160.01	$754.09
	Payment	$483,463.39	$375,177.40	$108,285.99
Project Manager			Div. Head/Dist. Eng.
Sanburn, Bob	01.22.2003		Sklenar, Michael J	01.22.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	01.23.2003
Controller Div. Processed
Burling, Laurie	01.23.2003

		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                          L020.00	1.50	1,222.000	1,833.00
EROSION CONTROL	m2	1,222.000	1,833.00
		0.000	0.00
		0.000	0.00
0002                          L020.01	4.88	3,050.000	14,884.00
EROSION CONTROL, TYPE A	m2	3,050.000	14,884.00
		0.000	0.00
		0.000	0.00
0003                          L020.08	4.88	3,009.000	14,683.92
EROSION CONTROL, TYPE AA	m2	3,009.000	14,683.92
		0.000	0.00
		0.000	0.00
0004                          L020.09	12.00	1,081.000	12,972.00
EROSION CONTROL, TYPE AAA	m2	1,081.000	12,972.00
		0.000	0.00
		0.000	0.00
0005                          L020.10	1.50	9,594.000	14,391.00
EROSION CONTROL, TYPE HV	m2	9,594.000	14,391.00
		0.000	0.00
		0.000	0.00
0006                          L021.01	13.00	110.000	1,430.00
EROSION CHECKS, TYPE A	BALE	110.000	1,430.00
		0.000	0.00
		0.000	0.00
0007                          L021.06	13.00	591.000	7,683.00
EROSION CHECKS, TYPE HV	BALE	591.000	7,683.00
		0.000	0.00
		0.000	0.00
0008                          L021.15	17.00	125.000	2,125.00
EROSION CHECKS, TYPE ST-HV	BALE	125.000	2,125.00
		0.000	0.00
		0.000	0.00
0009                          L021.21	13.00	155.000	2,015.00
EROSION CHECKS, TYPE AA	BALE	155.000	2,015.00
		0.000	0.00
		0.000	0.00
0010                          L022.11	6.56	2,561.000	16,800.16
FABRIC SILT FENCE-LOW POROSITY	m	2,561.000	16,800.16
		562.000	3,686.72
		0.000	0.00
0011                          L022.12	7.00	302.000	2,114.00
FABRIC SILT FENCE-HIGH POROSITY	m	302.000	2,114.00
		0.000	0.00
		0.000	0.00
0012                          L022.25	9.00	364.000	3,276.00
FABRIC SILT FENCE, TYPE COIR FIBER	m	364.000	3,276.00
		0.000	0.00
		0.000	0.00
0013                          P300.30	60.00	25.500	1,530.00
750 mm CULVERT PIPE, TYPE 3,4 OR 5	m	25.500	1,530.00
		0.000	0.00
		0.000	0.00
0014                          P400.18	68.26	421.000	28,737.46
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	421.000	28,737.46
		0.000	0.00
		0.000	0.00
0015                          0030.10	14,500.00	1.000	14,500.00
MOBILIZATION	LS	1.000	14,500.00
		1.000	14,500.00
		0.000	0.00
0016                          1000.00	100.00	90.000	9,000.00
LARGE TREE REMOVAL	EACH	90.000	9,000.00
		80.000	8,000.00
		0.000	0.00
0017                          1009.00	41,000.00	1.000	41,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	41,000.00
		0.600	24,600.00
		0.000	0.00
0018                          1010.00	1.17	361,082.000	422,465.94
EXCAVATION	m3	361,082.000	422,465.94
		138,137.303	161,620.64
		45,945.927	53,756.73
0019                          1010.01	1.31	10,215.000	13,381.65
EXCAVATION (ESTABLISHED QUANTITY)	m3	10,215.000	13,381.65
		0.000	0.00
		0.000	0.00
0020                          1010.10	1.60	69,024.000	110,438.40
EXCAVATION, BORROW	m3	69,024.000	110,438.40
		50,231.654	80,370.65
		13,431.700	21,490.72
0021                          1011.00	0.65	5,850.000	3,802.50
WATER	kL	5,850.000	3,802.50
		0.000	0.00
		0.000	0.00
0022                          1012.00	60.00	145.000	8,700.00
RIGHT-OF-WAY MARKERS	EACH	145.000	8,700.00
		108.000	6,480.00
		108.000	6,480.00
0023                          1102.00	2.00	1,133.000	2,266.00
REMOVE ASPHALT SURFACE	m2	1,133.000	2,266.00
		0.000	0.00
		0.000	0.00
0024                          1106.00	2.50	172.000	430.00
REMOVE DRIVEWAY	m2	172.000	430.00
		0.000	0.00
		0.000	0.00
0025                          1125.00	2,000.00	1.000	2,000.00
CLEAR TRACT	EACH	1.000	2,000.00
AT STA. 211+85 TO STA. 212+10 RT.		0.000	0.00
		0.000	0.00
0026                          1701.24	46.54	217.600	10,127.10
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	217.600	10,127.10
		0.000	0.00
		0.000	0.00
0027                          1701.30	67.51	42.000	2,835.42
750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	42.000	2,835.42
		0.000	0.00
		0.000	0.00
0028                          1701.36	82.61	45.000	3,717.45
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	45.000	3,717.45
		0.000	0.00
		0.000	0.00
0029                          3017.50	78.50	143.000	11,225.50
INTERLOCKING CONCRETE PAVER BLOCK	m2	143.000	11,225.50
		0.000	0.00
		0.000	0.00
0030                          4040.00	125.00	4.000	500.00
REMOVE HEADWALLS FROM CULVERTS	EACH	4.000	500.00
		0.000	0.00
		0.000	0.00
0031                          4050.01	13.54	34.000	460.36
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	34.000	460.36
		0.000	0.00
		0.000	0.00
0032                          4105.59	666.57	10.800	7,198.96
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	10.800	7,198.96
		0.000	0.00
		0.000	0.00
0033                          4155.50	1.64	486.000	797.04
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	486.000	797.04
		0.000	0.00
		0.000	0.00
0034                          4310.18	237.50	17.000	4,037.50
450 mm FLARED-END SECTION	EACH	17.000	4,037.50
		0.000	0.00
		0.000	0.00
0035                          7017.00	7.00	237.000	1,659.00
REMOVE GUARDRAIL	m	237.000	1,659.00
		0.000	0.00
		0.000	0.00
0036                          9110.01	56.72	90.000	5,104.80
RENTAL OF LOADER, FULLY OPERATED	HOUR	90.000	5,104.80
		0.000	0.00
		0.000	0.00
0037                          9110.03	49.06	90.000	4,415.40
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	90.000	4,415.40
		0.000	0.00
		0.000	0.00
0038                          9110.06	56.72	90.000	5,104.80
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	90.000	5,104.80
		0.000	0.00
		0.000	0.00
0039                          9110.07	36.11	90.000	3,249.90
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	90.000	3,249.90
		0.000	0.00
		0.000	0.00
6002                          1010.46	2.34	0.000	0.00
REMOVAL OF UNSUITABLY WET SOIL	m3	4,467.080	10,452.97
		4,467.080	10,452.97
		0.000	0.00
GROUP 1 GRADING		Contracted	812,892.26
		Current	823,345.23
		In place	309,710.98
		This Estimate	81,727.45
GROUP 3 CONCRETE PAVEMENT
0040                          0030.30	510,000.00	1.000	510,000.00
MOBILIZATION	LS	1.000	510,000.00
		0.000	0.00
		0.000	0.00
0041                          1020.03	15.00	34.000	510.00
DELINEATOR, TYPE III	EACH	34.000	510.00
		0.000	0.00
		0.000	0.00
0042                          1020.06	22.00	423.000	9,306.00
FLEXIBLE POST DELINEATOR	EACH	423.000	9,306.00
		0.000	0.00
		0.000	0.00
0043                          1020.20	18.00	20.000	360.00
INSTALL CHEVRONS	EACH	20.000	360.00
		0.000	0.00
		0.000	0.00
0044                          2001.03	9.71	946.000	9,185.66
GRAVEL SURFACE COURSE	Mg	946.000	9,185.66
		0.000	0.00
		0.000	0.00
0045                          2009.10	179.24	10.060	1,803.15
GRAVEL EMBEDMENT	StaM	10.060	1,803.15
		0.000	0.00
		0.000	0.00
0046                          2020.50	21.31	908.000	19,349.48
SURFACING	m2	908.000	19,349.48
205mm		0.000	0.00
		0.000	0.00
0047                          2021.00	45.00	10.000	450.00
MAILBOX POST	EACH	10.000	450.00
		0.000	0.00
		0.000	0.00
0048                          3014.12	38.61	73.000	2,818.53
COMBINATION CONCRETE CLASS 47B-25 CURB AND GUTTER	m	73.000	2,818.53
		0.000	0.00
		0.000	0.00
0049                          3017.40	18.95	3,431.000	65,017.45
CONCRETE CLASS 47B-20 MEDIAN SURFACING	m2	3,431.000	65,017.45
		0.000	0.00
		0.000	0.00
0050                          3075.51	24.69	14,629.000	361,190.01
255 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	14,629.000	361,190.01
		0.000	0.00
		0.000	0.00
0051                          3075.55	21.81	279,886.000	6,104,313.66
255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	279,886.000	6,104,313.66
		0.000	0.00
		0.000	0.00
0052                          3275.20	2.69	42,393.000	114,037.17
CRUSH CONCRETE PAVEMENT	m2	42,393.000	114,037.17
		0.000	0.00
		0.000	0.00
0053                          3300.50	17,000.00	1.000	17,000.00
PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING	LS	1.000	17,000.00
		0.000	0.00
		0.000	0.00
0054                          3300.65	31.76	150.000	4,764.00
CONCRETE PAVEMENT THICKNESS CORE	EACH	150.000	4,764.00
		0.000	0.00
		0.000	0.00
0055                          4764.35	31.00	545.000	16,895.00
100 mm PERFORATED PIPE UNDERDRAIN	m	545.000	16,895.00
		0.000	0.00
		0.000	0.00
0056                          7502.14	6.49	34,400.000	223,256.00
100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	m	34,400.000	223,256.00
		0.000	0.00
		0.000	0.00
0057                          7503.14	6.72	46,900.000	315,168.00
100 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	m	46,900.000	315,168.00
		0.000	0.00
		0.000	0.00
0058                          8022.00	86.66	6,575.000	569,789.50
HYDRATED LIME	Mg	6,575.000	569,789.50
		0.000	0.00
		0.000	0.00
0059                          8029.10	3.68	301,375.000	1,109,060.00
AGGREGATE FOUNDATION COURSE-D 100 mm	m2	301,375.000	1,109,060.00
		0.000	0.00
		0.000	0.00
0060                          8032.04	2.00	39,228.000	78,456.00
CRUSHED CONCRETE FOUNDATION COURSE 100 mm	m2	39,228.000	78,456.00
		0.000	0.00
		0.000	0.00
0061                          8060.05	27.52	318.000	8,751.36
GRANULAR SUBDRAIN	EACH	318.000	8,751.36
		0.000	0.00
		0.000	0.00
0062                          8101.50	1.48	333,893.000	494,161.64
STABILIZED SUBGRADE	m2	333,893.000	494,161.64
		0.000	0.00
		0.000	0.00
0063                          9005.30	23.65	3,310.000	78,281.50
ASPHALTIC CONCRETE, TYPE SP2(12.5)	Mg	3,310.000	78,281.50
		0.000	0.00
		0.000	0.00
0064                          9009.00	3.61	434.000	1,566.74
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	434.000	1,566.74
		0.000	0.00
		0.000	0.00
0065                          9009.75	23.80	6,546.000	155,794.80
TEMPORARY SURFACING	m2	6,546.000	155,794.80
205mm		0.000	0.00
		0.000	0.00
0066                          9009.86	11.43	54,983.000	628,455.69
SURFACING 150mm	m2	54,983.000	628,455.69
		0.000	0.00
		0.000	0.00
0067                          9009.87	16.56	4,760.000	78,825.60
SURFACING 200mm	m2	4,760.000	78,825.60
		0.000	0.00
		0.000	0.00
0068                          9021.08	257.80	178.740	46,079.17
PERFORMANCE GRADED BINDER (64-28)	Mg	178.740	46,079.17
		0.000	0.00
		0.000	0.00
0069                          9030.00	20.13	29.000	583.77
CONSTRUCTING ASPHALTIC CONCRETE CURB	m	29.000	583.77
		0.000	0.00
		0.000	0.00
0070                          9053.00	0.24	3,500.000	840.00
TACK COAT	L	3,500.000	840.00
		0.000	0.00
		0.000	0.00
0071                          9111.00	2.00	7,000.000	14,000.00
WATER	kL	7,000.000	14,000.00
		0.000	0.00
		0.000	0.00
0072                          9170.00	195.00	643.397	125,462.42
EARTH SHOULDER CONSTRUCTION	StaM	643.397	125,462.42
		0.000	0.00
		0.000	0.00
0073                          9173.20	1.26	28,253.000	35,598.78
SUBGRADE PREPARATION	m2	28,253.000	35,598.78
		0.000	0.00
		0.000	0.00
0074                          9179.34	1.34	46,605.000	62,450.70
COLD MILLING, CLASS 4	m2	46,605.000	62,450.70
		0.000	0.00
		0.000	0.00
0075                          9179.54	2.06	6,928.000	14,271.68
COLD MILLING, CLASS 4	m2	6,928.000	14,271.68
TYPE A		0.000	0.00
		0.000	0.00
0076                          9185.75	55.00	600.000	33,000.00
RUMBLE STRIPS	StaM	600.000	33,000.00
		0.000	0.00
		0.000	0.00
0077                          9188.50	16.30	468.000	7,628.40
SURFACING UNDER GUARDRAIL	m2	468.000	7,628.40
		0.000	0.00
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	11,318,481.86
		Current	11,318,481.86
		In place	0.00
		This Estimate	0.00
GROUP 4 CULVERTS
0078                          P200.42	196.88	18.000	3,543.84
1050 mm CULVERT PIPE, TYPE 2 OR 5	m	18.000	3,543.84
		0.000	0.00
		0.000	0.00
0079                          P200.48	233.59	32.500	7,591.68
1200 mm CULVERT PIPE, TYPE 2 OR 5	m	32.500	7,591.68
		0.000	0.00
		0.000	0.00
0080                          P200.54	262.35	81.100	21,276.59
1350 mm CULVERT PIPE, TYPE 2 OR 5	m	81.100	21,276.59
		0.000	0.00
		0.000	0.00
0081                          P200.60	328.61	55.500	18,237.86
1500 mm CULVERT PIPE, TYPE 2 OR 5	m	55.500	18,237.86
		32.940	10,824.41
		32.940	10,824.41
0082                          P200.66	373.53	51.500	19,236.79
1650 mm CULVERT PIPE, TYPE 2 OR 5	m	51.500	19,236.79
		0.000	0.00
		0.000	0.00
0083                          P300.18	57.88	30.000	1,736.40
450 mm CULVERT PIPE, TYPE 3,4 OR 5	m	30.000	1,736.40
		0.000	0.00
		0.000	0.00
0084                          P400.18	64.91	43.200	2,804.11
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	43.200	2,804.11
		0.000	0.00
		0.000	0.00
0085                          P400.24	79.25	100.500	7,964.63
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	100.500	7,964.63
		0.000	0.00
		0.000	0.00
0086                          P400.30	111.59	68.500	7,643.92
750 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	68.500	7,643.92
		0.000	0.00
		0.000	0.00
0087                          P400.36	130.88	183.500	24,016.48
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	183.500	24,016.48
		0.000	0.00
		0.000	0.00
0088                          P402.24	68.40	68.800	4,705.92
600 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	68.800	4,705.92
		0.000	0.00
		0.000	0.00
0089                          P402.30	90.07	13.100	1,179.92
750 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	13.100	1,179.92
		0.000	0.00
		0.000	0.00
0090                          P402.36	106.50	30.600	3,258.90
900 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	30.600	3,258.90
		0.000	0.00
		0.000	0.00
0091                          P406.42	163.33	21.500	3,511.60
1050 mm CULVERT PIPE, TYPE 2,3,4 OR 5	m	21.500	3,511.60
		0.000	0.00
		0.000	0.00
0092                          P406.78	409.68	25.000	10,242.00
1950 mm CULVERT PIPE, TYPE 2,3,4 OR 5	m	25.000	10,242.00
		0.000	0.00
		0.000	0.00
0093                          P700.18	51.18	300.000	15,354.00
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	300.000	15,354.00
		0.000	0.00
		0.000	0.00
0094                          0030.40	12,000.00	1.000	12,000.00
MOBILIZATION	LS	1.000	12,000.00
		0.000	0.00
		0.000	0.00
0095                          1043.50	1.07	2,780.000	2,974.60
RIPRAP FILTER FABRIC	m2	2,780.000	2,974.60
		0.000	0.00
		0.000	0.00
0096                          4004.50	2.73	4,760.000	12,994.80
CAST IRON GRATE AND FRAME	kg	4,760.000	12,994.80
		0.000	0.00
		0.000	0.00
0097                          4018.00	198.95	1.000	198.95
TAPPING EXISTING STRUCTURE	EACH	1.000	198.95
		0.000	0.00
		0.000	0.00
0098                          4035.00	51.30	11.000	564.30
REMOVE FLARED-END SECTION	EACH	11.000	564.30
		0.000	0.00
		0.000	0.00
0099                          4040.00	62.82	23.000	1,444.86
REMOVE HEADWALLS FROM CULVERTS	EACH	23.000	1,444.86
		1.000	62.82
		1.000	62.82
0100                          4045.00	6,164.47	1.000	6,164.47
REMOVE STRUCTURE	EACH	1.000	6,164.47
AT STA. 208+72		0.000	0.00
		0.000	0.00
0101                          4045.01	3,898.57	1.000	3,898.57
REMOVE STRUCTURE	EACH	1.000	3,898.57
AT STA. 228+78		0.000	0.00
		0.000	0.00
0102                          4045.02	9,419.31	1.000	9,419.31
REMOVE STRUCTURE	EACH	1.000	9,419.31
AT STA. 235+61		0.000	0.00
		0.000	0.00
0103                          4050.01	6.13	5,917.000	36,271.21
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	5,917.000	36,271.21
		299.000	1,832.87
		299.000	1,832.87
0104                          4051.01	7.60	3,001.000	22,807.60
EXCAVATION FOR BOX CULVERTS	m3	3,001.000	22,807.60
		1,030.000	7,828.00
		629.000	4,780.40
0105                          4100.06	577.35	10.900	6,293.12
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL	m3	10.900	6,293.12
		0.000	0.00
		0.000	0.00
0106                          4101.06	255.87	842.530	215,578.15
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	842.530	215,578.15
		79.124	20,245.46
		0.000	0.00
0107                          4105.59	507.55	17.460	8,861.82
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	17.460	8,861.82
		0.000	0.00
		0.000	0.00
0108                          4130.06	3,855.94	0.050	192.80
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG	m3	0.050	192.80
		0.000	0.00
		0.000	0.00
0109                          4150.00	1.57	561.000	880.77
REINFORCING STEEL FOR HEADWALL	kg	561.000	880.77
		0.000	0.00
		0.000	0.00
0110                          4151.00	1.17	59,729.000	69,882.93
REINFORCING STEEL FOR BOX CULVERT	kg	59,729.000	69,882.93
		6,180.000	7,230.60
		0.000	0.00
0111                          4155.50	1.57	706.000	1,108.42
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	706.000	1,108.42
		0.000	0.00
		0.000	0.00
0112                          4310.18	123.79	3.000	371.37
450 mm FLARED-END SECTION	EACH	3.000	371.37
		0.000	0.00
		0.000	0.00
0113                          4310.24	151.24	11.000	1,663.64
600 mm FLARED-END SECTION	EACH	11.000	1,663.64
		0.000	0.00
		0.000	0.00
0114                          4310.30	228.72	4.000	914.88
750 mm FLARED-END SECTION	EACH	4.000	914.88
		0.000	0.00
		0.000	0.00
0115                          4310.36	324.02	10.000	3,240.20
900 mm FLARED-END SECTION	EACH	10.000	3,240.20
		0.000	0.00
		0.000	0.00
0116                          4310.42	650.78	1.000	650.78
1050 mm FLARED-END SECTION	EACH	1.000	650.78
		0.000	0.00
		0.000	0.00
0117                          4310.48	665.13	1.000	665.13
1200 mm FLARED-END SECTION	EACH	1.000	665.13
		0.000	0.00
		0.000	0.00
0118                          4310.54	757.84	2.000	1,515.68
1350 mm FLARED-END SECTION	EACH	2.000	1,515.68
		0.000	0.00
		0.000	0.00
0119                          4310.60	871.21	1.000	871.21
1500 mm FLARED-END SECTION	EACH	1.000	871.21
		0.000	0.00
		0.000	0.00
0120                          4310.66	1,547.41	1.000	1,547.41
1650 mm FLARED-END SECTION	EACH	1.000	1,547.41
		0.000	0.00
		0.000	0.00
0121                          4310.78	1,312.13	4.000	5,248.52
1950 mm FLARED-END SECTION	EACH	4.000	5,248.52
		0.000	0.00
		0.000	0.00
0122                          4680.18	198.98	75.000	14,923.50
450 mm CORRUGATED METAL SLOTTED PIPE	m	75.000	14,923.50
		0.000	0.00
		0.000	0.00
0123                          6105.02	29.25	2,296.000	67,158.00
ROCK RIPRAP, TYPE B	Mg	2,296.000	67,158.00
		307.081	8,982.12
		307.081	8,982.12
0124                          6105.03	33.17	63.000	2,089.71
ROCK RIPRAP, TYPE C	Mg	63.000	2,089.71
		0.000	0.00
		0.000	0.00
GROUP 4 CULVERTS		Contracted	664,701.32
		Current	664,701.32
		In place	57,006.28
		This Estimate	26,482.62
GROUP 5 SEEDING
0125                          L001.01	1,453.77	25.000	36,344.25
SEEDING, TYPE A	ha	25.000	36,344.25
		0.000	0.00
		0.000	0.00
0126                          L001.02	904.77	28.000	25,333.56
SEEDING, TYPE B	ha	28.000	25,333.56
		0.000	0.00
		0.000	0.00
0127                          L032.75	66.00	239.000	15,774.00
MULCH	Mg	239.000	15,774.00
		0.000	0.00
		0.000	0.00
0128                          0030.50	100.00	1.000	100.00
MOBILIZATION	LS	1.000	100.00
		0.000	0.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	77,551.81
		Current	77,551.81
		In place	0.00
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 4006+39
0129                          0030.60	20,000.00	1.000	20,000.00
MOBILIZATION	LS	1.000	20,000.00
		1.000	20,000.00
		0.000	0.00
0130                          1010.01	3.60	2,370.000	8,532.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	2,370.000	8,532.00
		0.000	0.00
		0.000	0.00
0131                          3050.15	196.00	196.100	38,435.60
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	196.100	38,435.60
		0.000	0.00
		0.000	0.00
0132                          3051.10	1.21	13,320.000	16,117.20
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	13,320.000	16,117.20
		0.000	0.00
		0.000	0.00
0133                          6000.10	2,000.00	1.000	2,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,000.00
		0.000	0.00
		0.000	0.00
0134                          6000.11	2,000.00	1.000	2,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,000.00
		0.000	0.00
		0.000	0.00
0135                          6001.50	10,000.00	1.000	10,000.00
BENT NO.1 EXCAVATION	LS	1.000	10,000.00
		1.000	10,000.00
		0.000	0.00
0136                          6001.51	10,000.00	1.000	10,000.00
BENT NO.2 EXCAVATION	LS	1.000	10,000.00
		1.000	10,000.00
		0.000	0.00
0137                          6005.35	140.00	38.900	5,446.00
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	38.900	5,446.00
		0.000	0.00
		0.000	0.00
0138                          6010.22	333.50	241.300	80,473.55
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	241.300	80,473.55
		80.900	26,980.15
		0.000	0.00
0139                          6010.26	340.00	220.500	74,970.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	220.500	74,970.00
		0.000	0.00
		0.000	0.00
0140                          6040.00	8,000.00	1.000	8,000.00
REMOVE STRUCTURE	EACH	1.000	8,000.00
AT STA. 4006+09		0.000	0.00
		0.000	0.00
0141                          6080.00	5.50	1,184.000	6,512.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	1,184.000	6,512.00
		0.000	0.00
		0.000	0.00
0142                          6105.03	28.75	1,135.000	32,631.25
ROCK RIPRAP, TYPE C	Mg	1,135.000	32,631.25
		0.000	0.00
		0.000	0.00
0143                          6131.50	1.21	46,350.000	56,083.50
EPOXY COATED REINFORCING STEEL	kg	46,350.000	56,083.50
		3,672.500	4,443.73
		0.000	0.00
0144                          6210.50	77.00	1,413.800	108,862.60
PIPE PILING	m	1,413.800	108,862.60
		619.058	47,667.47
		0.000	0.00
0145                          6310.00	118.50	624.000	73,944.00
STEEL SHEET PILING	m2	624.000	73,944.00
		0.000	0.00
		0.000	0.00
0146                          6601.15	16.50	44.400	732.60
38 mm CONDUIT IN BRIDGE	m	44.400	732.60
		0.000	0.00
		0.000	0.00
0147                          8091.00	23.50	420.000	9,870.00
GRANULAR BACKFILL	m3	420.000	9,870.00
		0.000	0.00
		0.000	0.00
6001                          6210.60	46.20	0.000	0.00
PAY CUT-OFF FOR PIPE PILE	m	2.780	128.44
		3.542	163.64
		0.000	0.00
GROUP 6 BRIDGE AT STA. 4006+39		Contracted	564,610.30
		Current	564,738.74
		In place	119,254.99
		This Estimate	0.00
GROUP 7 GUARDRAIL
0169                          0030.70	320.00	1.000	320.00
MOBILIZATION	LS	1.000	320.00
		0.000	0.00
		0.000	0.00
0170                          7011.20	35.00	273.000	9,555.00
W-BEAM GUARDRAIL	m	273.000	9,555.00
		0.000	0.00
		0.000	0.00
0171                          7011.30	47.50	111.000	5,272.50
THRIE-BEAM GUARDRAIL	m	111.000	5,272.50
		0.000	0.00
		0.000	0.00
0172                          7020.00	1,000.00	9.000	9,000.00
BRIDGE APPROACH SECTIONS	EACH	9.000	9,000.00
		0.000	0.00
		0.000	0.00
0173                          7020.60	1,000.00	2.000	2,000.00
SPECIAL BRIDGE APPROACH SECTION	EACH	2.000	2,000.00
		0.000	0.00
		0.000	0.00
0174                          7022.50	4,500.00	2.000	9,000.00
BULLNOSE-3.8 m	EACH	2.000	9,000.00
		0.000	0.00
		0.000	0.00
0175                          7024.25	1,700.00	7.000	11,900.00
GUARDRAIL END TREATMENT, TYPE I	EACH	7.000	11,900.00
		0.000	0.00
		0.000	0.00
0176                          7024.27	1,500.00	2.000	3,000.00
GUARDRAIL END TREATMENT, TYPE II	EACH	2.000	3,000.00
		0.000	0.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	50,047.50
		Current	50,047.50
		In place	0.00
		This Estimate	0.00
GROUP 8B ELECTRICAL
0177                          A001.01	490.00	12.000	5,880.00
PULL BOX, TYPE PB-1	EACH	12.000	5,880.00
		0.000	0.00
		0.000	0.00
0178                          A001.02	415.00	4.000	1,660.00
PULL BOX, TYPE PB-1A	EACH	4.000	1,660.00
		0.000	0.00
		0.000	0.00
0179                          A001.12	340.00	4.000	1,360.00
PULL BOX, TYPE PB-5	EACH	4.000	1,360.00
		0.000	0.00
		0.000	0.00
0180                          A006.98	115.00	16.000	1,840.00
VEHICLE DETECTOR, TYPE A PREFORMED	EACH	16.000	1,840.00
		0.000	0.00
		0.000	0.00
0181                          A007.00	150.00	12.000	1,800.00
VEHICLE DETECTOR, TYPE B PREFORMED	EACH	12.000	1,800.00
		0.000	0.00
		0.000	0.00
0182                          A009.57	1,685.00	10.000	16,850.00
STREET LIGHTING UNIT, TYPE SL-BT-13.7-3.7-0.25	EACH	10.000	16,850.00
		0.000	0.00
		0.000	0.00
0183                          A009.59	1,685.00	4.000	6,740.00
STREET LIGHTING UNIT, TYPE SL-BT-13.7-3.7-0.20	EACH	4.000	6,740.00
		0.000	0.00
		0.000	0.00
0184                          A020.17	2,245.00	1.000	2,245.00
LIGHTING CONTROL CENTER, TYPE P	EACH	1.000	2,245.00
		0.000	0.00
		0.000	0.00
0185                          A020.30	1,655.00	1.000	1,655.00
LIGHTING CONTROL CENTER, TYPE R	EACH	1.000	1,655.00
		0.000	0.00
		0.000	0.00
0186                          A070.10	6.00	510.000	3,060.00
38 mm CONDUIT IN TRENCH	m	510.000	3,060.00
		0.000	0.00
		0.000	0.00
0187                          A070.18	12.50	40.000	500.00
75 mm CONDUIT IN TRENCH	m	40.000	500.00
		0.000	0.00
		0.000	0.00
0188                          A072.10	10.00	164.000	1,640.00
38 mm CONDUIT UNDER ROADWAY	m	164.000	1,640.00
		0.000	0.00
		0.000	0.00
0189                          A072.18	17.00	115.800	1,968.60
75 mm CONDUIT UNDER ROADWAY	m	115.800	1,968.60
		0.000	0.00
		0.000	0.00
0190                          A080.22	2.10	674.000	1,415.40
STREET LIGHTING CABLE, NO. 6 BARE	m	674.000	1,415.40
		0.000	0.00
		0.000	0.00
0191                          A080.24	2.45	1,348.000	3,302.60
STREET LIGHTING CABLE, NO. 6 USE	m	1,348.000	3,302.60
		0.000	0.00
		0.000	0.00
0192                          0030.80	1,300.00	1.000	1,300.00
MOBILIZATION	LS	1.000	1,300.00
		0.000	0.00
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	53,216.60
		Current	53,216.60
		In place	0.00
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0193                          0001.08	0.50	36,320.000	18,160.00
BARRICADE, TYPE II	BDAY	36,320.000	18,160.00
		0.000	0.00
		0.000	0.00
0194                          0001.10	0.75	28,324.000	21,243.00
BARRICADE, TYPE III	BDAY	28,324.000	21,243.00
		1,386.000	1,039.50
		410.000	307.50
0195                          0001.75	3.00	680.000	2,040.00
TEMPORARY SIGN DAY	EACH	680.000	2,040.00
		0.000	0.00
		0.000	0.00
0196                          0001.90	0.25	68,385.000	17,096.25
SIGN DAY	EACH	64,955.000	16,238.75
		1,062.000	265.50
		224.000	56.00
0197                          0002.30	1.30	1,500.000	1,950.00
PAVEMENT MARKING REMOVAL	m	1,500.000	1,950.00
		0.000	0.00
		0.000	0.00
0198                          0002.44	0.68	30,000.000	20,400.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT	m	30,000.000	20,400.00
		0.000	0.00
		0.000	0.00
0199                          0002.47	0.98	15,000.000	14,700.00
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION	m	15,000.000	14,700.00
		0.000	0.00
		0.000	0.00
0200                          0002.61	19.30	750.000	14,475.00
PLOWABLE PAVEMENT MARKER	EACH	750.000	14,475.00
		0.000	0.00
		0.000	0.00
0201                          0002.97	12.00	795.000	9,540.00
FLASHING ARROW PANEL	DAY	795.000	9,540.00
		0.000	0.00
		0.000	0.00
0202                          0003.10	160.41	80.000	12,832.80
FLAGGING	DAY	80.000	12,832.80
		0.000	0.00
		0.000	0.00
0203                          0003.75	10,007.00	1.000	10,007.00
TEMPORARY TRAFFIC SIGNAL	EACH	1.000	10,007.00
		0.000	0.00
		0.000	0.00
0204                          0010.04	4,599.72	1.000	4,599.72
FIELD OFFICE	EACH	1.000	4,599.72
		0.000	0.00
		0.000	0.00
0205                          0030.00	6,670.00	1.000	6,670.00
MOBILIZATION	LS	1.000	6,670.00
		0.000	0.00
		0.000	0.00
0206                          1017.00	70,000.00	1.000	70,000.00
CONSTRUCTION STAKING AND SURVEYING	LS	1.000	70,000.00
		0.000	0.00
		0.000	0.00
4001                          0001.99	0.53	0.000	0.00
CONTRACTOR FURNISHED SIGN DAY	EACH	3,430.000	1,817.90
		276.000	146.28
		84.000	44.52
GROUP 10 GENERAL ITEMS		Contracted	223,713.77
		Current	224,674.17
		In place	1,451.28
		This Estimate	408.02
Totals for contract		Contracted	13,765,215.42
		Current	13,776,757.22
		In place	487,423.53
		This Estimate	108,618.09