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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0049 HAWKINS CONSTRUCTION COMPANY
Contract ID:	2487
Estimate Number:	0006
Pay Period End Date:	07.12.2003

Contract Location:
I-680 TO N-36, OMAHA	Estimate Type:	PROG
Contractor:
HAWKINS CONSTRUCTION COMPANY	Date Let:	02.06.2003
2512 DEER PARK BLVD	Date Awarded:	02.13.2003
PO BOX 9008 STA C	Date Contract Executed:	02.21.2003
	Date Notice to Proceed:	02.21.2003
OMAHA NE 68109	Date Work Began:
Phone:	Date Physical Work Completed:
(402)342-1607	Date Accepted:
Escrow Agent:
Surety Co:
ST. PAUL FIRE & MARINE INSURANCE COMPANY

Counties
DOUGLAS

Project Number		PCT			Fed State Project Number		Description
21487 000		0.000			EACSTPD-133-2(110)		GRAD CONC PAVE CULV SEED BR GDRL ELEC

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$1,281,715.18	$1,071,484.55	$210,230.63
$12,941,833.38	Stockpiled Materials	$2,683.80	$5,790.43	$-3,106.63
Original Contract Amt	Gross Earnings	$1,284,398.98	$1,077,274.98	$207,124.00
$12,915,674.88	Retainage	$-12,817.15	$-10,714.85	$-2,102.30
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
9.90%	Net Earnings	$1,271,581.83	$1,066,560.13	$205,021.70
	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	$-4,180.54	$-3,375.54	$-805.00
	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	-$4,180.54	-$3,375.54	-$805.00
	Payment	$1,267,401.29	$1,063,184.59	$204,216.70
Project Manager			Div. Head/Dist. Eng.
Veverka, Frank	07.16.2003		Lech, Marvin (Marv)	07.16.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	07.17.2003
Controller Div. Processed
Burling, Laurie	07.18.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0002
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0116	4151.00	REINFORCING STEEL FOR BOX CULVERT
		S.P. Initial Payment	8,763.68	3432
		S.P. Adjustment	-1,184.48	3432
		Total for estimate 0002:	7,579.20
Est Nbr:	0003
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0116	4151.00	REINFORCING STEEL FOR BOX CULVERT
		S.P. Adjustment	-4,951.62	3432
		Total for estimate 0003:	-4,951.62
Est Nbr:	0004
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0116	4151.00	REINFORCING STEEL FOR BOX CULVERT
		S.P. Adjustment	-2,627.59	3432
		S.P. Initial Payment	2,071.15	3568
		Box 65+70
		S.P. Adjustment	-2,071.15	3568
		Box 65+70
		S.P. Initial Payment	1,052.44	3569
		Box 104+79 Rt
		S.P. Adjustment	-1,052.44	3569
		Box 104+79 Rt
		S.P. Initial Payment	3,951.95	3570
		Box 111+65
		S.P. Adjustment	-3,951.95	3570
		Box 111+65
		S.P. Initial Payment	819.59	3570
		Box 131+33
		S.P. Adjustment	-819.59	3570
		Box 131+33
		S.P. Initial Payment	1,686.76	3570
		Box 104+79
		S.P. Adjustment	-1,686.76	3570
		Box 104+79
		S.P. Initial Payment	10.16	3570
		Box 131+33
		S.P. Adjustment	-10.16	3570
		Box 131+33
		Total for estimate 0004:	-2,627.59
Est Nbr:	0005
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0116	4151.00	REINFORCING STEEL FOR BOX CULVERT
		S.P. Initial Payment	232.39	3494
		Box 150+39
		S.P. Adjustment	-232.39	3494
		Box 150+39
		S.P. Initial Payment	7,840.14	3496
		145+38, 142+03, 139+13, 134+60D Boxes.
		S.P. Adjustment	-2,049.70	3496
		145+38, 142+03, 139+13, 134+60D Boxes.
		Total for estimate 0005:	5,790.44
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0116	4151.00	REINFORCING STEEL FOR BOX CULVERT
		S.P. Adjustment	-3,106.63	3496
		145+38, 142+03, 139+13, 134+60D Boxes.
		Total for estimate 0006:	-3,106.63
		Total remaining for contract:	2,683.80

			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	76,173.00	1.000	76,173.00
MOBILIZATION	LS	1.000	76,173.00
		1.000	76,173.00
		0.000	0.00
0002                          1000.00	1,108.00	6.000	6,648.00
LARGE TREE REMOVAL	EACH	6.000	6,648.00
		3.000	3,324.00
		0.000	0.00
0003                          1009.00	29,915.00	1.000	29,915.00
GENERAL CLEARING AND GRUBBING	LS	1.000	29,915.00
		0.500	14,957.50
		0.000	0.00
0004                          1010.00	1.48	419,090.000	620,253.20
EXCAVATION	m3	419,090.000	620,253.20
		117,468.000	173,852.64
		31,136.000	46,081.28
0005                          1010.01	1.44	40,608.000	58,475.52
EXCAVATION (ESTABLISHED QUANTITY)	m3	40,608.000	58,475.52
		0.000	0.00
		0.000	0.00
0006                          1010.10	1.79	702,449.000	1,257,383.71
EXCAVATION, BORROW	m3	702,449.000	1,257,383.71
		175,317.000	313,817.43
		33,264.000	59,542.56
0007                          1011.00	5.26	22,431.000	117,987.06
WATER	kL	22,431.000	117,987.06
		0.000	0.00
		0.000	0.00
0008                          1012.00	65.37	176.000	11,505.12
RIGHT-OF-WAY MARKERS	EACH	176.000	11,505.12
		134.000	8,759.58
		0.000	0.00
0009                          1042.00	0.38	15,000.000	5,700.00
SALVAGING AND PLACING HYDRIC SOIL	m2	15,000.000	5,700.00
		0.000	0.00
		0.000	0.00
0010                          1043.50	1.36	2,482.000	3,375.52
RIPRAP FILTER FABRIC	m2	2,482.000	3,375.52
		383.000	520.88
		383.000	520.88
0011                          1090.00	942.00	3.000	2,826.00
ABANDON WELLS	EACH	3.000	2,826.00
		2.000	1,884.00
		1.000	942.00
0012                          1101.25	8.20	184.000	1,508.80
SAWING PAVEMENT	m	184.000	1,508.80
		484.500	3,972.90
		0.000	0.00
0013                          1102.00	4.09	10,760.000	44,008.40
REMOVE ASPHALT SURFACE	m2	10,760.000	44,008.40
		0.000	0.00
		0.000	0.00
0014                          1106.00	3.36	237.000	796.32
REMOVE DRIVEWAY	m2	237.000	796.32
		0.000	0.00
		0.000	0.00
0015                          1109.00	21.80	913.000	19,903.40
REMOVE CURB	m	913.000	19,903.40
		0.000	0.00
		0.000	0.00
0016                          1121.00	449.00	1.000	449.00
REMOVE CONCRETE FLUME	EACH	1.000	449.00
		0.000	0.00
		0.000	0.00
0017                          1122.01	3.36	2,149.000	7,220.64
REMOVE CONCRETE MEDIAN SURFACING	m2	2,149.000	7,220.64
		552.120	1,855.12
		0.000	0.00
0018                          1123.00	3.36	518.000	1,740.48
REMOVE CONCRETE DITCH LINER	m2	518.000	1,740.48
		0.000	0.00
		0.000	0.00
0019                          1124.00	886.00	1.000	886.00
REMOVE BUILDING	EACH	1.000	886.00
AT STA. 69+04		0.000	0.00
		0.000	0.00
0020                          1124.01	3,878.00	1.000	3,878.00
REMOVE BUILDING	EACH	1.000	3,878.00
AT STA. 69+27		0.000	0.00
		0.000	0.00
0021                          1125.00	2,105.00	1.000	2,105.00
CLEAR TRACT	EACH	1.000	2,105.00
AT STA. 68+65 TO 69+80 RT.		0.000	0.00
		0.000	0.00
0022                          1701.18	58.72	27.500	1,614.80
450 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	27.500	1,614.80
		0.000	0.00
		0.000	0.00
0023                          1701.24	64.26	103.100	6,625.21
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	103.100	6,625.21
		0.000	0.00
		0.000	0.00
0024                          1701.30	97.50	13.000	1,267.50
750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	13.000	1,267.50
		0.000	0.00
		0.000	0.00
0025                          1701.36	105.26	34.500	3,631.47
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	34.500	3,631.47
		0.000	0.00
		0.000	0.00
0026                          3017.50	66.48	401.000	26,658.48
INTERLOCKING CONCRETE PAVER BLOCK	m2	401.000	26,658.48
		0.000	0.00
		0.000	0.00
0027                          4105.59	690.20	17.900	12,354.58
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	17.900	12,354.58
		2.330	1,608.17
		0.000	0.00
0028                          4155.50	0.66	801.000	528.66
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	801.000	528.66
		0.000	0.00
		0.000	0.00
0029                          4310.18	113.01	21.000	2,373.21
450 mm FLARED-END SECTION	EACH	21.000	2,373.21
		0.000	0.00
		0.000	0.00
0030                          4310.24	119.00	4.000	476.00
600 mm FLARED-END SECTION	EACH	4.000	476.00
		0.000	0.00
		0.000	0.00
0031                          4310.30	203.00	4.000	812.00
750 mm FLARED-END SECTION	EACH	4.000	812.00
		0.000	0.00
		0.000	0.00
0032                          4310.36	291.00	4.000	1,164.00
900 mm FLARED-END SECTION	EACH	4.000	1,164.00
		0.000	0.00
		0.000	0.00
0033                          6105.02	18.91	7,148.000	135,168.68
ROCK RIPRAP, TYPE B	Mg	7,148.000	135,168.68
		414.130	7,831.20
		414.130	7,831.20
0034                          7017.00	11.08	142.000	1,573.36
REMOVE GUARDRAIL	m	142.000	1,573.36
		0.000	0.00
		0.000	0.00
0035                          9110.01	99.72	100.000	9,972.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	100.000	9,972.00
		15.500	1,545.66
		0.000	0.00
0036                          9110.03	77.56	100.000	7,756.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	100.000	7,756.00
		0.000	0.00
		0.000	0.00
0037                          9110.06	105.26	100.000	10,526.00
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	100.000	10,526.00
		1.000	105.26
		1.000	105.26
0038                          9110.07	72.02	100.000	7,202.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	100.000	7,202.00
		2.250	162.05
		0.000	0.00
0039                          9110.09	166.00	10.000	1,660.00
RENTAL OF TRACTOR AND SCRAPER, FULLY OPERATED	HOUR	10.000	1,660.00
		0.000	0.00
		0.000	0.00
0040                          L006.00	276.99	39.500	10,941.11
COVER CROP SEEDING	ha	39.500	10,941.11
		0.000	0.00
		0.000	0.00
0041                          L020.00	1.41	15,820.000	22,306.20
EROSION CONTROL	m2	15,820.000	22,306.20
		0.000	0.00
		0.000	0.00
0042                          L020.03	1.84	2,395.000	4,406.80
EROSION CONTROL, TYPE C	m2	2,395.000	4,406.80
		0.000	0.00
		0.000	0.00
0043                          L020.08	5.23	13,988.000	73,157.24
EROSION CONTROL, TYPE AA	m2	13,988.000	73,157.24
		0.000	0.00
		0.000	0.00
0044                          L020.09	11.36	2,221.000	25,230.56
EROSION CONTROL, TYPE AAA	m2	2,221.000	25,230.56
		0.000	0.00
		0.000	0.00
0045                          L020.10	1.77	2,706.000	4,789.62
EROSION CONTROL, TYPE HV	m2	2,706.000	4,789.62
		0.000	0.00
		0.000	0.00
0046                          L021.06	13.30	252.000	3,351.60
EROSION CHECKS, TYPE HV	BALE	252.000	3,351.60
		0.000	0.00
		0.000	0.00
0047                          L021.13	18.84	402.000	7,573.68
EROSION CHECKS, TYPE ST-AA	BALE	402.000	7,573.68
		0.000	0.00
		0.000	0.00
0048                          L021.14	16.62	48.000	797.76
EROSION CHECKS, TYPE ST-C	BALE	48.000	797.76
		0.000	0.00
		0.000	0.00
0049                          L021.15	16.62	144.000	2,393.28
EROSION CHECKS, TYPE ST-HV	BALE	144.000	2,393.28
		0.000	0.00
		0.000	0.00
0050                          L021.21	14.40	406.000	5,846.40
EROSION CHECKS, TYPE AA	BALE	406.000	5,846.40
		0.000	0.00
		0.000	0.00
0051                          L021.22	33.24	42.000	1,396.08
EROSION CHECKS, TYPE AAA	BALE	42.000	1,396.08
		0.000	0.00
		0.000	0.00
0052                          L022.11	7.27	4,126.000	29,996.02
FABRIC SILT FENCE-LOW POROSITY	m	4,126.000	29,996.02
		3,073.800	22,346.53
		571.800	4,156.99
0053                          L022.25	9.42	1,641.000	15,458.22
FABRIC SILT FENCE, TYPE COIR FIBER	m	1,641.000	15,458.22
		814.000	7,667.88
		0.000	0.00
0054                          L022.75	14.44	2,693.000	38,886.92
TEMPORARY SILT CHECK	m	2,693.000	38,886.92
		0.000	0.00
		0.000	0.00
0055                          P400.18	77.56	617.900	47,924.32
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	617.900	47,924.32
		0.000	0.00
		0.000	0.00
GROUP 1 GRADING		Contracted	2,798,557.93
		Current	2,798,557.93
		In place	640,383.80
		This Estimate	119,180.17
GROUP 3 CONCRETE PAVEMENT
0056                          0030.30	489,646.00	1.000	489,646.00
MOBILIZATION	LS	1.000	489,646.00
		0.083	41,130.26
		0.000	0.00
0057                          1020.01	14.68	196.000	2,877.28
DELINEATOR, TYPE I	EACH	196.000	2,877.28
		0.000	0.00
		0.000	0.00
0058                          1020.02	21.33	13.000	277.29
DELINEATOR, TYPE II	EACH	13.000	277.29
		0.000	0.00
		0.000	0.00
0059                          1020.20	28.81	24.000	691.44
INSTALL CHEVRONS	EACH	24.000	691.44
		0.000	0.00
		0.000	0.00
0060                          2001.03	15.76	164.000	2,584.64
GRAVEL SURFACE COURSE	Mg	164.000	2,584.64
		25.530	402.35
		0.000	0.00
0061                          3008.05	3.07	62.000	190.34
TIE BARS	EACH	62.000	190.34
		0.000	0.00
		0.000	0.00
0062                          3014.11	43.94	55.900	2,456.25
COMBINATION CONCRETE CLASS 47B-25 CURB AND GUTTER	m	55.900	2,456.25
		0.000	0.00
		0.000	0.00
0063                          3017.40	17.94	2,271.000	40,741.74
CONCRETE CLASS 47B-20 MEDIAN SURFACING	m2	2,271.000	40,741.74
		0.000	0.00
		0.000	0.00
0064                          3075.12	18.54	802.000	14,869.08
155 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	802.000	14,869.08
		0.000	0.00
		0.000	0.00
0065                          3075.31	22.28	4,795.000	106,832.60
205 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	4,795.000	106,832.60
		216.000	4,812.48
		0.000	0.00
0066                          3075.51	28.81	15,753.000	453,843.93
255 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	15,753.000	453,843.93
		175.000	5,041.75
		0.000	0.00
0067                          3075.55	27.03	116,885.000	3,159,401.55
255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	116,885.000	3,159,401.55
		0.000	0.00
		0.000	0.00
0068                          3275.20	6.38	53,570.000	341,776.60
CRUSH CONCRETE PAVEMENT	m2	53,570.000	341,776.60
		1,470.870	9,384.15
		0.000	0.00
0069                          3300.50	13,446.00	1.000	13,446.00
PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING	LS	1.000	13,446.00
		0.000	0.00
		0.000	0.00
0070                          3300.65	45.03	70.000	3,152.10
CONCRETE PAVEMENT THICKNESS CORE	EACH	70.000	3,152.10
		0.000	0.00
		0.000	0.00
0071                          4015.00	89.00	2.000	178.00
ADJUST MANHOLE TO GRADE	EACH	2.000	178.00
		0.000	0.00
		0.000	0.00
0072                          7492.04	1.72	17,500.000	30,100.00
100 mm WHITE THERMOPLASTIC, TYPE C	m	17,500.000	30,100.00
		0.000	0.00
		0.000	0.00
0073                          7492.05	1.72	13,000.000	22,360.00
100 mm YELLOW THERMOPLASTIC, TYPE C	m	13,000.000	22,360.00
		0.000	0.00
		0.000	0.00
0074                          8029.10	5.33	139,062.000	741,200.46
AGGREGATE FOUNDATION COURSE-D 100 mm	m2	139,062.000	741,200.46
		0.000	0.00
		0.000	0.00
0075                          8032.04	1.37	19,128.000	26,205.36
CRUSHED CONCRETE FOUNDATION COURSE 100 mm	m2	19,128.000	26,205.36
		0.000	0.00
		0.000	0.00
0076                          8060.05	99.54	335.000	33,345.90
GRANULAR SUBDRAIN	EACH	335.000	33,345.90
		3.000	298.62
		0.000	0.00
0077                          9005.30	29.26	6,430.000	188,141.80
ASPHALTIC CONCRETE, TYPE SP2(12.5)	Mg	6,430.000	188,141.80
		0.000	0.00
		0.000	0.00
0078                          9005.45	32.87	2,510.000	82,503.70
ASPHALTIC CONCRETE, TYPE SP4(12.5)	Mg	2,510.000	82,503.70
		0.000	0.00
		0.000	0.00
0079                          9009.00	6.05	600.000	3,630.00
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	600.000	3,630.00
		0.000	0.00
		0.000	0.00
0080                          9009.75	27.78	13,747.000	381,891.66
TEMPORARY SURFACING	m2	13,747.000	381,891.66
200 mm		1,371.760	38,107.49
		0.000	0.00
0081                          9009.86	13.04	20,980.000	273,579.20
SURFACING 150mm	m2	20,980.000	273,579.20
		0.000	0.00
		0.000	0.00
0082                          9021.01	252.14	482.760	121,723.11
PERFORMANCE GRADED BINDER (64-22)	Mg	482.760	121,723.11
		0.000	0.00
		0.000	0.00
0083                          9053.00	0.38	8,170.000	3,104.60
TACK COAT	L	8,170.000	3,104.60
		0.000	0.00
		0.000	0.00
0084                          9111.00	0.98	3,407.000	3,338.86
WATER	kL	3,407.000	3,338.86
		0.000	0.00
		0.000	0.00
0085                          9170.00	363.42	297.790	108,222.84
EARTH SHOULDER CONSTRUCTION	StaM	297.790	108,222.84
		0.000	0.00
		0.000	0.00
0086                          9173.20	0.88	179,590.000	158,039.20
SUBGRADE PREPARATION	m2	179,590.000	158,039.20
		0.000	0.00
		0.000	0.00
0087                          9179.24	1,421.24	48.238	68,557.78
COLD MILLING, CLASS 4	StaM	48.238	68,557.78
		0.000	0.00
		0.000	0.00
0088                          9179.44	975.62	90.950	88,732.64
COLD MILLING, CLASS 4	StaM	90.950	88,732.64
TYPE "A"		0.000	0.00
		0.000	0.00
0089                          9188.50	32.45	400.000	12,980.00
SURFACING UNDER GUARDRAIL	m2	400.000	12,980.00
		0.000	0.00
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	6,980,621.94
		Current	6,980,621.94
		In place	99,177.10
		This Estimate	0.00
GROUP 4 CULVERTS
0090                          0030.40	77,496.00	1.000	77,496.00
MOBILIZATION	LS	1.000	77,496.00
		1.000	77,496.00
		0.000	0.00
0091                          1117.00	145.00	2.000	290.00
REMOVE MANHOLE	EACH	2.000	290.00
		0.000	0.00
		0.000	0.00
0092                          1119.00	145.00	4.000	580.00
REMOVE INLET	EACH	4.000	580.00
		0.000	0.00
		0.000	0.00
0093                          4002.00	2.33	568.000	1,323.44
CAST IRON COVER AND FRAME	kg	568.000	1,323.44
		568.940	1,325.63
		57.000	132.81
0094                          4004.50	2.80	680.000	1,904.00
CAST IRON GRATE AND FRAME	kg	680.000	1,904.00
		613.240	1,717.08
		0.000	0.00
0095                          4018.00	476.00	1.000	476.00
TAPPING EXISTING STRUCTURE	EACH	1.000	476.00
		0.000	0.00
		0.000	0.00
0096                          4018.50	476.00	1.000	476.00
TAPPING EXISTING PIPE	EACH	1.000	476.00
		0.000	0.00
		0.000	0.00
0097                          4035.00	26.24	21.000	551.04
REMOVE FLARED-END SECTION	EACH	21.000	551.04
		3.000	78.72
		2.000	52.48
0098                          4035.25	66.00	4.000	264.00
REMOVE AND SALVAGE FLARED-END SECTION	EACH	4.000	264.00
		4.000	264.00
		4.000	264.00
0099                          4043.50	14.27	19.000	271.13
REMOVE SEWER PIPE	m	19.000	271.13
		0.000	0.00
		0.000	0.00
0100                          4044.00	1,156.00	1.000	1,156.00
PREPARATION OF STRUCTURE	EACH	1.000	1,156.00
AT STA. 104+79		1.000	1,156.00
		0.000	0.00
0101                          4044.01	426.00	1.000	426.00
PREPARATION OF STRUCTURE	EACH	1.000	426.00
AT STA. 111+65		1.000	426.00
		0.000	0.00
0102                          4044.02	6,066.00	1.000	6,066.00
PREPARATION OF STRUCTURE	EACH	1.000	6,066.00
AT STA. 120+98.5		1.000	6,066.00
		0.000	0.00
0103                          4044.03	237.00	1.000	237.00
PREPARATION OF STRUCTURE	EACH	1.000	237.00
AT STA. 131+33		1.000	237.00
		0.000	0.00
0104                          4044.04	189.00	1.000	189.00
PREPARATION OF STRUCTURE	EACH	1.000	189.00
AT STA. 139+13		1.000	189.00
		0.000	0.00
0105                          4044.05	377.00	1.000	377.00
PREPARATION OF STRUCTURE	EACH	1.000	377.00
AT STA. 145+38		1.000	377.00
		0.000	0.00
0106                          4044.06	755.00	1.000	755.00
PREPARATION OF STRUCTURE	EACH	1.000	755.00
AT STA. 150+39		1.000	755.00
		0.000	0.00
0107                          4045.00	2,618.00	1.000	2,618.00
REMOVE STRUCTURE	EACH	1.000	2,618.00
AT STA. 142+03		0.000	0.00
		0.000	0.00
0108                          4045.01	6,414.00	1.000	6,414.00
REMOVE STRUCTURE	EACH	1.000	6,414.00
AT STA. 135+07.6		0.000	0.00
		0.000	0.00
0109                          4045.02	1,832.00	1.000	1,832.00
REMOVE STRUCTURE	EACH	1.000	1,832.00
AT STA. 6004+44 LT.		0.000	0.00
		0.000	0.00
0110                          4045.03	207.00	1.000	207.00
REMOVE STRUCTURE	EACH	1.000	207.00
AT STA. 122+60 LT.		0.000	0.00
		0.000	0.00
0111                          4050.01	0.03	701.000	21.03
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	701.000	21.03
		51.000	1.53
		49.000	1.47
0112                          4051.01	14.63	7,569.000	110,734.47
EXCAVATION FOR BOX CULVERTS	m3	7,569.000	110,734.47
		5,049.800	73,878.58
		148.000	2,165.24
0113                          4101.06	266.41	1,088.860	290,083.19
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	1,088.860	290,083.19
		675.355	179,921.32
		95.320	25,394.20
0114                          4105.59	480.00	8.790	4,219.20
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	8.790	4,219.20
		2.290	1,099.20
		2.290	1,099.20
0115                          4107.07	407.00	9.800	3,988.60
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	9.800	3,988.60
		4.580	1,864.06
		4.070	1,656.49
0116                          4151.00	1.19	73,449.000	87,404.31
REINFORCING STEEL FOR BOX CULVERT	kg	73,449.000	87,404.31
		45,099.023	53,667.84
		6,724.310	8,001.93
0117                          4155.50	0.51	292.000	148.92
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	292.000	148.92
		21.000	10.71
		21.000	10.71
0118                          4157.00	0.51	398.000	202.98
REINFORCING STEEL FOR COLLARS	kg	398.000	202.98
		157.000	80.07
		136.000	69.36
0119                          4310.18	269.00	2.000	538.00
450 mm FLARED-END SECTION	EACH	2.000	538.00
		0.000	0.00
		0.000	0.00
0120                          4310.24	301.42	14.000	4,219.88
600 mm FLARED-END SECTION	EACH	14.000	4,219.88
		3.000	904.26
		3.000	904.26
0121                          4310.30	339.00	3.000	1,017.00
750 mm FLARED-END SECTION	EACH	3.000	1,017.00
		1.000	339.00
		1.000	339.00
0122                          4310.36	445.00	5.000	2,225.00
900 mm FLARED-END SECTION	EACH	5.000	2,225.00
		2.000	890.00
		0.000	0.00
0123                          4310.48	788.00	6.000	4,728.00
1200 mm FLARED-END SECTION	EACH	6.000	4,728.00
		2.000	1,576.00
		2.000	1,576.00
0124                          4461.24	301.00	2.000	602.00
INSTALL 600 mm CONCRETE FLARED-END SECTION	EACH	2.000	602.00
		2.000	602.00
		1.000	301.00
0125                          4461.30	339.00	1.000	339.00
INSTALL 750 mm CONCRETE FLARED-END SECTION	EACH	1.000	339.00
		0.000	0.00
		0.000	0.00
0126                          4461.42	548.00	1.000	548.00
INSTALL 1050 mm CONCRETE FLARED-END SECTION	EACH	1.000	548.00
		1.000	548.00
		1.000	548.00
0127                          4670.05	25.51	641.000	16,351.91
CULVERT SANDFILL	m3	641.000	16,351.91
		0.000	0.00
		0.000	0.00
0128                          4805.04	72.02	69.000	4,969.38
100 mm STEEL CASING	m	69.000	4,969.38
		69.000	4,969.38
		0.000	0.00
0129                          4880.48	824.33	32.000	26,378.56
JACKING 1200 mm CULVERT PIPE, TYPE 2 CLASS IV	m	32.000	26,378.56
		32.000	26,378.56
		0.000	0.00
0130                          P120.24	87.41	274.800	24,020.27
600 mm CULVERT PIPE, TYPE 2	m	274.800	24,020.27
		23.500	2,054.14
		23.500	2,054.14
0131                          P120.30	108.87	67.500	7,348.73
750 mm CULVERT PIPE, TYPE 2	m	67.500	7,348.73
		24.500	2,667.32
		24.500	2,667.32
0132                          P120.36	147.77	45.500	6,723.54
900 mm CULVERT PIPE, TYPE 2	m	45.500	6,723.54
		0.000	0.00
		0.000	0.00
0133                          P120.48	227.59	48.500	11,038.12
1200 mm CULVERT PIPE, TYPE 2	m	48.500	11,038.12
		67.200	15,294.05
		67.200	15,294.05
0134                          P128.48	235.17	32.000	7,525.44
1200 mm CULVERT PIPE, TYPE 2 CLASS IV	m	32.000	7,525.44
		0.000	0.00
		0.000	0.00
0135                          P400.18	56.20	31.500	1,770.30
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	31.500	1,770.30
		0.000	0.00
		0.000	0.00
0136                          P400.24	78.92	91.200	7,197.50
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	91.200	7,197.50
		0.000	0.00
		0.000	0.00
0137                          P400.30	101.54	40.000	4,061.60
750 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	40.000	4,061.60
		0.000	0.00
		0.000	0.00
0138                          P400.36	175.33	115.500	20,250.62
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	115.500	20,250.62
		84.000	14,727.72
		0.000	0.00
0139                          P700.18	56.00	8.500	476.00
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	8.500	476.00
		8.500	476.00
		8.500	476.00
0140                          P700.24	78.85	26.000	2,050.10
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	26.000	2,050.10
		26.000	2,050.10
		26.000	2,050.10
0141                          P702.24	78.59	10.500	825.20
600 mm STORM SEWER PIPE, TYPE 1	m	10.500	825.20
		24.500	1,925.47
		12.000	943.09
0142                          P702.30	101.71	17.000	1,729.07
750 mm STORM SEWER PIPE, TYPE 1	m	17.000	1,729.07
		0.000	0.00
		0.000	0.00
0143                          P702.42	193.00	10.000	1,930.00
1050 mm STORM SEWER PIPE, TYPE 1	m	10.000	1,930.00
		25.900	4,998.70
		25.900	4,998.70
0144                          W176.28	38.78	93.000	3,606.54
31 mm WATER SERVICE	m	93.000	3,606.54
PVC		204.500	7,930.51
		0.000	0.00
6001                          4051.01	14.63	0.000	0.00
EXCAVATION FOR BOX CULVERTS	m3	500.000	7,315.00
Removal of unsuitable soils. See item 6002 for granular materials payment.		294.330	4,306.05
		48.670	712.04
6002                          8089.00	26.641	0.000	0.00
GRANULAR MATERIAL	m3	500.000	13,320.50
Excavation for Box Culverts-Granular Material.See item 6001 for excavation of soils.		295.330	7,867.90
		48.670	1,296.62
6003                          4050.01	0.03	0.000	0.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	300.000	9.00
Removal of unsuitable soils.See item 6004 for granular materials payment.		0.000	0.00
		0.000	0.00
6004                          8089.00	14.63	0.000	0.00
GRANULAR MATERIAL	m3	300.000	4,389.00
Excavation for Pipe-Pipe Arch Culv & Hdwl-Granular Material.See Item #6003 for excavation of soils.		0.000	0.00
		0.000	0.00
GROUP 4 CULVERTS		Contracted	763,181.05
		Current	788,214.55
		In place	501,115.90
		This Estimate	73,008.21
GROUP 5 SEEDING
0145                          0030.50	1.00	1.000	1.00
MOBILIZATION	LS	1.000	1.00
		0.000	0.00
		0.000	0.00
0146                          4900.24	637.39	28.000	17,846.92
AREA INLET SEDIMENT FILTER	EACH	28.000	17,846.92
		0.000	0.00
		0.000	0.00
0147                          L001.01	1,335.11	26.300	35,113.39
SEEDING, TYPE A	ha	26.300	35,113.39
		0.000	0.00
		0.000	0.00
0148                          L001.02	1,013.80	13.200	13,382.16
SEEDING, TYPE B	ha	13.200	13,382.16
		0.000	0.00
		0.000	0.00
0149                          L020.01	5.10	5,914.000	30,161.40
EROSION CONTROL, TYPE A	m2	5,914.000	30,161.40
		0.000	0.00
		0.000	0.00
0150                          L020.07	3.38	9,580.000	32,380.40
EROSION CONTROL, TYPE B-1	m2	9,580.000	32,380.40
		0.000	0.00
		0.000	0.00
0151                          L020.08	5.23	3,672.000	19,204.56
EROSION CONTROL, TYPE AA	m2	3,672.000	19,204.56
		0.000	0.00
		0.000	0.00
0152                          L020.10	1.66	24,496.000	40,663.36
EROSION CONTROL, TYPE HV	m2	24,496.000	40,663.36
		0.000	0.00
		0.000	0.00
0153                          L022.00	4.54	1,399.000	6,351.46
FABRIC SILT CHECKS	m	1,399.000	6,351.46
		0.000	0.00
		0.000	0.00
0154                          L032.75	77.56	198.000	15,356.88
MULCH	Mg	198.000	15,356.88
		0.000	0.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	210,461.53
		Current	210,461.53
		In place	0.00
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 120+78.954 R
0155                          0030.60	55,731.00	1.000	55,731.00
MOBILIZATION	LS	1.000	55,731.00
		0.000	0.00
		0.000	0.00
0156                          3050.15	196.27	144.300	28,321.76
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	144.300	28,321.76
		0.000	0.00
		0.000	0.00
0157                          3051.10	1.25	10,844.000	13,555.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	10,844.000	13,555.00
		0.000	0.00
		0.000	0.00
0158                          6000.10	2,630.00	1.000	2,630.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,630.00
		0.000	0.00
		0.000	0.00
0159                          6000.11	2,630.00	1.000	2,630.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,630.00
		0.000	0.00
		0.000	0.00
0160                          6001.50	3,924.00	1.000	3,924.00
BENT NO.1 EXCAVATION	LS	1.000	3,924.00
		0.000	0.00
		0.000	0.00
0161                          6001.51	3,924.00	1.000	3,924.00
BENT NO.2 EXCAVATION	LS	1.000	3,924.00
		0.000	0.00
		0.000	0.00
0162                          6005.35	101.83	42.000	4,276.86
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	42.000	4,276.86
		0.000	0.00
		0.000	0.00
0163                          6005.78	511.14	12.000	6,133.68
EXPANSION BEARING, TFE TYPE	EACH	12.000	6,133.68
		0.000	0.00
		0.000	0.00
0164                          6005.83	508.00	4.000	2,032.00
FIXED BEARING	EACH	4.000	2,032.00
		0.000	0.00
		0.000	0.00
0165                          6010.22	252.29	319.100	80,505.74
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	319.100	80,505.74
		0.000	0.00
		0.000	0.00
0166                          6010.26	276.38	232.400	64,230.71
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	232.400	64,230.71
		0.000	0.00
		0.000	0.00
0167                          6071.11	146,125.00	1.000	146,125.00
STEEL SUPERSTRUCTURE	LS	1.000	146,125.00
AT STA. 120+78.954		0.000	0.00
		0.000	0.00
0168                          6080.00	5.01	1,888.700	9,462.39
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	1,888.700	9,462.39
		0.000	0.00
		0.000	0.00
0169                          6131.50	1.29	39,770.000	51,303.30
EPOXY COATED REINFORCING STEEL	kg	39,770.000	51,303.30
		0.000	0.00
		0.000	0.00
0170                          6139.50	15.90	105.700	1,680.63
SUBSURFACE DRAINAGE MATTING	m2	105.700	1,680.63
		0.000	0.00
		0.000	0.00
0171                          6210.50	54.24	1,420.400	77,042.50
PIPE PILING	m	1,420.400	77,042.50
		0.000	0.00
		0.000	0.00
0172                          6310.00	109.98	275.800	30,332.48
STEEL SHEET PILING	m2	275.800	30,332.48
		0.000	0.00
		0.000	0.00
0173                          8091.00	17.39	155.500	2,704.15
GRANULAR BACKFILL	m3	155.500	2,704.15
		0.000	0.00
		0.000	0.00
GROUP 6 BRIDGE AT STA. 120+78.954 R		Contracted	586,545.19
		Current	586,545.19
		In place	0.00
		This Estimate	0.00
GROUP 6A BRIDGE AT STA. 120+78.954 L
0174                          0030.60	62,857.00	1.000	62,857.00
MOBILIZATION	LS	1.000	62,857.00
		0.000	0.00
		0.000	0.00
0175                          3050.15	193.24	163.200	31,536.77
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	163.200	31,536.77
		0.000	0.00
		0.000	0.00
0176                          3051.10	1.25	11,206.000	14,007.50
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	11,206.000	14,007.50
		0.000	0.00
		0.000	0.00
0177                          6000.10	2,630.00	1.000	2,630.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,630.00
		0.000	0.00
		0.000	0.00
0178                          6000.11	2,630.00	1.000	2,630.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,630.00
		0.000	0.00
		0.000	0.00
0179                          6001.50	3,924.00	1.000	3,924.00
BENT NO.1 EXCAVATION	LS	1.000	3,924.00
		0.000	0.00
		0.000	0.00
0180                          6001.51	3,924.00	1.000	3,924.00
BENT NO.2 EXCAVATION	LS	1.000	3,924.00
		0.000	0.00
		0.000	0.00
0181                          6005.35	101.75	43.400	4,415.95
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	43.400	4,415.95
		0.000	0.00
		0.000	0.00
0182                          6005.78	511.14	12.000	6,133.68
EXPANSION BEARING, TFE TYPE	EACH	12.000	6,133.68
		0.000	0.00
		0.000	0.00
0183                          6005.83	508.00	4.000	2,032.00
FIXED BEARING	EACH	4.000	2,032.00
		0.000	0.00
		0.000	0.00
0184                          6010.22	251.45	311.800	78,402.11
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	311.800	78,402.11
		0.000	0.00
		0.000	0.00
0185                          6010.26	312.58	243.800	76,207.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	243.800	76,207.00
		0.000	0.00
		0.000	0.00
0186                          6040.00	64,120.00	1.000	64,120.00
REMOVE STRUCTURE	EACH	1.000	64,120.00
AT STA. 121+28		0.000	0.00
		0.000	0.00
0187                          6071.11	150,658.00	1.000	150,658.00
STEEL SUPERSTRUCTURE	LS	1.000	150,658.00
AT STA. 120+78.954		0.000	0.00
		0.000	0.00
0188                          6080.00	5.01	1,861.800	9,327.62
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	1,861.800	9,327.62
		0.000	0.00
		0.000	0.00
0189                          6131.50	1.29	40,675.000	52,470.75
EPOXY COATED REINFORCING STEEL	kg	40,675.000	52,470.75
		0.000	0.00
		0.000	0.00
0190                          6139.50	16.07	110.200	1,770.91
SUBSURFACE DRAINAGE MATTING	m2	110.200	1,770.91
		0.000	0.00
		0.000	0.00
0191                          6210.50	54.24	1,420.400	77,042.50
PIPE PILING	m	1,420.400	77,042.50
		0.000	0.00
		0.000	0.00
0192                          6310.00	109.61	286.000	31,348.46
STEEL SHEET PILING	m2	286.000	31,348.46
		0.000	0.00
		0.000	0.00
0193                          8091.00	17.43	155.500	2,710.37
GRANULAR BACKFILL	m3	155.500	2,710.37
		0.000	0.00
		0.000	0.00
GROUP 6A BRIDGE AT STA. 120+78.954 L		Contracted	678,148.62
		Current	678,148.62
		In place	0.00
		This Estimate	0.00
GROUP 6B BRIDGES AT STA. 6003+97.844
0194                          0030.60	41,045.00	1.000	41,045.00
MOBILIZATION	LS	1.000	41,045.00
		0.000	0.00
		0.000	0.00
0195                          3050.15	178.43	176.600	31,510.74
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	176.600	31,510.74
		0.000	0.00
		0.000	0.00
0196                          3051.10	1.26	10,960.000	13,809.60
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	10,960.000	13,809.60
		0.000	0.00
		0.000	0.00
0197                          6000.10	2,575.00	1.000	2,575.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,575.00
		0.000	0.00
		0.000	0.00
0198                          6000.11	2,575.00	1.000	2,575.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,575.00
		0.000	0.00
		0.000	0.00
0199                          6005.60	382.00	10.000	3,820.00
ELASTOMERIC BEARING	EACH	10.000	3,820.00
		0.000	0.00
		0.000	0.00
0200                          6010.22	246.64	61.500	15,168.36
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	61.500	15,168.36
		0.000	0.00
		0.000	0.00
0201                          6010.26	297.35	187.300	55,693.66
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	187.300	55,693.66
		0.000	0.00
		0.000	0.00
0202                          6011.11	99,304.00	1.000	99,304.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	99,304.00
AT STA. 6003+97.844		0.000	0.00
		0.000	0.00
0203                          6040.00	28,580.00	1.000	28,580.00
REMOVE STRUCTURE	EACH	1.000	28,580.00
AT STA. 6003+95.233		0.000	0.00
		0.000	0.00
0204                          6080.00	6.95	1,805.000	12,544.75
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	1,805.000	12,544.75
		0.000	0.00
		0.000	0.00
0205                          6131.50	1.29	21,120.000	27,244.80
EPOXY COATED REINFORCING STEEL	kg	21,120.000	27,244.80
		0.000	0.00
		0.000	0.00
0206                          6139.50	25.37	98.000	2,486.26
SUBSURFACE DRAINAGE MATTING	m2	98.000	2,486.26
		0.000	0.00
		0.000	0.00
0207                          6210.50	59.29	724.200	42,937.82
PIPE PILING	m	724.200	42,937.82
		0.000	0.00
		0.000	0.00
0208                          6310.00	109.58	361.600	39,624.13
STEEL SHEET PILING	m2	361.600	39,624.13
		0.000	0.00
		0.000	0.00
0209                          8091.00	17.42	325.000	5,661.50
GRANULAR BACKFILL	m3	325.000	5,661.50
		0.000	0.00
		0.000	0.00
GROUP 6B BRIDGES AT STA. 6003+97.844		Contracted	424,580.61
		Current	424,580.61
		In place	0.00
		This Estimate	0.00
GROUP 7 GUARDRAIL
0226                          0030.70	1,669.00	1.000	1,669.00
MOBILIZATION	LS	1.000	1,669.00
		0.000	0.00
		0.000	0.00
0227                          7011.20	55.40	135.255	7,493.13
W-BEAM GUARDRAIL	m	135.255	7,493.13
		0.000	0.00
		0.000	0.00
0228                          7011.30	72.02	80.479	5,796.10
THRIE-BEAM GUARDRAIL	m	80.479	5,796.10
		0.000	0.00
		0.000	0.00
0229                          7020.00	2,216.00	6.000	13,296.00
BRIDGE APPROACH SECTIONS	EACH	6.000	13,296.00
		0.000	0.00
		0.000	0.00
0230                          7020.60	2,216.00	2.000	4,432.00
SPECIAL BRIDGE APPROACH SECTION	EACH	2.000	4,432.00
		0.000	0.00
		0.000	0.00
0231                          7022.00	609.00	2.000	1,218.00
END ANCHORAGE ASSEMBLY	EACH	2.000	1,218.00
		0.000	0.00
		0.000	0.00
0232                          7022.50	5,429.00	2.000	10,858.00
BULLNOSE-3.8 m	EACH	2.000	10,858.00
		0.000	0.00
		0.000	0.00
0233                          7024.25	2,105.00	4.000	8,420.00
GUARDRAIL END TREATMENT, TYPE I	EACH	4.000	8,420.00
		0.000	0.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	53,182.22
		Current	53,182.22
		In place	0.00
		This Estimate	0.00
GROUP 8B ELECTRICAL
0234                          0030.81	7,156.00	1.000	7,156.00
MOBILIZATION	LS	1.000	7,156.00
		0.000	0.00
		0.000	0.00
0235                          A001.01	609.39	25.000	15,234.75
PULL BOX, TYPE PB-1	EACH	25.000	15,234.75
		0.000	0.00
		0.000	0.00
0236                          A001.02	553.99	13.000	7,201.87
PULL BOX, TYPE PB-1A	EACH	13.000	7,201.87
		0.000	0.00
		0.000	0.00
0237                          A001.06	720.00	4.000	2,880.00
PULL BOX, TYPE PB-2A	EACH	4.000	2,880.00
		0.000	0.00
		0.000	0.00
0238                          A004.00	720.18	16.000	11,522.88
TRAFFIC SIGNAL, TYPE TS-1	EACH	16.000	11,522.88
		0.000	0.00
		0.000	0.00
0239                          A004.04	1,330.00	4.000	5,320.00
TRAFFIC SIGNAL, TYPE TS-1LL	EACH	4.000	5,320.00
		0.000	0.00
		0.000	0.00
0240                          A004.40	665.00	9.000	5,985.00
TRAFFIC SIGNAL, TYPE TS-2	EACH	9.000	5,985.00
		0.000	0.00
		0.000	0.00
0241                          A005.25	9,972.00	1.000	9,972.00
TRAFFIC SIGNAL CONTROLLER, TYPE TC-170	EACH	1.000	9,972.00
		0.000	0.00
		0.000	0.00
0242                          A006.85	776.00	9.000	6,984.00
PEDESTAL POLE, TYPE PP-3.0	EACH	9.000	6,984.00
		0.000	0.00
		0.000	0.00
0243                          A006.98	304.69	71.000	21,632.99
VEHICLE DETECTOR, TYPE A PREFORMED	EACH	71.000	21,632.99
		0.000	0.00
		0.000	0.00
0244                          A007.00	332.39	44.000	14,625.16
VEHICLE DETECTOR, TYPE B PREFORMED	EACH	44.000	14,625.16
		0.000	0.00
		0.000	0.00
0245                          A007.08	499.00	4.000	1,996.00
VEHICLE DETECTOR, TYPE TD-3	EACH	4.000	1,996.00
		0.000	0.00
		0.000	0.00
0246                          A009.16	2,105.15	15.000	31,577.25
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.20	EACH	15.000	31,577.25
		0.000	0.00
		0.000	0.00
0247                          A012.60	5,374.00	3.000	16,122.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-15.5-3.7	EACH	3.000	16,122.00
		0.000	0.00
		0.000	0.00
0248                          A012.90	6,648.00	1.000	6,648.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-18.5-3.7	EACH	1.000	6,648.00
		0.000	0.00
		0.000	0.00
0249                          A013.02	8,310.00	4.000	33,240.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-23.0-3.7	EACH	4.000	33,240.00
		0.000	0.00
		0.000	0.00
0250                          A020.30	1,385.00	2.000	2,770.00
LIGHTING CONTROL CENTER, TYPE R	EACH	2.000	2,770.00
		0.000	0.00
		0.000	0.00
0251                          A070.10	6.65	750.000	4,987.50
38 mm CONDUIT IN TRENCH	m	750.000	4,987.50
		0.000	0.00
		0.000	0.00
0252                          A070.14	7.76	1,718.500	13,335.56
50 mm CONDUIT IN TRENCH	m	1,718.500	13,335.56
		0.000	0.00
		0.000	0.00
0253                          A072.10	7.20	188.000	1,353.60
38 mm CONDUIT UNDER ROADWAY	m	188.000	1,353.60
		0.000	0.00
		0.000	0.00
0254                          A072.14	8.31	329.900	2,741.47
50 mm CONDUIT UNDER ROADWAY	m	329.900	2,741.47
		0.000	0.00
		0.000	0.00
0255                          A072.18	13.30	214.600	2,854.18
75 mm CONDUIT UNDER ROADWAY	m	214.600	2,854.18
		0.000	0.00
		0.000	0.00
0256                          A074.14	38.78	21.800	845.40
50 mm CONDUIT, JACKED	m	21.800	845.40
		0.000	0.00
		0.000	0.00
0257                          A077.13	1.16	1,265.800	1,468.33
3/C #14 AWG TRAFFIC SIGNAL CABLE	m	1,265.800	1,468.33
		0.000	0.00
		0.000	0.00
0258                          A077.22	3.88	394.200	1,529.50
12/C #14 AWG TRAFFIC SIGNAL CABLE	m	394.200	1,529.50
		0.000	0.00
		0.000	0.00
0259                          A079.01	1.16	2,391.800	2,774.49
2/C #14 AWG DETECTOR LEAD-IN CABLE	m	2,391.800	2,774.49
		0.000	0.00
		0.000	0.00
0260                          A079.50	1.11	1,416.800	1,572.65
GROUNDING CONDUCTOR	m	1,416.800	1,572.65
		0.000	0.00
		0.000	0.00
0261                          A079.55	2.77	120.000	332.40
SERVICE CABLE	m	120.000	332.40
		0.000	0.00
		0.000	0.00
0262                          A080.22	1.38	988.000	1,363.44
STREET LIGHTING CABLE, NO. 6 BARE	m	988.000	1,363.44
		0.000	0.00
		0.000	0.00
0263                          A080.24	1.77	1,876.000	3,320.52
STREET LIGHTING CABLE, NO. 6 USE	m	1,876.000	3,320.52
		0.000	0.00
		0.000	0.00
0264                          A081.00	2.22	270.100	599.62
6 PAIR COMMUNICATION CABLE	m	270.100	599.62
		0.000	0.00
		0.000	0.00
0265                          A500.20	2,216.00	1.000	2,216.00
INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE TC-170	EACH	1.000	2,216.00
		0.000	0.00
		0.000	0.00
0266                          A610.00	1,858.00	1.000	1,858.00
REMOVE TRAFFIC SIGNAL	EACH	1.000	1,858.00
AT N-133 & 103RD STREET		0.000	0.00
		0.000	0.00
0267                          A610.01	3,712.00	1.000	3,712.00
REMOVE TRAFFIC SIGNAL	EACH	1.000	3,712.00
AT N-133 & N-36		0.000	0.00
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	247,732.56
		Current	247,732.56
		In place	0.00
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0268                          0001.08	0.50	24,470.000	12,235.00
BARRICADE, TYPE II	BDAY	24,470.000	12,235.00
		6,458.000	3,229.00
		1,328.000	664.00
0269                          0001.10	1.06	41,392.000	43,875.52
BARRICADE, TYPE III	BDAY	41,392.000	43,875.52
		5,804.000	6,152.24
		980.000	1,038.80
0270                          0001.75	2.77	420.000	1,163.40
TEMPORARY SIGN DAY	EACH	420.000	1,163.40
		0.000	0.00
		0.000	0.00
0271                          0001.90	0.04	59,825.000	2,393.00
SIGN DAY	EACH	59,825.000	2,393.00
		10,586.000	423.44
		1,935.000	77.40
0272                          0001.98	0.70	14,918.000	10,442.60
CONTRACTOR FURNISHED SIGN	EACH	14,918.000	10,442.60
		1,652.000	1,156.40
		450.000	315.00
0273                          0002.30	0.51	25,000.000	12,750.00
PAVEMENT MARKING REMOVAL	m	25,000.000	12,750.00
		919.500	468.95
		0.000	0.00
0274                          0002.44	0.25	38,500.000	9,625.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT	m	38,500.000	9,625.00
		2,771.400	692.85
		0.000	0.00
0275                          0002.47	0.38	10,000.000	3,800.00
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION	m	10,000.000	3,800.00
		1,951.400	741.53
		0.000	0.00
0276                          0002.61	26.59	550.000	14,624.50
PLOWABLE PAVEMENT MARKER	EACH	550.000	14,624.50
		0.000	0.00
		0.000	0.00
0277                          0003.10	278.35	50.000	13,917.50
FLAGGING	DAY	50.000	13,917.50
		4.000	1,113.40
		3.000	835.05
0278                          0003.75	14,958.00	2.000	29,916.00
TEMPORARY TRAFFIC SIGNAL	EACH	2.000	29,916.00
		1.540	23,035.32
		1.000	14,958.00
0279                          0010.04	3,656.00	1.000	3,656.00
FIELD OFFICE	EACH	1.000	3,656.00
		1.000	3,656.00
		0.000	0.00
0280                          0020.00	0.80	2,000.000	1,600.00
TRAINING	HOUR	2,000.000	1,600.00
		0.000	0.00
		0.000	0.00
0281                          0030.10	1.00	1.000	1.00
MOBILIZATION	LS	1.000	1.00
		1.000	1.00
		0.000	0.00
0282                          9185.77	60.65	208.800	12,663.72
RUMBLE STRIPS, CONCRETE	StaM	208.800	12,663.72
		0.000	0.00
		0.000	0.00
6005                          0001.06	0.25	0.000	0.00
VERTICAL PANELS	BDAY	4,500.000	1,125.00
None.		1,473.000	368.25
		616.000	154.00
GROUP 10 GENERAL ITEMS		Contracted	172,663.24
		Current	173,788.24
		In place	41,038.38
		This Estimate	18,042.25
Totals for contract		Contracted	12,915,674.88
		Current	12,941,833.38
		In place	1,281,715.18
		This Estimate	210,230.63