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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	1216 CEDAR VALLEY CORP.
Contract ID:	3031X
Estimate Number:	0021
Pay Period End Date:	05.20.2002

Contract Location:
COLUMBUS EAST	Estimate Type:	PROG
Contractor:
CEDAR VALLEY CORP.	Date Let:	03.29.2001
2637 WAGNER ROAD	Date Awarded:	04.06.2001
PO BOX 1740	Date Contract Executed:	04.20.2001
	Date Notice to Proceed:	04.20.2001
WATERLOO IA 50704	Date Work Began:	04.30.2001
Phone:	Date Physical Work Completed:
(319)235-9537	Date Accepted:
Escrow Agent:
Surety Co:
UNITED FIRE & CASUALTY COMPANY

Counties
COLFAX
PLATTE

Project Number		PCT			Fed State Project Number		Description
32031 000		0.000			EACNH-30-5(121)		GRAD CONC PAVE CULV ELEC

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$7,953,449.73	$7,868,758.05	$84,691.68
$9,557,754.11	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$7,953,449.73	$7,868,758.05	$84,691.68
$9,472,777.74	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
83.21%	Net Earnings	$7,928,449.73	$7,843,758.05	$84,691.68
	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	$1,353.55	$1,353.55	$.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	$1,353.55	$1,353.55	$.00
	Payment	$7,929,803.28	$7,845,111.60	$84,691.68
Project Manager			Div. Head/Dist. Eng.
Trosper, Steven	05.20.2002		Boyle, Pat	05.20.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	05.20.2002
Controller Div. Processed
Burling, Laurie	05.21.2002

		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                          L001.18	4,136.20	2.650	10,960.93
SEEDING, TYPE WETLAND-HIGH	ha	2.650	10,960.93
		0.000	0.00
		0.000	0.00
0002                          L001.19	3,306.25	3.340	11,042.88
SEEDING, TYPE WETLAND-LOW	ha	3.340	11,042.88
		0.000	0.00
		0.000	0.00
0003                          L006.00	67.50	37.000	2,497.50
COVER CROP SEEDING	ha	37.000	2,497.50
		0.000	0.00
		0.000	0.00
0004                          L020.09	12.68	1,081.000	13,707.08
EROSION CONTROL, TYPE AAA	m2	1,081.000	13,707.08
		0.000	0.00
		0.000	0.00
0005                          P300.24	58.45	17.000	993.65
600 mm CULVERT PIPE, TYPE 3,4 OR 5	m	17.000	993.65
		0.000	0.00
		0.000	0.00
0006                          P400.18	77.20	587.500	45,355.00
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	587.500	45,355.00
		587.490	45,354.23
		0.000	0.00
0007                          0030.10	50,450.00	1.000	50,450.00
MOBILIZATION	LS	1.000	50,450.00
		1.000	50,450.00
		0.000	0.00
0008                          1009.00	22,775.00	1.000	22,775.00
GENERAL CLEARING AND GRUBBING	LS	1.000	22,775.00
		1.000	22,775.00
		0.000	0.00
0009                          1011.00	1.20	5,059.000	6,070.80
WATER	kL	5,059.000	6,070.80
		527.896	633.48
		0.000	0.00
0010                          1012.00	58.32	139.000	8,106.48
RIGHT-OF-WAY MARKERS	EACH	139.000	8,106.48
		156.000	9,097.92
		0.000	0.00
0011                          1030.00	3.60	252,837.000	910,213.20
EARTHWORK MEASURED IN EMBANKMENT	m3	252,837.000	910,213.20
		256,519.869	923,471.53
		0.000	0.00
0012                          1041.00	0.24	36,555.000	8,773.20
SALVAGING AND PLACING TOPSOIL	m2	36,555.000	8,773.20
		27,400.000	6,576.00
		0.000	0.00
0013                          1042.00	0.46	35,434.000	16,299.64
SALVAGING AND PLACING HYDRIC SOIL	m2	35,434.000	16,299.64
		16,666.000	7,666.36
		0.000	0.00
0014                          1090.00	420.00	2.000	840.00
ABANDON WELLS	EACH	2.000	840.00
		0.000	0.00
		0.000	0.00
0015                          1101.00	3.37	29,712.000	100,129.44
REMOVE PAVEMENT	m2	14,225.197	47,938.91
		14,225.197	47,938.91
		0.000	0.00
0016                          1102.00	3.97	43,303.000	171,912.91
REMOVE ASPHALT SURFACE	m2	38,752.824	153,848.71
		38,752.824	153,848.72
		0.000	0.00
0017                          1109.00	4.39	160.700	705.47
REMOVE CURB	m	160.700	705.47
		160.000	702.40
		0.000	0.00
0018                          1122.01	2.73	258.000	704.34
REMOVE CONCRETE MEDIAN SURFACING	m2	258.000	704.34
		205.098	559.91
		0.000	0.00
0019                          1124.00	471.00	1.000	471.00
REMOVE BUILDING	EACH	1.000	471.00
AT STA. 187+52 RT.		0.000	0.00
		0.000	0.00
0020                          1125.00	574.00	1.000	574.00
CLEAR TRACT	EACH	1.000	574.00
STA. 187+45 TO STA. 187+60 RT.		0.000	0.00
		0.000	0.00
0021                          1143.00	10.80	21.000	226.80
REMOVE DRIVEWAY CULVERT PIPE	m	21.000	226.80
		0.000	0.00
		0.000	0.00
0022                          1405.00	11.22	58.200	653.00
RELAYING DRIVEWAY CULVERT PIPE	m	58.200	653.00
		0.000	0.00
		0.000	0.00
0023                          1700.60	226.22	14.000	3,167.08
1500 mm DRIVEWAY CULVERT PIPE, TYPE 2 OR 5	m	14.000	3,167.08
		0.000	0.00
		0.000	0.00
0024                          1701.24	39.56	386.000	15,270.16
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	386.000	15,270.16
		297.550	11,771.08
		1.025	40.55
0025                          1701.30	55.26	31.000	1,713.06
750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	31.000	1,713.06
		31.000	1,713.06
		0.000	0.00
0026                          1701.36	83.18	36.500	3,036.07
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	36.500	3,036.07
		19.475	1,619.93
		0.000	0.00
0027                          1702.24	53.84	5.000	269.20
600 mm DRIVEWAY CULVERT PIPE, TYPE 3,4 OR 5	m	5.000	269.20
		3.800	204.59
		0.000	0.00
0028                          4035.00	85.21	2.000	170.42
REMOVE FLARED-END SECTION	EACH	2.000	170.42
		0.000	0.00
		0.000	0.00
0029                          4035.25	97.81	4.000	391.24
REMOVE AND SALVAGE FLARED-END SECTION	EACH	4.000	391.24
		0.000	0.00
		0.000	0.00
0030                          4105.59	711.00	18.200	12,940.20
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	18.200	12,940.20
		18.200	12,940.20
		0.000	0.00
0031                          4155.50	1.66	819.000	1,359.54
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	819.000	1,359.54
		819.000	1,359.54
		0.000	0.00
0032                          4310.18	124.18	28.000	3,477.04
450 mm FLARED-END SECTION	EACH	28.000	3,477.04
		29.000	3,601.22
		0.000	0.00
0033                          4310.24	141.00	2.000	282.00
600 mm FLARED-END SECTION	EACH	2.000	282.00
		0.000	0.00
		0.000	0.00
0034                          4310.60	660.00	2.000	1,320.00
1500 mm FLARED-END SECTION	EACH	2.000	1,320.00
		0.000	0.00
		0.000	0.00
0035                          4392.54	130.00	4.000	520.00
INSTALL 1350 mm ROUND EQUIVALENT METAL FLARED-END SECTION	EACH	4.000	520.00
		0.000	0.00
		0.000	0.00
0036                          9110.09	89.00	30.000	2,670.00
RENTAL OF TRACTOR AND SCRAPER, FULLY OPERATED	HOUR	30.000	2,670.00
		13.000	1,157.00
		0.000	0.00
0401                          1010.60	7.20	0.000	0.00
EARTHWORK COREOUT	m3	303.180	2,182.90
Sec 205.05 Para 10 1997 Metric Standard Specifications		569.582	4,100.99
		0.000	0.00
0402                          1136.50	42,503.44	0.000	0.00
REMOVE STOCKPILE	LS	1.000	42,503.44
Remove Concrete Rubble and Concrete Milling Pile FromProposed Wetland Site		1.000	42,503.44
		0.000	0.00
0403                          2001.21	9.35	0.000	0.00
GRAVEL FOR TEMPORARY SURFACING	Mg	100.000	935.00
GRAVEL FOR TEMPORARY SURFACING		793.898	7,422.96
		132.395	1,237.89
0404                          9110.26	49.19	0.000	0.00
RENTAL OF TRACTOR AND DISK, FULLY OPERATED	HOUR	100.000	4,919.00
RENTAL OF TRACTOR & DISK, F.O.		0.000	0.00
		0.000	0.00
GROUP 1 GRADING		Contracted	1,430,048.33
		Current	1,410,333.94
		In place	1,357,468.47
		This Estimate	1,278.44
GROUP 3 CONCRETE PAVEMENT
0037                          0030.30	401,010.00	1.000	401,010.00
MOBILIZATION	LS	1.000	401,010.00
		1.000	401,010.00
		0.000	0.00
0038                          1020.06	30.00	302.000	9,060.00
FLEXIBLE POST DELINEATOR	EACH	302.000	9,060.00
		0.000	0.00
		0.000	0.00
0039                          2001.00	14.53	189.000	2,746.17
GRAVEL SURFACE COURSE	m3	189.000	2,746.17
		0.000	0.00
		0.000	0.00
0040                          2009.10	1,062.00	2.086	2,215.33
GRAVEL EMBEDMENT	StaM	2.086	2,215.33
		2.490	2,644.38
		0.000	0.00
0041                          2020.50	13.80	29,135.000	402,063.00
SURFACING	m2	29,135.000	402,063.00
150 mm		23,358.805	322,351.51
		0.000	0.00
0042                          3012.06	40.00	67.280	2,691.20
CONCRETE CLASS 47B-25 MEDIAN CURB	m	67.280	2,691.20
		65.780	2,631.20
		0.000	0.00
0043                          3017.40	40.00	40.360	1,614.40
CONCRETE CLASS 47B-20 MEDIAN SURFACING	m2	40.360	1,614.40
		39.624	1,584.96
		0.000	0.00
0044                          3019.23	500.00	1.000	500.00
CONCRETE CLASS 47B-25 ISLAND NOSE	EACH	1.000	500.00
		1.000	500.00
		0.000	0.00
0045                          3040.12	102.40	64.100	6,563.84
CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH	m2	64.100	6,563.84
		76.100	7,792.64
		0.000	0.00
0046                          3040.13	100.50	37.000	3,718.50
CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH	m2	37.000	3,718.50
		261.440	26,274.72
		0.000	0.00
0047                          3075.51	31.33	17,920.980	561,464.30
255 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	17,920.980	561,464.30
		9,142.073	286,421.15
		0.000	0.00
0048                          3075.55	24.92	138,052.500	3,440,268.30
255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	138,052.500	3,440,268.30
		130,654.621	3,255,913.15
		0.000	0.00
0049                          3221.05	110.40	235.100	25,955.04
CONCRETE PAVEMENT, CLASS PR-25	m2	235.100	25,955.04
JOINT REPAIR		274.170	30,268.37
		0.000	0.00
0050                          3300.50	16,700.00	1.000	16,700.00
PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING	LS	1.000	16,700.00
		0.850	14,195.00
		0.000	0.00
0051                          7490.03	1.30	9,800.000	12,740.00
100 mm YELLOW THERMOPLASTIC	m	9,800.000	12,740.00
		0.000	0.00
		0.000	0.00
0052                          7490.04	1.30	12,200.000	15,860.00
100 mm WHITE THERMOPLASTIC	m	12,200.000	15,860.00
		0.000	0.00
		0.000	0.00
0053                          7492.04	1.55	18,000.000	27,900.00
100 mm WHITE THERMOPLASTIC, TYPE C	m	18,000.000	27,900.00
		0.000	0.00
		0.000	0.00
0054                          7492.05	1.55	14,400.000	22,320.00
100 mm YELLOW THERMOPLASTIC, TYPE C	m	14,400.000	22,320.00
		0.000	0.00
		0.000	0.00
0055                          8029.10	3.74	101,219.000	378,559.06
AGGREGATE FOUNDATION COURSE-D 100 mm	m2	101,219.000	378,559.06
		121,849.458	455,716.98
		0.000	0.00
0056                          8029.94	2.07	65,390.000	135,357.30
BITUMINOUS FOUNDATION COURSE 100 mm	m2	65,390.000	135,357.30
		36,587.720	75,736.58
		0.000	0.00
0057                          8032.04	1.57	18,500.000	29,045.00
CRUSHED CONCRETE FOUNDATION COURSE 100 mm	m2	18,500.000	29,045.00
		0.000	0.00
		0.000	0.00
0058                          8060.08	110.00	486.000	53,460.00
N-DRAIN	EACH	486.000	53,460.00
		441.600	48,576.00
		7.200	792.00
0059                          8101.50	0.98	159,616.000	156,423.68
STABILIZED SUBGRADE	m2	159,616.000	156,423.68
		162,321.780	159,075.35
		9,849.315	9,652.33
0060                          9000.75	19.10	500.000	9,550.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	500.000	9,550.00
SPS		147.840	2,823.75
		0.000	0.00
0061                          9005.00	24.53	100.000	2,453.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	100.000	2,453.00
SPS		275.060	6,747.22
		275.060	6,747.22
0062                          9005.23	19.10	4,900.000	93,590.00
ASPHALTIC CONCRETE, TYPE SPS	Mg	4,900.000	93,590.00
		93.860	1,792.72
		0.000	0.00
0063                          9005.45	26.35	20,280.000	534,378.00
ASPHALTIC CONCRETE, TYPE SP4(12.5)	Mg	20,280.000	534,378.00
		2,756.403	72,631.22
		0.000	0.00
0064                          9009.00	5.00	676.000	3,380.00
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	676.000	3,380.00
		0.000	0.00
		0.000	0.00
0065                          9009.75	31.53	8,965.000	282,666.45
TEMPORARY SURFACING	m2	8,965.000	282,666.45
		5,482.674	172,868.70
		0.000	0.00
0066                          9020.92	165.00	27.000	4,455.00
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING	Mg	27.000	4,455.00
		6.741	1,112.28
		0.000	0.00
0067                          9021.03	165.00	270.000	44,550.00
PERFORMANCE GRADED BINDER (58-28)	Mg	270.000	44,550.00
		4.358	719.07
		0.000	0.00
0068                          9021.04	235.00	1,095.120	257,353.20
PERFORMANCE GRADED BINDER (70-28)	Mg	1,095.120	257,353.20
		144.943	34,061.62
		15.539	3,651.67
0069                          9034.00	2.19	6,127.000	13,418.13
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	6,127.000	13,418.13
		4,058.264	8,887.60
		0.000	0.00
0070                          9053.00	0.30	65,220.000	19,566.00
TACK COAT	L	65,220.000	19,566.00
		21,008.329	6,302.51
		1,703.310	510.99
0071                          9110.01	100.00	10.000	1,000.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	10.000	1,000.00
		11.500	1,150.00
		0.000	0.00
0072                          9110.02	100.00	10.000	1,000.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	10.000	1,000.00
		3.500	350.00
		0.000	0.00
0073                          9110.03	75.00	10.000	750.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	10.000	750.00
		5.000	375.00
		0.000	0.00
0074                          9110.07	60.00	10.000	600.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	10.000	600.00
		0.000	0.00
		0.000	0.00
0075                          9111.00	2.20	4,223.000	9,290.60
WATER	kL	4,223.000	9,290.60
		5,436.081	11,959.37
		432.278	951.01
0076                          9170.00	223.81	503.071	112,592.32
EARTH SHOULDER CONSTRUCTION	StaM	503.071	112,592.32
		232.930	52,132.06
		0.000	0.00
0077                          9173.20	0.64	39,912.000	25,543.68
SUBGRADE PREPARATION	m2	39,912.000	25,543.68
		18,811.141	12,039.13
		0.000	0.00
0078                          9179.21	270.00	82.964	22,400.28
COLD MILLING, CLASS 1	StaM	82.964	22,400.28
		83.705	22,600.35
		83.705	22,600.35
0079                          9185.76	32.80	155.810	5,110.57
RUMBLE STRIPS, ASPHALT	StaM	155.810	5,110.57
		0.000	0.00
		0.000	0.00
0080                          9185.77	72.16	288.400	20,810.94
RUMBLE STRIPS, CONCRETE	StaM	288.400	20,810.94
		211.499	15,261.77
		0.000	0.00
0081                          9190.50	31.28	8,858.000	277,078.24
FLY ASH	Mg	8,858.000	277,078.24
		10,343.377	323,540.84
		630.450	19,720.48
0408                          1102.01	5.59	0.000	0.00
REMOVE ASPHALT SURFACE	m2	16,937.294	94,679.47
Extra Depth Removal		16,937.294	94,679.47
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	7,449,771.54
		Current	7,544,451.01
		In place	5,932,726.67
		This Estimate	64,626.05
GROUP 4 CULVERTS
0082                          P120.30	192.60	17.500	3,370.50
750 mm CULVERT PIPE, TYPE 2	m	17.500	3,370.50
		17.230	3,318.50
		0.000	0.00
0083                          P300.24	84.60	7.500	634.50
600 mm CULVERT PIPE, TYPE 3,4 OR 5	m	7.500	634.50
		7.500	634.50
		0.000	0.00
0084                          P300.36	96.35	19.500	1,878.82
900 mm CULVERT PIPE, TYPE 3,4 OR 5	m	19.500	1,878.82
		19.680	1,896.16
		0.000	0.00
0085                          P300.48	145.50	52.000	7,566.00
1200 mm CULVERT PIPE, TYPE 3,4 OR 5	m	52.000	7,566.00
		55.720	8,107.26
		0.000	0.00
0086                          P370.24	94.00	35.500	3,337.00
600 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2 OR 5	m	35.500	3,337.00
		35.520	3,338.88
		0.000	0.00
0087                          P370.30	110.28	63.000	6,947.64
750 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2 OR 5	m	63.000	6,947.64
		62.200	6,859.42
		0.000	0.00
0088                          P370.36	133.00	89.000	11,837.00
900 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2 OR 5	m	89.000	11,837.00
		89.320	11,879.56
		0.000	0.00
0089                          P370.42	193.75	90.000	17,437.50
1050 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2 OR 5	m	90.000	17,437.50
		89.320	17,305.75
		0.000	0.00
0090                          P370.48	236.30	214.000	50,568.20
1200 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2 OR 5	m	214.000	50,568.20
		196.010	46,317.16
		0.000	0.00
0091                          P400.18	81.55	8.500	693.18
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	8.500	693.18
		8.690	708.67
		0.000	0.00
0092                          P400.24	87.95	279.000	24,538.05
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	279.000	24,538.05
		277.150	24,375.35
		0.000	0.00
0093                          P400.36	131.20	46.500	6,100.80
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	46.500	6,100.80
		46.430	6,091.62
		0.000	0.00
0094                          0030.40	5,900.00	1.000	5,900.00
MOBILIZATION	LS	1.000	5,900.00
		1.000	5,900.00
		0.000	0.00
0095                          1043.50	3.75	170.000	637.50
RIPRAP FILTER FABRIC	m2	170.000	637.50
		0.000	0.00
		0.000	0.00
0096                          4004.50	2.70	449.000	1,212.30
CAST IRON GRATE AND FRAME	kg	449.000	1,212.30
		449.000	1,212.30
		449.000	1,212.30
0097                          4035.00	110.00	9.000	990.00
REMOVE FLARED-END SECTION	EACH	9.000	990.00
		8.000	880.00
		0.000	0.00
0098                          4040.00	125.00	18.000	2,250.00
REMOVE HEADWALLS FROM CULVERTS	EACH	18.000	2,250.00
		23.000	2,875.00
		0.000	0.00
0099                          4043.00	20.65	37.200	768.18
REMOVE CULVERT PIPE	m	37.200	768.18
		37.200	768.19
		0.000	0.00
0100                          4044.00	1,535.00	1.000	1,535.00
PREPARATION OF STRUCTURE	EACH	1.000	1,535.00
AT STA. 193+03.76		1.000	1,535.00
		0.500	767.50
0101                          4044.01	2,880.00	1.000	2,880.00
PREPARATION OF STRUCTURE	EACH	1.000	2,880.00
AT STA. 5002+84.78		1.000	2,880.00
		0.000	0.00
0102                          4045.00	2,305.00	1.000	2,305.00
REMOVE STRUCTURE	EACH	1.000	2,305.00
AT STA. 115+04.78		1.000	2,305.00
		0.000	0.00
0103                          4045.01	3,840.00	1.000	3,840.00
REMOVE STRUCTURE	EACH	1.000	3,840.00
AT STA. 5003+44.88		1.000	3,840.00
		0.000	0.00
0104                          4050.01	13.40	1,074.000	14,391.60
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	1,074.000	14,391.60
		1,246.500	16,703.10
		0.000	0.00
0105                          4051.01	14.50	185.000	2,682.50
EXCAVATION FOR BOX CULVERTS	m3	185.000	2,682.50
		253.490	3,675.61
		42.000	609.00
0106                          4100.06	466.00	12.600	5,871.60
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL	m3	12.600	5,871.60
		13.600	6,337.60
		3.000	1,398.00
0107                          4101.06	400.00	191.870	76,748.00
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	191.870	76,748.00
		191.922	76,768.80
		10.260	4,104.00
0108                          4105.59	735.00	1.800	1,323.00
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	1.800	1,323.00
		1.800	1,323.00
		1.800	1,323.00
0109                          4107.07	715.00	0.480	343.20
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	0.480	343.20
		0.480	343.20
		0.000	0.00
0110                          4150.00	1.21	1,040.000	1,258.40
REINFORCING STEEL FOR HEADWALL	kg	1,040.000	1,258.40
		1,251.000	1,513.74
		265.500	321.26
0111                          4151.00	1.41	12,770.000	18,005.70
REINFORCING STEEL FOR BOX CULVERT	kg	12,770.000	18,005.70
		12,769.739	18,005.33
		1,266.062	1,785.15
0112                          4155.50	3.70	64.000	236.80
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	64.000	236.80
		64.000	236.80
		64.000	236.80
0113                          4157.00	7.30	22.000	160.60
REINFORCING STEEL FOR COLLARS	kg	22.000	160.60
		22.000	160.60
		0.000	0.00
0114                          4200.24	1,115.00	1.000	1,115.00
600 mm AUTOMATIC FLOOD CONTROL GATE	EACH	1.000	1,115.00
		1.000	1,115.00
		0.000	0.00
0115                          4200.48	4,253.00	2.000	8,506.00
1200 mm AUTOMATIC FLOOD CONTROL GATE	EACH	2.000	8,506.00
		2.000	8,506.00
		0.000	0.00
0116                          4310.18	185.00	1.000	185.00
450 mm FLARED-END SECTION	EACH	1.000	185.00
		1.000	185.00
		0.000	0.00
0117                          4310.24	238.00	21.000	4,998.00
600 mm FLARED-END SECTION	EACH	21.000	4,998.00
		21.000	4,998.00
		0.000	0.00
0118                          4310.30	425.00	1.000	425.00
750 mm FLARED-END SECTION	EACH	1.000	425.00
		1.000	425.00
		0.000	0.00
0119                          4310.36	382.00	5.000	1,910.00
900 mm FLARED-END SECTION	EACH	5.000	1,910.00
		5.000	1,910.00
		0.000	0.00
0120                          4310.48	561.00	2.000	1,122.00
1200 mm FLARED-END SECTION	EACH	2.000	1,122.00
		2.000	1,122.00
		0.000	0.00
0121                          4320.24	175.00	6.000	1,050.00
600 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	6.000	1,050.00
		2.000	350.00
		0.000	0.00
0122                          4320.30	285.00	4.000	1,140.00
750 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	4.000	1,140.00
		8.000	2,280.00
		0.000	0.00
0123                          4320.48	670.00	1.000	670.00
1200 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	1.000	670.00
		2.000	1,340.00
		0.000	0.00
0124                          6104.00	50.00	47.000	2,350.00
BROKEN CONCRETE RIPRAP	Mg	47.000	2,350.00
		0.000	0.00
		0.000	0.00
0405                          4051.12	40.00	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	m3	60.390	2,415.60
		80.264	3,210.56
		0.000	0.00
GROUP 4 CULVERTS		Contracted	301,719.57
		Current	304,135.17
		In place	303,537.66
		This Estimate	11,757.01
GROUP 8B ELECTRICAL
0125                          A001.12	375.00	12.000	4,500.00
PULL BOX, TYPE PB-5	EACH	12.000	4,500.00
		10.000	3,750.00
		0.000	0.00
0126                          A009.14	1,775.00	20.000	35,500.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25	EACH	20.000	35,500.00
		16.000	28,400.00
		0.000	0.00
0127                          A020.30	2,400.00	3.000	7,200.00
LIGHTING CONTROL CENTER, TYPE R	EACH	3.000	7,200.00
		3.000	7,200.00
		0.000	0.00
0128                          A070.10	6.00	1,089.000	6,534.00
38 mm CONDUIT IN TRENCH	m	1,089.000	6,534.00
		1,093.200	6,559.20
		0.000	0.00
0129                          A072.10	6.00	436.000	2,616.00
38 mm CONDUIT UNDER ROADWAY	m	436.000	2,616.00
		138.000	828.00
		0.000	0.00
0130                          A080.22	1.00	1,525.000	1,525.00
STREET LIGHTING CABLE, NO. 6 BARE	m	1,525.000	1,525.00
		1,471.100	1,471.10
		0.000	0.00
0131                          A080.25	1.65	3,050.000	5,032.50
STREET LIGHTING CABLE, NO. 6 USE	m	3,050.000	5,032.50
		2,846.200	4,696.23
		0.000	0.00
0132                          A600.00	250.00	3.000	750.00
REMOVE LIGHTING UNIT	EACH	3.000	750.00
		8.000	2,000.00
		0.000	0.00
0133                          A700.20	500.00	7.000	3,500.00
RELOCATE STREET LIGHTING UNIT	EACH	7.000	3,500.00
TYPE A		7.000	3,500.00
		0.000	0.00
0134                          A700.21	350.00	9.000	3,150.00
RELOCATE STREET LIGHTING UNIT	EACH	9.000	3,150.00
TYPE B		6.000	2,100.00
		0.000	0.00
0135                          A780.05	5,000.00	1.000	5,000.00
TEMPORARY LIGHTING SYSTEM	EACH	1.000	5,000.00
AT STA. 138+50		0.000	0.00
		0.000	0.00
0136                          A780.10	6,000.00	1.000	6,000.00
CROSSOVER LIGHTING SYSTEM	EACH	1.000	6,000.00
AT STA. 217+44		0.900	5,400.00
		0.000	0.00
0137                          A800.51	4.25	140.000	595.00
OPERATION & MAINTENANCE OF CROSSOVER LIGHTING SYSTEM	DAY	140.000	595.00
AT STA. 217+44		0.100	0.43
		0.100	0.43
0138                          A800.56	3.50	151.000	528.50
OPERATION AND MAINTENANCE OF TEMPORARY LIGHTING SYSTEM	DAY	151.000	528.50
AT STA. 138+50		0.000	0.00
		0.000	0.00
0139                          0030.81	1,500.00	1.000	1,500.00
MOBILIZATION	LS	1.000	1,500.00
		1.000	1,500.00
		0.000	0.00
0406                          A070.08	42.00	0.000	0.00
38 mm CONDUIT, JACKED	m	138.500	5,817.00
38 mm CONDUIT JACKED		190.500	8,001.00
		0.000	0.00
0407                          A017.61	254.10	0.000	0.00
TRANSFORMER BASE	EACH	7.000	1,778.70
Breakaway Transformer Base		7.000	1,778.70
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	83,931.00
		Current	91,526.70
		In place	77,184.66
		This Estimate	0.43
GROUP 10 GENERAL ITEMS
0140                          0001.08	0.50	46,600.000	23,300.00
BARRICADE, TYPE II	BDAY	46,600.000	23,300.00
		44,981.000	22,490.50
		3,960.000	1,980.00
0141                          0001.10	3.15	9,726.000	30,636.90
BARRICADE, TYPE III	BDAY	9,726.000	30,636.90
		19,290.000	60,763.50
		1,095.000	3,449.25
0142                          0001.30	2.10	1,244.000	2,612.40
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	1,244.000	2,612.40
		2,595.000	5,449.50
		105.000	220.50
0143                          0001.75	2.00	120.000	240.00
TEMPORARY SIGN DAY	EACH	120.000	240.00
		160.000	320.00
		0.000	0.00
0144                          0001.90	0.50	37,536.000	18,768.00
SIGN DAY	EACH	37,536.000	18,768.00
		52,549.000	26,274.50
		2,400.000	1,200.00
0145                          0002.30	2.00	500.000	1,000.00
PAVEMENT MARKING REMOVAL	m	500.000	1,000.00
		1,984.900	3,969.80
		0.000	0.00
0146                          0002.39	1.22	18,500.000	22,570.00
TEMPORARY PAVEMENT MARKING, TYPE II	m	18,500.000	22,570.00
		580.000	707.60
		0.000	0.00
0147                          0002.44	0.60	1,000.000	600.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT	m	1,000.000	600.00
		49,706.456	29,823.87
		0.000	0.00
0148                          0002.97	12.00	615.000	7,380.00
FLASHING ARROW PANEL	DAY	615.000	7,380.00
		264.000	3,168.00
		15.000	180.00
0149                          0003.10	210.00	20.000	4,200.00
FLAGGING	DAY	20.000	4,200.00
		326.500	68,565.00
		0.000	0.00
0150                          0003.35	6,500.00	4.000	26,000.00
MOBILE TRAFFIC CONTROL OPERATION	DAY	4.000	26,000.00
		0.000	0.00
		0.000	0.00
0151                          0010.04	5,000.00	1.000	5,000.00
FIELD OFFICE	EACH	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00
0152                          0030.00	20,000.00	1.000	20,000.00
MOBILIZATION	LS	1.000	20,000.00
		1.000	20,000.00
		0.000	0.00
0153                          1017.00	45,000.00	1.000	45,000.00
CONSTRUCTION STAKING AND SURVEYING	LS	1.000	45,000.00
		0.800	36,000.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	207,307.30
		Current	207,307.30
		In place	282,532.27
		This Estimate	7,029.75
Totals for contract		Contracted	9,472,777.74
		Current	9,557,754.12
		In place	7,953,449.73
		This Estimate	84,691.68