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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0103 VRANA & SON CONSTRUCTION CO./CHAS.
Contract ID:	2254X
Estimate Number:	0032
Pay Period End Date:	04.29.2002

Contract Location:
Q STREET TO DODGE STREET	Estimate Type:	PROG
Contractor:
VRANA & SON CONSTRUCTION CO./CHAS.	Date Let:	04.01.1999
4816 F ST	Date Awarded:	04.08.1999
	Date Contract Executed:	04.16.1999
	Date Notice to Proceed:	04.16.1999
OMAHA NE 68117-1481	Date Work Began:	05.03.1999
Phone:	Date Physical Work Completed:
(402)733-5200	Date Accepted:
Escrow Agent:
Surety Co:
NATIONAL FIRE INSURANCE COMPANY OF HARTFORD

Counties
DOUGLAS

Project Number		PCT			Fed State Project Number		Description
20254 000B		0.000			S-6-7(1042)		GR CP CULV SEED ELEC

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$8,983,110.16	$8,773,447.06	$209,663.10
$8,934,628.65	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$8,983,110.16	$8,773,447.06	$209,663.10
$8,676,536.75	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
100.54%	Net Earnings	$8,958,110.16	$8,748,447.06	$209,663.10
	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	$8,958,110.16	$8,748,447.06	$209,663.10
Project Manager			Div. Head/Dist. Eng.
Farivari, Mo	05.08.2002		Lech, Marvin (Marv)	05.08.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	05.10.2002
Controller Div. Processed
Burling, Laurie	05.14.2002

		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	100.00	24.900	2,490.00
COVER CROP SEEDING	ha	24.900	2,490.00
		24.900	2,490.00
		4.600	460.00
0002                          L020.01	6.00	17,365.000	104,190.00
EROSION CONTROL, TYPE A	m2	17,365.000	104,190.00
		16,315.240	97,891.44
		0.000	0.00
0003                          L020.08	6.00	1,435.000	8,610.00
EROSION CONTROL, TYPE AA	m2	1,435.000	8,610.00
		1,595.500	9,573.00
		0.000	0.00
0004                          L020.09	12.50	440.000	5,500.00
EROSION CONTROL, TYPE AAA	m2	440.000	5,500.00
		272.000	3,400.00
		0.000	0.00
0005                          L020.10	1.50	3,316.000	4,974.00
EROSION CONTROL, TYPE HV	m2	3,316.000	4,974.00
		1,856.000	2,784.00
		0.000	0.00
0006                          L021.00	11.00	55.000	605.00
EROSION CHECKS	BALE	55.000	605.00
		18.000	198.00
		0.000	0.00
0007                          L021.01	13.00	517.000	6,721.00
EROSION CHECKS, TYPE A	BALE	517.000	6,721.00
		470.000	6,110.00
		0.000	0.00
0008                          L021.06	12.00	143.000	1,716.00
EROSION CHECKS, TYPE HV	BALE	143.000	1,716.00
		92.000	1,104.00
		0.000	0.00
0009                          L021.10	14.00	273.000	3,822.00
EROSION CHECKS, TYPE ST	BALE	273.000	3,822.00
		260.000	3,640.00
		0.000	0.00
0010                          L021.11	20.00	427.000	8,540.00
EROSION CHECKS, TYPE ST-A	BALE	427.000	8,540.00
		334.000	6,680.00
		0.000	0.00
0011                          L021.15	14.00	129.000	1,806.00
EROSION CHECKS, TYPE ST-HV	BALE	129.000	1,806.00
		120.000	1,680.00
		0.000	0.00
0012                          L021.21	14.00	54.000	756.00
EROSION CHECKS, TYPE AA	BALE	54.000	756.00
		53.000	742.00
		0.000	0.00
0013                          L022.11	7.00	4,914.000	34,398.00
FABRIC SILT FENCE-LOW POROSITY	m	4,914.000	34,398.00
		3,459.880	24,219.16
		306.650	2,146.55
0014                          L022.12	10.00	27.000	270.00
FABRIC SILT FENCE-HIGH POROSITY	m	27.000	270.00
		0.000	0.00
		0.000	0.00
0015                          0030.10	90,000.00	1.000	90,000.00
MOBILIZATION	LS	1.000	90,000.00
		1.000	90,000.00
		0.000	0.00
0016                          1000.00	35.00	1,632.000	57,120.00
LARGE TREE REMOVAL	EACH	1,632.000	57,120.00
		1,095.000	38,325.00
		0.000	0.00
0017                          1010.00	2.60	368,531.000	958,180.60
EXCAVATION	m3	0.000	0.00
		0.000	0.00
		0.000	0.00
0018                          1011.00	1.20	4,907.000	5,888.40
WATER	kL	4,907.000	5,888.40
		532.010	638.41
		454.400	545.28
0019                          1012.00	65.00	181.000	11,765.00
RIGHT-OF-WAY MARKERS	EACH	181.000	11,765.00
		104.000	6,760.00
		0.000	0.00
0020                          1040.05	0.25	14,390.000	3,597.50
TEMPORARY SLOPE PROTECTION	m2	14,390.000	3,597.50
		4,885.000	1,221.25
		0.000	0.00
0021                          1043.50	2.60	2,869.000	7,459.40
RIPRAP FILTER FABRIC	m2	2,869.000	7,459.40
		2,926.560	7,609.06
		0.000	0.00
0022                          1090.00	2,000.00	1.000	2,000.00
ABANDON WELLS	EACH	1.000	2,000.00
		0.000	0.00
		0.000	0.00
0023                          1101.00	4.00	38,224.000	152,896.00
REMOVE PAVEMENT	m2	0.000	0.00
		0.000	0.00
		21,308.500	85,234.00
0024                          1102.00	5.50	955.000	5,252.50
REMOVE ASPHALT SURFACE	m2	955.000	5,252.50
		236.000	1,298.00
		0.000	0.00
0025                          1106.00	4.00	2,317.000	9,268.00
REMOVE DRIVEWAY	m2	2,317.000	9,268.00
		2,443.000	9,772.00
		0.000	0.00
0026                          1111.10	60.00	21.000	1,260.00
REMOVE BRICK WALL	m	21.000	1,260.00
		21.000	1,260.00
		0.000	0.00
0027                          1121.00	250.00	15.000	3,750.00
REMOVE CONCRETE FLUME	EACH	15.000	3,750.00
		15.000	3,750.00
		0.000	0.00
0028                          1124.00	10,000.00	1.000	10,000.00
REMOVE BUILDING	EACH	1.000	10,000.00
AT STA. 126+37.107 RT.		1.000	10,000.00
		0.000	0.00
0029                          1125.00	3,500.00	1.000	3,500.00
CLEAR TRACT	EACH	1.000	3,500.00
AT STA. 90+00 TO STA. 91+20.6 LT.		1.000	3,500.00
		0.000	0.00
0030                          1125.01	2,500.00	1.000	2,500.00
CLEAR TRACT	EACH	1.000	2,500.00
AT STA. 125+98.181 TO STA. 127+78.384 RT		1.000	2,500.00
		0.000	0.00
0031                          1128.50	5.00	527.000	2,635.00
REMOVE SLAB	m2	527.000	2,635.00
		527.000	2,635.00
		0.000	0.00
0032                          1136.01	1,500.00	1.000	1,500.00
REMOVE	EACH	1.000	1,500.00
STRUCTURE AT STA. 1066+83.724 RT.		1.000	1,500.00
		0.000	0.00
0033                          1701.18	75.00	36.000	2,700.00
450 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	36.000	2,700.00
		41.400	3,105.00
		0.000	0.00
0034                          1701.24	102.00	197.000	20,094.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	197.000	20,094.00
		189.400	19,318.80
		0.000	0.00
0035                          1701.36	224.00	18.000	4,032.00
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	18.000	4,032.00
		0.000	0.00
		-18.000	-4,032.00
0036                          6104.00	9.00	2,006.000	18,054.00
BROKEN CONCRETE RIPRAP	Mg	2,006.000	18,054.00
		2,006.000	18,054.00
		0.000	0.00
0037                          7308.10	750.00	2.000	1,500.00
REMOVE SIGN	EACH	2.000	1,500.00
		2.000	1,500.00
		0.000	0.00
0038                          9110.01	110.00	150.000	16,500.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	150.000	16,500.00
		57.920	6,371.20
		4.550	500.50
0039                          9110.03	70.00	150.000	10,500.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	150.000	10,500.00
		87.860	6,150.20
		0.000	0.00
0040                          9110.07	90.00	150.000	13,500.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	150.000	13,500.00
		127.680	11,491.20
		4.060	365.40
4001                          1136.10	2,100.00	0.000	0.00
REMOVE	LS	1.000	2,100.00
cattle chute		1.000	2,100.00
		0.000	0.00
4002                          1111.00	10.33	0.000	0.00
REMOVE FENCE	m	228.750	2,362.99
salvage		228.750	2,362.99
		0.000	0.00
4003                          2011.05	23.60	0.000	0.00
CRUSHED ROCK FOR TEMPORARY SURFACING	Mg	45.360	1,070.50
		283.510	6,690.84
		0.000	0.00
4004                          2011.05	23.60	0.000	0.00
CRUSHED ROCK FOR TEMPORARY SURFACING	Mg	45.360	1,070.50
		286.160	6,753.37
		0.090	2.12
4005                          9110.80	140.00	0.000	0.00
RENTAL	HOUR	20.000	2,800.00
Excavator fully operated (item408 in con)		26.500	3,710.00
		0.000	0.00
4006                          1010.01	2.60	0.000	0.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	314,874.000	818,672.40
		319,294.200	830,164.92
		0.000	0.00
4007                          1010.01	2.60	0.000	0.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	53,657.000	139,508.20
		57,862.740	150,443.12
		0.000	0.00
4008                          1101.00	4.00	0.000	0.00
REMOVE PAVEMENT	m2	27,912.500	111,650.00
		28,586.600	114,346.40
		830.500	3,322.00
4009                          1101.00	4.00	0.000	0.00
REMOVE PAVEMENT	m2	8,849.000	35,396.00
		7,579.550	30,318.20
		1,370.550	5,482.20
4018                          1900.01	1.00	0.000	0.00
FUEL COST ADJUSTMENT	m3	11,779.660	11,779.66
		17,498.360	17,498.36
		1,047.200	1,047.20
4019                          1090.00	2,000.00	0.000	0.00
ABANDON WELLS	EACH	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00
4020                          1900.01	1.00	0.000	0.00
FUEL COST ADJUSTMENT	m3	1,208.780	1,208.78
		3,805.240	3,805.24
		38.990	38.99
4021                          4310.15	290.00	0.000	0.00
375 mm FLARED-END SECTION	EACH	1.000	290.00
		1.000	290.00
		0.000	0.00
4026                          3001.00	0.525	0.000	0.00
BREAK CONCRETE PAVEMENT	m2	1,462.500	767.81
		1,462.500	767.81
		0.000	0.00
4030                          1101.25	8.20	0.000	0.00
SAWING PAVEMENT	m	236.000	1,935.20
		236.000	1,935.20
		0.000	0.00
4031                          0030.90		1.000
MOBILIZATION	LS	2.000	0.00
		1.000	162.00
		0.000	0.00
4034                          A001.16	450.00	0.000	0.00
PULL BOX, TYPE PB-6	EACH	1.000	450.00
		1.000	450.00
		1.000	450.00
4035                          A016.65	4,000.00	0.000	0.00
MAST ARM SIGNAL POLE, TYPE MP-14	EACH	1.000	4,000.00
		1.000	4,000.00
		1.000	4,000.00
6001                          2015.02	40.00	0.000	0.00
CRUSHED ROCK BEDDING	m3	175.870	7,034.80
		195.910	7,836.40
		0.000	0.00
6002                          2015.02	40.00	0.000	0.00
CRUSHED ROCK BEDDING	m3	175.870	7,034.80
		181.870	7,274.80
		-110.480	-4,419.20
GROUP 1 GRADING		Contracted	1,599,850.40
		Current	1,640,067.43
		In place	1,600,180.37
		This Estimate	95,143.04
GROUP 3 CONCRETE PAVEMENT
0041                          0030.30	85,000.00	1.000	85,000.00
MOBILIZATION	LS	1.000	85,000.00
		1.000	85,000.00
		0.000	0.00
0042                          1020.01	11.00	130.000	1,430.00
DELINEATOR, TYPE I	EACH	130.000	1,430.00
		130.000	1,430.00
		0.000	0.00
0043                          1020.02	12.00	11.000	132.00
DELINEATOR, TYPE II	EACH	11.000	132.00
		11.000	132.00
		0.000	0.00
0044                          2001.03	10.00	1,331.000	13,310.00
GRAVEL SURFACE COURSE	Mg	1,331.000	13,310.00
		333.390	3,333.90
		0.000	0.00
0045                          2009.10	450.00	2.871	1,291.95
GRAVEL EMBEDMENT	StaM	2.871	1,291.95
		2.871	1,291.95
		0.000	0.00
0046                          2021.00	88.00	11.000	968.00
MAILBOX POST	EACH	11.000	968.00
		10.000	880.00
		2.000	176.00
0047                          3017.40	21.10	16,244.000	342,748.40
CONCRETE CLASS 47B-20 MEDIAN SURFACING	m2	16,244.000	342,748.40
		16,182.160	341,443.58
		0.000	0.00
0048                          3075.11	22.70	3,260.000	74,002.00
155 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	3,260.000	74,002.00
		4,244.995	96,361.39
		0.000	0.00
0049                          3075.31	28.30	3,164.000	89,541.20
205 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	3,164.000	89,541.20
		3,259.510	92,244.13
		0.000	0.00
0050                          3075.41	30.90	5,769.000	178,262.10
230 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	5,769.000	178,262.10
		5,769.000	178,262.09
		0.000	0.00
0051                          3075.51	28.60	21,818.000	623,994.80
255 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	21,818.000	623,994.80
		22,644.030	647,619.25
		778.000	22,250.80
0052                          3075.55	28.80	78,554.000	2,262,355.20
255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	78,554.000	2,262,355.20
		78,554.000	2,262,355.20
		0.000	0.00
0053                          3300.50	19,200.00	1.000	19,200.00
PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING	LS	1.000	19,200.00
		0.999	19,200.00
		0.424	8,151.56
0054                          4024.55	360.00	3.600	1,296.00
FLUME SPILLWAY	m	3.600	1,296.00
		5.100	1,836.00
		0.000	0.00
0055                          4024.59	490.00	26.000	12,740.00
CONCRETE FLUME	EACH	26.000	12,740.00
		26.000	12,740.00
		0.000	0.00
0056                          4024.70	1,150.00	1.000	1,150.00
CONCRETE FLUME, TYPE I	EACH	1.000	1,150.00
		1.000	1,150.00
		0.000	0.00
0057                          4763.26	150.00	3.000	450.00
UNDERDRAIN HEADWALL	EACH	3.000	450.00
		1.000	150.00
		0.000	0.00
0058                          4765.03	11.80	2,497.000	29,464.60
100 mm PERFORATED CORRUGATED POLYETHYLENE PIPE UNDERDRAIN	m	2,497.000	29,464.60
		2,497.000	29,464.60
		0.000	0.00
0059                          4765.04	19.90	15.000	298.50
100 mm NONPERFORATED CORRUGATED POLYETHYLENE PIPE UNDERDRAIN	m	15.000	298.50
		15.000	298.50
		0.000	0.00
0060                          7502.04	5.50	2,810.000	15,455.00
100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4	m	594.000	3,267.00
		0.000	0.00
		0.000	0.00
0061                          7550.03	1.00	11,200.000	11,200.00
100 mm YELLOW EPOXY PAVEMENT MARKING	m	11,200.000	11,200.00
		8,318.000	8,318.00
		-3,984.000	-3,984.00
0062                          7550.04	1.00	11,650.000	11,650.00
100 mm WHITE EPOXY PAVEMENT MARKING	m	11,650.000	11,650.00
		9,803.000	9,803.00
		0.000	0.00
0063                          8029.04	3.97	106,141.000	421,379.77
AGGREGATE FOUNDATION COURSE 100 mm	m2	24,734.000	98,193.98
		24,734.700	98,196.77
		0.000	0.00
0064                          8060.05	120.00	97.000	11,640.00
GRANULAR SUBDRAIN	EACH	97.000	11,640.00
		97.000	11,640.00
		0.000	0.00
0065                          8111.00	400.00	100.067	40,026.80
SHOULDER SUBGRADE PREPARATION	StaM	100.067	40,026.80
		100.067	40,026.80
		0.000	0.00
0066                          9005.23	28.00	8,610.000	241,080.00
ASPHALTIC CONCRETE, TYPE SPS	Mg	8,610.000	241,080.00
		8,978.010	251,384.28
		0.000	0.00
0067                          9006.11	38.00	12,090.000	459,420.00
ASPHALTIC CONCRETE, TYPE 11	Mg	12,090.000	459,420.00
		10,211.220	388,026.36
		0.000	0.00
0068                          9009.00	5.50	2,204.000	12,122.00
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	2,204.000	12,122.00
		2,203.744	12,120.60
		114.278	628.53
0069                          9021.08	210.00	1,109.190	232,929.90
PERFORMANCE GRADED BINDER (64-28)	Mg	1,109.190	232,929.90
		847.550	177,985.50
		0.000	0.00
0070                          9034.00	5.50	2,204.000	12,122.00
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	2,204.000	12,122.00
		2,203.694	12,120.32
		114.228	628.25
0071                          9053.00	0.35	25,870.000	9,054.50
TACK COAT	L	25,870.000	9,054.50
		20,530.840	7,185.81
		-2,095.700	-733.50
0072                          9111.00	3.56	2,730.000	9,718.80
WATER	kL	2,730.000	9,718.80
		66.250	235.85
		0.000	0.00
0073                          9140.00	120.00	95.830	11,499.60
JOINT SEALING - ASPHALT TO CONCRETE	StaM	95.830	11,499.60
		98.090	11,770.80
		0.000	0.00
0074                          9170.00	325.00	85.728	27,861.60
EARTH SHOULDER CONSTRUCTION	StaM	85.728	27,861.60
		85.728	27,861.61
		0.000	0.00
0075                          9173.20	1.10	137,693.000	151,462.30
SUBGRADE PREPARATION	m2	137,693.000	151,462.30
		137,264.007	150,990.39
		7,007.036	7,707.74
0076                          9179.24	500.00	47.718	23,859.00
COLD MILLING, CLASS 4	StaM	47.718	23,859.00
		35.420	17,710.00
		0.000	0.00
0077                          9179.44	800.00	18.592	14,873.60
COLD MILLING, CLASS 4	StaM	18.592	14,873.60
TYPE A		35.515	28,412.00
		0.000	0.00
0078                          9179.54	4.00	20,242.000	80,968.00
COLD MILLING, CLASS 4	m2	20,242.000	80,968.00
TYPE B		17,001.000	68,004.00
		865.000	3,460.00
4022                          8032.04	3.97	0.000	0.00
CRUSHED CONCRETE FOUNDATION COURSE 100 mm	m2	38,300.010	152,051.04
		38,300.010	152,051.04
		0.000	0.00
4023                          8032.04	3.97	0.000	0.00
CRUSHED CONCRETE FOUNDATION COURSE 100 mm	m2	13,067.290	51,877.14
		16,574.710	65,801.60
		0.000	0.00
4028                          3014.12	50.86	0.000	0.00
COMBINATION CONCRETE CLASS 47B-25 CURB AND GUTTER	m	60.000	3,051.60
		60.000	3,051.60
		0.000	0.00
4029                          8029.74	3.35	0.000	0.00
FOUNDATION COURSE (BITUMINOUS)	m2	2,391.900	8,012.87
		2,391.900	8,012.87
		0.000	0.00
4036                          8029.76	3.97	0.000	0.00
BITUMINOUS FOUNDATION COURSE	m2	11,073.090	43,960.17
		11,121.090	44,150.73
		0.000	0.00
4037                          8029.76	3.97	0.000	0.00
BITUMINOUS FOUNDATION COURSE	m2	16,574.710	65,801.60
		16,574.710	65,801.60
		0.000	0.00
4038                          0002.75	10.00	0.000	0.00
PERMANENT PAVEMENT MARKING	m	1,839.000	18,390.00
		1,839.000	18,390.00
		0.000	0.00
4039                          0002.75	10.00	0.000	0.00
PERMANENT PAVEMENT MARKING	m	1,164.000	11,640.00
		1,164.000	11,640.00
		0.000	0.00
4040                          9033.00	290.27	0.000	0.00
CONSTRUCTING ASPHALTIC CONCRETE ISLAND NOSE	EACH	3.000	870.81
		3.000	870.81
		3.000	870.81
6003                          9300.32	58,739.91	0.000	0.00
INCENTIVE PAYMENT FOR	LS	1.000	58,739.91
		1.000	58,739.91
		0.000	0.00
6004                          9300.32	21,063.63	0.000	0.00
INCENTIVE PAYMENT FOR	LS	1.000	21,063.63
		1.000	21,063.63
		1.000	21,063.63
6005                          0096.00	-11,810.80	0.000	0.00
DEDUCTION	LS	1.000	-11,810.80
		1.000	-11,810.80
		1.000	-11,810.80
GROUP 3 CONCRETE PAVEMENT		Contracted	5,535,957.62
		Current	5,624,231.79
		In place	5,534,747.67
		This Estimate	48,409.02
GROUP 4 CULVERTS
0079                          P120.18	89.00	1.200	106.80
450 mm CULVERT PIPE, TYPE 2	m	1.200	106.80
		77.200	6,870.80
		0.000	0.00
0080                          P120.54	281.00	88.500	24,868.50
1350 mm CULVERT PIPE, TYPE 2	m	88.500	24,868.50
		88.500	24,868.50
		0.000	0.00
0081                          P200.42	203.00	65.500	13,296.50
1050 mm CULVERT PIPE, TYPE 2 OR 5	m	65.500	13,296.50
		65.500	13,296.50
		0.000	0.00
0082                          P200.54	289.00	96.500	27,888.50
1350 mm CULVERT PIPE, TYPE 2 OR 5	m	63.500	18,351.50
		62.020	17,923.78
		0.000	0.00
0083                          P200.60	338.00	41.500	14,027.00
1500 mm CULVERT PIPE, TYPE 2 OR 5	m	41.500	14,027.00
		41.500	14,027.00
		0.000	0.00
0084                          P200.72	500.00	86.000	43,000.00
1800 mm CULVERT PIPE, TYPE 2 OR 5	m	42.940	21,470.00
		42.940	21,470.00
		0.000	0.00
0085                          P400.24	84.00	181.000	15,204.00
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	181.000	15,204.00
		181.000	15,204.00
		0.000	0.00
0086                          P400.36	160.00	68.500	10,960.00
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	68.500	10,960.00
		68.500	10,960.00
		0.000	0.00
0087                          P700.15	58.00	578.000	33,524.00
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	578.000	33,524.00
		582.460	33,782.68
		0.000	0.00
0088                          P700.18	67.00	397.000	26,599.00
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	397.000	26,599.00
		435.000	29,145.00
		39.000	2,613.00
0089                          P700.21	73.00	135.000	9,855.00
525 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	135.000	9,855.00
		135.000	9,855.00
		0.000	0.00
0090                          P700.24	84.00	237.500	19,950.00
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	237.500	19,950.00
		237.500	19,950.00
		0.000	0.00
0091                          P700.27	97.00	271.000	26,287.00
675 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	271.000	26,287.00
		263.000	25,511.00
		-8.000	-776.00
0092                          P702.18	84.00	6.800	571.20
450 mm STORM SEWER PIPE, TYPE 1	m	6.800	571.20
		43.880	3,685.92
		0.000	0.00
0093                          P702.42	195.00	4.000	780.00
1050 mm STORM SEWER PIPE, TYPE 1	m	4.000	780.00
		18.440	3,595.80
		8.000	1,560.00
0094                          P702.84	604.00	100.000	60,400.00
2100 mm STORM SEWER PIPE, TYPE 1	m	0.000	0.00
		100.000	60,400.00
		100.000	60,400.00
0095                          0030.40	65,000.00	1.000	65,000.00
MOBILIZATION	LS	1.000	65,000.00
		1.000	65,000.00
		0.000	0.00
0096                          1119.00	350.00	6.000	2,100.00
REMOVE INLET	EACH	6.000	2,100.00
		6.000	2,100.00
		0.000	0.00
0097                          4002.00	2.90	1,083.000	3,140.70
CAST IRON COVER AND FRAME	kg	1,083.000	3,140.70
		1,083.000	3,140.70
		0.000	0.00
0098                          4004.00	3.00	898.000	2,694.00
CAST IRON GRATE	kg	898.000	2,694.00
		898.000	2,694.00
		0.000	0.00
0099                          4005.00	2.10	1,092.000	2,293.20
CAST IRON RING AND COVER	kg	1,092.000	2,293.20
		1,248.000	2,620.80
		156.000	327.60
0100                          4016.00	1,450.00	1.000	1,450.00
MANHOLE	EACH	1.000	1,450.00
AT STA. 117+26-15.2 m RT.		2.000	2,900.00
		1.000	1,450.00
0101                          4016.01	1,450.00	1.000	1,450.00
MANHOLE	EACH	1.000	1,450.00
AT STA. 118+75-15.2 m RT.		1.000	1,450.00
		0.000	0.00
0102                          4016.02	1,450.00	1.000	1,450.00
MANHOLE	EACH	1.000	1,450.00
AT STA. 122+10-15.2 m RT.		1.000	1,450.00
		0.000	0.00
0103                          4016.03	2,270.00	1.000	2,270.00
MANHOLE	EACH	1.000	2,270.00
AT STA. 123+90-15.2 m RT.		1.000	2,270.00
		0.000	0.00
0104                          4016.04	2,270.00	1.000	2,270.00
MANHOLE	EACH	1.000	2,270.00
AT STA. 126+53-15.2 m RT.		1.000	2,270.00
		0.000	0.00
0105                          4016.05	2,390.00	1.000	2,390.00
MANHOLE	EACH	1.000	2,390.00
AT STA. 126+61-18.7 m RT.		1.000	2,390.00
		0.000	0.00
0106                          4016.06	2,390.00	1.000	2,390.00
MANHOLE	EACH	1.000	2,390.00
AT STA. 127+61-16.7 m RT.		1.000	2,390.00
		0.000	0.00
0107                          4035.00	240.00	6.000	1,440.00
REMOVE FLARED-END SECTION	EACH	6.000	1,440.00
		6.000	1,440.00
		0.000	0.00
0108                          4040.00	360.00	30.000	10,800.00
REMOVE HEADWALLS FROM CULVERTS	EACH	30.000	10,800.00
		30.000	10,800.00
		0.000	0.00
0109                          4043.50	26.00	42.000	1,092.00
REMOVE SEWER PIPE	m	42.000	1,092.00
		42.000	1,092.00
		0.000	0.00
0110                          4045.00	5,000.00	1.000	5,000.00
REMOVE STRUCTURE	EACH	1.000	5,000.00
AT STA. 76+29		1.000	5,000.00
		0.000	0.00
0111                          4045.01	4,000.00	1.000	4,000.00
REMOVE STRUCTURE	EACH	1.000	4,000.00
AT STA. 126+72		1.000	4,000.00
		0.000	0.00
0112                          4045.02	5,000.00	1.000	5,000.00
REMOVE STRUCTURE	EACH	1.000	5,000.00
AT STA. 127+74		1.000	5,000.00
		0.000	0.00
0113                          4050.01	10.80	3,304.000	35,683.20
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	3,304.000	35,683.20
		3,442.580	37,179.87
		0.000	0.00
0114                          4051.01	11.25	3,203.000	36,033.75
EXCAVATION FOR BOX CULVERTS	m3	3,203.000	36,033.75
		3,356.580	37,761.53
		0.000	0.00
0115                          4101.06	400.00	469.711	187,884.40
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	469.711	187,884.40
		469.711	187,884.40
		0.000	0.00
0116                          4105.58	403.40	42.260	17,047.68
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	42.260	17,047.68
		47.689	19,237.74
		5.420	2,186.43
0117                          4151.00	1.60	34,643.000	55,428.80
REINFORCING STEEL FOR BOX CULVERT	kg	34,643.000	55,428.80
		34,643.000	55,428.80
		0.000	0.00
0118                          4155.50	2.22	1,070.000	2,375.40
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	1,070.000	2,375.40
		1,116.000	2,477.52
		46.000	102.12
0119                          4310.15	290.00	1.000	290.00
375 mm FLARED-END SECTION	EACH	1.000	290.00
		2.000	580.00
		0.000	0.00
0120                          4310.18	330.00	6.000	1,980.00
450 mm FLARED-END SECTION	EACH	6.000	1,980.00
		6.000	1,980.00
		0.000	0.00
0121                          4310.24	340.00	12.000	4,080.00
600 mm FLARED-END SECTION	EACH	12.000	4,080.00
		12.000	4,080.00
		0.000	0.00
0122                          4310.36	490.00	2.000	980.00
900 mm FLARED-END SECTION	EACH	2.000	980.00
		2.000	980.00
		0.000	0.00
0123                          4310.42	600.00	5.000	3,000.00
1050 mm FLARED-END SECTION	EACH	5.000	3,000.00
		5.000	3,000.00
		0.000	0.00
0124                          4310.54	910.00	6.000	5,460.00
1350 mm FLARED-END SECTION	EACH	6.000	5,460.00
		5.000	4,550.00
		0.000	0.00
0125                          4310.60	1,040.00	2.000	2,080.00
1500 mm FLARED-END SECTION	EACH	2.000	2,080.00
		2.000	2,080.00
		0.000	0.00
0126                          4310.72	1,570.00	2.000	3,140.00
1800 mm FLARED-END SECTION	EACH	2.000	3,140.00
		2.000	3,140.00
		0.000	0.00
0127                          4670.05	84.00	94.000	7,896.00
CULVERT SANDFILL	m3	94.000	7,896.00
		97.780	8,213.52
		8.320	698.88
0128                          4850.24	430.00	82.000	35,260.00
JACKING 600 mm CULVERT PIPE, TYPE	m	82.000	35,260.00
2,5,7 OR 8		82.000	35,260.00
		0.000	0.00
0129                          4850.36	591.00	18.500	10,933.50
JACKING 900 mm CULVERT PIPE, TYPE	m	18.500	10,933.50
2,5,7 OR 8		18.500	10,933.50
		0.000	0.00
0130                          4850.42	649.00	19.000	12,331.00
JACKING 1050 mm CULVERT PIPE, TYPE	m	19.000	12,331.00
2 OR 5		19.000	12,331.00
		0.000	0.00
0131                          4850.54	832.00	33.000	27,456.00
JACKING 1350 mm CULVERT PIPE, TYPE	m	0.000	0.00
2 OR 5		0.000	0.00
		0.000	0.00
0132                          4850.55	832.00	56.500	47,008.00
JACKING 1350 mm CULVERT PIPE, TYPE	m	56.500	47,008.00
2		56.500	47,008.00
		0.000	0.00
0133                          4850.72	1,356.00	45.500	61,698.00
JACKING 1800 mm CULVERT PIPE, TYPE	m	2.440	3,308.64
2 OR 5		0.000	0.00
		0.000	0.00
4012                          4300.54	483.93	0.000	0.00
1350 mm CULVERT PIPE	m	33.000	15,969.69
405 in con		33.000	15,969.69
		0.000	0.00
4013                          4300.72	820.46	0.000	0.00
1800 mm CULVERT PIPE	m	43.060	35,329.01
410 in con		43.060	35,329.01
		0.000	0.00
4014                          4850.54	1,063.00	0.000	0.00
JACKING 1350 mm CULVERT PIPE, TYPE	m	33.000	35,079.00
411 in con		33.000	35,079.00
		0.000	0.00
4015                          4850.72	1,552.38	0.000	0.00
JACKING 1800 mm CULVERT PIPE, TYPE	m	43.060	66,845.48
412 in con		43.060	66,845.48
		0.000	0.00
4016                          P702.96	155,907.18	0.000	0.00
2400 mm STORM SEWER PIPE, TYPE 1	m	1.000	155,907.18
413 in c0n		1.000	155,907.18
		0.000	0.00
4017                          2015.00	10.88	0.000	0.00
CRUSHED ROCK BEDDING	Mg	592.000	6,440.96
413 in con		180.000	1,958.40
		0.000	0.00
4027                          4018.00	1.00	0.000	0.00
TAPPING EXISTING STRUCTURE	EACH	1,181.480	1,181.48
		1.000	1.00
		0.000	0.00
4033                          4018.00	611.00	0.000	0.00
TAPPING EXISTING STRUCTURE	EACH	1.000	611.00
		1.000	611.00
		-1.000	-611.00
GROUP 4 CULVERTS		Contracted	1,001,593.13
		Current	1,141,644.57
		In place	1,214,360.12
		This Estimate	67,951.03
GROUP 5 SEEDING
0134                          L001.01	1,500.00	18.600	27,900.00
SEEDING, TYPE A	ha	18.600	27,900.00
		18.817	28,225.50
		0.000	0.00
0135                          L001.02	1,000.00	6.300	6,300.00
SEEDING, TYPE B	ha	6.300	6,300.00
		7.645	7,645.00
		0.000	0.00
0136                          L032.75	70.00	112.000	7,840.00
MULCH	Mg	112.000	7,840.00
		119.026	8,331.82
		0.000	0.00
0137                          0030.50	250.00	1.000	250.00
MOBILIZATION	LS	1.000	250.00
		1.000	250.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	42,290.00
		Current	42,290.00
		In place	44,452.32
		This Estimate	0.00
GROUP 8B ELECTRICAL
0138                          A001.01	550.00	46.000	25,300.00
PULL BOX, TYPE PB-1	EACH	46.000	25,300.00
		46.000	25,300.00
		2.000	1,100.00
0139                          A001.02	450.00	16.000	7,200.00
PULL BOX, TYPE PB-1A	EACH	16.000	7,200.00
		16.000	7,200.00
		0.000	0.00
0140                          A001.06	650.00	10.000	6,500.00
PULL BOX, TYPE PB-2A	EACH	10.000	6,500.00
		10.000	6,500.00
		0.000	0.00
0141                          A001.16	450.00	2.000	900.00
PULL BOX, TYPE PB-6	EACH	2.000	900.00
		2.000	900.00
		0.000	0.00
0142                          A004.00	430.00	24.000	10,320.00
TRAFFIC SIGNAL, TYPE TS-1	EACH	24.000	10,320.00
		24.000	10,320.00
		0.000	0.00
0143                          A004.40	450.00	16.000	7,200.00
TRAFFIC SIGNAL, TYPE TS-2	EACH	16.000	7,200.00
		16.000	7,200.00
		0.000	0.00
0144                          A006.75	750.00	16.000	12,000.00
PEDESTAL POLE, TYPE PP-3048	EACH	16.000	12,000.00
		16.000	12,000.00
		0.000	0.00
0145                          A006.98	300.00	60.000	18,000.00
VEHICLE DETECTOR, TYPE A PREFORMED	EACH	60.000	18,000.00
		60.000	18,000.00
		0.000	0.00
0146                          A007.00	350.00	73.000	25,550.00
VEHICLE DETECTOR, TYPE B PREFORMED	EACH	73.000	25,550.00
		75.000	26,250.00
		0.000	0.00
0147                          A007.08	500.00	10.000	5,000.00
VEHICLE DETECTOR, TYPE TD-3	EACH	10.000	5,000.00
		10.000	5,000.00
		0.000	0.00
0148                          A009.16	1,600.00	23.000	36,800.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.20	EACH	23.000	36,800.00
		24.000	38,400.00
		1.000	1,600.00
0149                          A011.40	5,000.00	1.000	5,000.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-11-3.7	EACH	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00
0150                          A012.05	5,500.00	4.000	22,000.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-14-3.7	EACH	4.000	22,000.00
		4.000	22,000.00
		0.000	0.00
0151                          A012.90	7,000.00	4.000	28,000.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-18.5-3.7	EACH	4.000	28,000.00
		3.000	21,000.00
		-1.000	-7,000.00
0152                          A016.65	4,000.00	1.000	4,000.00
MAST ARM SIGNAL POLE, TYPE MP-14	EACH	1.000	4,000.00
		1.000	4,000.00
		0.000	0.00
0153                          A016.80	5,500.00	2.000	11,000.00
MAST ARM SIGNAL POLE, TYPE MP-18.5	EACH	2.000	11,000.00
		2.000	11,000.00
		0.000	0.00
0154                          A070.10	6.50	791.000	5,141.50
38 mm CONDUIT IN TRENCH	m	791.000	5,141.50
		785.000	5,102.50
		10.000	65.00
0155                          A070.14	7.50	3,180.000	23,850.00
50 mm CONDUIT IN TRENCH	m	3,180.000	23,850.00
		3,180.000	23,850.00
		-3.000	-22.50
0156                          A070.18	11.00	22.000	242.00
75 mm CONDUIT IN TRENCH	m	22.000	242.00
		22.000	242.00
		0.000	0.00
0157                          A072.10	6.50	343.000	2,229.50
38 mm CONDUIT UNDER ROADWAY	m	343.000	2,229.50
		353.000	2,294.50
		-16.000	-104.00
0158                          A072.14	8.00	477.000	3,816.00
50 mm CONDUIT UNDER ROADWAY	m	477.000	3,816.00
		477.000	3,816.00
		0.000	0.00
0159                          A072.18	13.50	205.000	2,767.50
75 mm CONDUIT UNDER ROADWAY	m	205.000	2,767.50
		205.000	2,767.50
		0.000	0.00
0160                          A077.13	1.50	2,453.000	3,679.50
3/C #14 AWG TRAFFIC SIGNAL CABLE	m	2,453.000	3,679.50
		2,453.000	3,679.50
		0.000	0.00
0161                          A077.22	3.50	540.000	1,890.00
12/C #14 AWG TRAFFIC SIGNAL CABLE	m	540.000	1,890.00
		540.000	1,890.00
		0.000	0.00
0162                          A079.01	1.50	4,685.000	7,027.50
2/C #14 AWG DETECTOR LEAD-IN CABLE	m	4,685.000	7,027.50
		4,685.000	7,027.50
		0.000	0.00
0163                          A079.50	1.00	2,387.000	2,387.00
GROUNDING CONDUCTOR	m	2,387.000	2,387.00
		2,387.000	2,387.00
		0.000	0.00
0164                          A079.55	4.00	126.000	504.00
SERVICE CABLE	m	126.000	504.00
		126.000	504.00
		0.000	0.00
0165                          A080.22	1.50	1,134.000	1,701.00
STREET LIGHTING CABLE, NO. 6 BARE	m	1,134.000	1,701.00
		1,128.000	1,692.00
		-9.000	-13.50
0166                          A080.24	2.00	2,268.000	4,536.00
STREET LIGHTING CABLE, NO. 6 USE	m	2,268.000	4,536.00
		2,256.000	4,512.00
		-18.000	-36.00
0167                          A500.20	2,000.00	3.000	6,000.00
INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE TC-170	EACH	3.000	6,000.00
		3.000	6,000.00
		0.000	0.00
0168                          A600.00	400.00	8.000	3,200.00
REMOVE LIGHTING UNIT	EACH	8.000	3,200.00
		8.000	3,200.00
		0.000	0.00
0169                          A610.00	700.00	1.000	700.00
REMOVE TRAFFIC SIGNAL	EACH	1.000	700.00
AT US-6 & Q STREET		1.000	700.00
		0.000	0.00
0170                          A610.01	1,000.00	1.000	1,000.00
REMOVE TRAFFIC SIGNAL	EACH	1.000	1,000.00
AT US-6 & PACIFIC STREET		1.000	1,000.00
		0.000	0.00
0171                          A630.20	150.00	2.000	300.00
REMOVE PULL BOX	EACH	2.000	300.00
		2.000	300.00
		0.000	0.00
0172                          0030.81	10,000.00	1.000	10,000.00
MOBILIZATION	LS	1.000	10,000.00
		0.999	10,000.00
		0.009	92.38
4032                          A110.70	853.00	0.000	0.00
LUMINAIRE EXTENSION	EACH	1.000	853.00
		1.000	853.00
		0.000	0.00
4041                          A100.10	2,709.63	0.000	0.00
ELECTRICAL SERVICE	EACH	1.000	2,709.63
		1.000	2,709.63
		1.000	2,709.63
GROUP 8B ELECTRICAL		Contracted	305,741.50
		Current	309,304.13
		In place	304,597.13
		This Estimate	-1,608.99
GROUP 10 GENERAL ITEMS
0173                          0001.08	0.50	14,820.000	7,410.00
BARRICADE, TYPE II	BDAY	14,820.000	7,410.00
		101,659.000	50,829.50
		0.000	0.00
0174                          0001.10	2.20	9,066.000	19,945.20
BARRICADE, TYPE III	BDAY	9,066.000	19,945.20
		35,745.000	78,639.00
		0.000	0.00
0175                          0001.30	0.25	3,322.000	830.50
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	3,322.000	830.50
		1,890.000	472.50
		0.000	0.00
0176                          0001.90	0.40	21,796.000	8,718.40
SIGN DAY	EACH	21,796.000	8,718.40
		76,110.000	30,444.00
		0.000	0.00
0177                          0002.30	0.20	12,950.000	2,590.00
PAVEMENT MARKING REMOVAL	m	12,950.000	2,590.00
		18,735.800	3,747.16
		0.000	0.00
0178                          0002.39	2.10	12,950.000	27,195.00
TEMPORARY PAVEMENT MARKING, TYPE II	m	0.000	0.00
		0.000	0.00
		-110.000	-231.00
0179                          0003.10	187.00	100.000	18,700.00
FLAGGING	DAY	100.000	18,700.00
		134.500	25,151.50
		0.000	0.00
0180                          0003.51	35.00	1,249.000	43,715.00
INSTALL CONCRETE PROTECTION BARRIER	m	1,249.000	43,715.00
		362.490	12,687.15
		0.000	0.00
0181                          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
0182                          0030.30	15,000.00	1.000	15,000.00
MOBILIZATION	LS	1.000	15,000.00
		1.000	15,000.00
		0.000	0.00
0183                          7019.50	7,000.00	6.000	42,000.00
IMPACT ATTENUATOR	EACH	6.000	42,000.00
		3.000	21,000.00
		0.000	0.00
4010                          0002.44	0.92	0.000	0.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT	m	9,800.000	9,016.00
405 old con		36,885.900	33,935.03
		0.000	0.00
4011                          0002.44	0.92	0.000	0.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT	m	3,150.000	2,898.00
405 in con		8,305.134	7,640.72
		0.000	0.00
4024                          0002.90	38.58	0.000	0.00
FLASHING ARROW PANEL	EACH	30.000	1,157.40
		3.000	115.74
		0.000	0.00
4025                          0030.90		1.000
MOBILIZATION	LS	2.000	0.00
		1.000	110.25
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	191,104.10
		Current	177,090.75
		In place	284,772.55
		This Estimate	-231.00
Totals for contract		Contracted	8,676,536.75
		Current	8,934,356.43
		In place	8,983,110.16
		This Estimate	209,663.10