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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0049 HAWKINS CONSTRUCTION COMPANY
Contract ID:	2899
Estimate Number:	0001
Pay Period End Date:	09.13.2003

Contract Location:
WEST DODGE ROAD 132nd STREET - 120th STREET	Estimate Type:	PROG
Contractor:
HAWKINS CONSTRUCTION COMPANY	Date Let:	07.31.2003
2512 DEER PARK BLVD	Date Awarded:	08.08.2003
PO BOX 9008 STA C	Date Contract Executed:	08.18.2003
	Date Notice to Proceed:	08.18.2003
OMAHA NE 68109	Date Work Began:	09.02.2003
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
21899 000		0.000			EACNH-6-7(164)		GR CP CULV ELEC SIGN

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$133,348.67	$.00	$133,348.67
$5,021,822.65	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$133,348.67	$.00	$133,348.67
$5,021,822.65	Retainage	$-1,333.49	$.00	$-1,333.49
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
2.66%	Net Earnings	$132,015.18	$.00	$132,015.18
	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	$1.45	$.00	$1.45
	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	$1.45	$.00	$1.45
	Payment	$132,016.63	$.00	$132,016.63
Project Manager			Div. Head/Dist. Eng.
Zelensky, Rich	09.16.2003		Lech, Marvin (Marv)	09.17.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	09.17.2003
Controller Div. Processed
Burling, Laurie	09.17.2003

		Detailed breakdown of stockpiled materials
		Total remaining for contract:	0.00

			1. Contracted
			2. Current
			3. To date
Item Nbr        Item Code	Unit Price		4. This Est
Item Description	Units	Qty	Amount
GROUP 1 GRADING
0001                          0030.10	47,870.00	1.000	47,870.00
MOBILIZATION	LS	1.000	47,870.00
		0.500	23,935.00
		0.500	23,935.00
0002                          1009.00	11,041.00	1.000	11,041.00
GENERAL CLEARING AND GRUBBING	LS	1.000	11,041.00
		0.200	2,208.20
		0.200	2,208.20
0003                          1010.01	7.23	17,652.000	127,623.96
EXCAVATION (ESTABLISHED QUANTITY)	m3	17,652.000	127,623.96
		765.000	5,530.95
		765.000	5,530.95
0004                          1011.00	2.00	728.000	1,456.00
WATER	kL	728.000	1,456.00
		0.000	0.00
		0.000	0.00
0005                          1021.10	6.00	10.000	60.00
REMOVE DELINEATOR UNITS	EACH	10.000	60.00
		0.000	0.00
		0.000	0.00
0006                          1101.25	8.20	1,500.200	12,301.64
SAWING PAVEMENT	m	1,500.200	12,301.64
		241.640	1,981.45
		241.640	1,981.45
0007                          1106.00	3.63	1,859.000	6,748.17
REMOVE DRIVEWAY	m2	1,859.000	6,748.17
		0.000	0.00
		0.000	0.00
0008                          1107.00	3.63	1,268.000	4,602.84
REMOVE WALK	m2	1,268.000	4,602.84
		0.000	0.00
		0.000	0.00
0009                          1109.00	18.11	1,416.000	25,643.76
REMOVE CURB	m	1,416.000	25,643.76
		1,416.000	25,643.76
		1,416.000	25,643.76
0010                          1109.20	36.43	113.100	4,120.23
REMOVE CONCRETE BARRIER	m	113.100	4,120.23
		92.100	3,355.20
		92.100	3,355.20
0011                          1111.00	8.83	502.500	4,437.08
REMOVE FENCE	m	502.500	4,437.08
		0.000	0.00
		0.000	0.00
0012                          1114.10	22.08	120.000	2,649.60
REMOVE RETAINING WALL	m	120.000	2,649.60
		0.000	0.00
		0.000	0.00
0013                          1122.01	3.63	1,600.000	5,808.00
REMOVE CONCRETE MEDIAN SURFACING	m2	1,600.000	5,808.00
		1,495.220	5,427.65
		1,495.220	5,427.65
0014                          1124.00	13,249.00	1.000	13,249.00
REMOVE BUILDING	EACH	1.000	13,249.00
AT STA. 520+41 LT.		0.000	0.00
		0.000	0.00
0015                          1125.00	8,833.00	1.000	8,833.00
CLEAR TRACT	EACH	1.000	8,833.00
AT STA. 70+00 TO STA. 70+35 LT.		0.000	0.00
		0.000	0.00
0016                          1136.01	166.00	2.000	332.00
REMOVE	EACH	2.000	332.00
DECORATIVE LIGHT		0.000	0.00
		0.000	0.00
0017                          1136.11	6.62	60.000	397.20
REMOVE	m2	60.000	397.20
GROUTED LIMESTONE SLOPE PAVING		0.000	0.00
		0.000	0.00
0018                          3275.20	6.96	25,564.000	177,925.44
CRUSH CONCRETE PAVEMENT	m2	25,564.000	177,925.44
		5,070.210	35,288.66
		5,070.210	35,288.66
0019                          7308.00	1,104.00	2.000	2,208.00
REMOVE SIGN, STRUCTURE, AND FOUNDATION	EACH	2.000	2,208.00
		0.000	0.00
		0.000	0.00
0020                          L020.00	1.66	5,024.000	8,339.84
EROSION CONTROL	m2	5,024.000	8,339.84
		0.000	0.00
		0.000	0.00
0021                          L022.11	6.57	3,003.200	19,731.02
FABRIC SILT FENCE-LOW POROSITY	m	3,003.200	19,731.02
		332.600	2,185.18
		332.600	2,185.18
0022                          L022.12	7.45	408.400	3,042.58
FABRIC SILT FENCE-HIGH POROSITY	m	408.400	3,042.58
		0.000	0.00
		0.000	0.00
GROUP 1 GRADING		Contracted	488,420.36
		Current	488,420.36
		In place	105,556.05
		This Estimate	105,556.05
GROUP 3 CONCRETE PAVEMENT
0023                          0030.30	309,005.00	1.000	309,005.00
MOBILIZATION	LS	1.000	309,005.00
		0.059	18,231.30
		0.059	18,231.30
0024                          2021.05	304.00	2.000	608.00
REMOVE AND RESET MAILBOX	EACH	2.000	608.00
		0.000	0.00
		0.000	0.00
0025                          3008.05	3.74	831.000	3,107.94
TIE BARS	EACH	831.000	3,107.94
		0.000	0.00
		0.000	0.00
0026                          3013.30	949.00	1.000	949.00
CONCRETE CLASS 47BD-30 BARRIER TRANSITION SECTION	EACH	1.000	949.00
HEIGHT		0.000	0.00
		0.000	0.00
0027                          3013.32	659.00	2.000	1,318.00
CONCRETE CLASS 47BD-30 BARRIER TRANSITION SECTION	EACH	2.000	1,318.00
BARRIER TO CURB		0.000	0.00
		0.000	0.00
0028                          3016.21	21.46	2,762.000	59,272.52
CONCRETE CLASS 47B-20 SIDEWALKS	m2	2,762.000	59,272.52
		0.000	0.00
		0.000	0.00
0029                          3017.43	40.00	10.000	400.00
150 mm CONCRETE CLASS 47B-20 MEDIAN SURFACING	m2	10.000	400.00
		0.000	0.00
		0.000	0.00
0030                          3017.46	48.02	292.000	14,021.84
150 mm CONCRETE CLASS 47B-20 IMPRINTED MEDIAN SURFACING	m2	292.000	14,021.84
		0.000	0.00
		0.000	0.00
0031                          3020.26	25.16	1,349.000	33,940.84
CONCRETE CLASS 47B-25 DRIVEWAY	m2	1,349.000	33,940.84
		0.000	0.00
		0.000	0.00
0032                          3026.05	520.00	1.000	520.00
CONCRETE CLASS 47BD-30 BARRIER END SECTION	EACH	1.000	520.00
		0.000	0.00
		0.000	0.00
0033                          3027.00	2,672.00	2.000	5,344.00
CONCRETE CLASS 47BD-30 MEDIAN BARRIER TRANSITION SECTION	EACH	2.000	5,344.00
		0.000	0.00
		0.000	0.00
0034                          3075.52	29.38	21,238.000	623,972.44
255 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	21,238.000	623,972.44
		0.000	0.00
		0.000	0.00
0035                          3075.56	34.45	23,384.000	805,578.80
255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	23,384.000	805,578.80
		0.000	0.00
		0.000	0.00
0036                          3089.25	41.99	3,814.000	160,149.86
TEMPORARY SURFACING	m2	3,814.000	160,149.86
250 mm		0.000	0.00
		0.000	0.00
0037                          4015.00	211.00	1.000	211.00
ADJUST MANHOLE TO GRADE	EACH	1.000	211.00
		0.000	0.00
		0.000	0.00
0038                          4764.35	11.24	2,393.600	26,904.06
100 mm PERFORATED PIPE UNDERDRAIN	m	2,393.600	26,904.06
		0.000	0.00
		0.000	0.00
0039                          6010.40	307.83	895.410	275,634.06
CLASS 47BD-30 CONCRETE FOR BARRIER	m3	895.410	275,634.06
		0.000	0.00
		0.000	0.00
0040                          6131.61	1.24	173,826.000	215,544.24
EPOXY COATED REINFORCING STEEL FOR BARRIER	kg	173,826.000	215,544.24
		0.000	0.00
		0.000	0.00
0041                          7019.50	20,439.00	2.000	40,878.00
IMPACT ATTENUATOR	EACH	2.000	40,878.00
		0.000	0.00
		0.000	0.00
0042                          7019.65	2,465.00	1.000	2,465.00
RELOCATE IMPACT ATTENUATOR	EACH	1.000	2,465.00
		0.000	0.00
		0.000	0.00
0043                          7110.05	36.43	505.800	18,426.29
1.5 METER CHAIN-LINK FENCE	m	505.800	18,426.29
		0.000	0.00
		0.000	0.00
0044                          7115.05	138.00	4.000	552.00
END POST FOR 1.5 METER CHAIN-LINK FENCE	EACH	4.000	552.00
		0.000	0.00
		0.000	0.00
0045                          7116.05	166.00	1.000	166.00
CORNER POST FOR 1.5 METER CHAIN-LINK FENCE	EACH	1.000	166.00
		0.000	0.00
		0.000	0.00
0046                          7117.05	166.00	4.000	664.00
PULL POST FOR 1.5 METER CHAIN-LINK FENCE	EACH	4.000	664.00
		0.000	0.00
		0.000	0.00
0047                          7121.05	883.00	1.000	883.00
7.3 METER VEHICLE GATE FOR 1.5 METER CHAIN-LINK FENCE	EACH	1.000	883.00
		0.000	0.00
		0.000	0.00
0048                          7500.32	248.00	1.000	248.00
ARROW, PREFORMED PAVEMENT MARKING, TYPE 4	EACH	1.000	248.00
		0.000	0.00
		0.000	0.00
0049                          7500.38	331.00	1.000	331.00
ONLY, PREFORMED PAVEMENT MARKING, TYPE 4	EACH	1.000	331.00
		0.000	0.00
		0.000	0.00
0050                          7502.14	9.88	195.000	1,926.60
100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	m	195.000	1,926.60
		0.000	0.00
		0.000	0.00
0051                          7503.14	9.88	3,850.000	38,038.00
100 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	m	3,850.000	38,038.00
		0.000	0.00
		0.000	0.00
0052                          8029.10	6.12	5,000.000	30,600.00
AGGREGATE FOUNDATION COURSE-D 100 mm	m2	5,000.000	30,600.00
		0.000	0.00
		0.000	0.00
0053                          8032.04	2.79	39,622.000	110,545.38
CRUSHED CONCRETE FOUNDATION COURSE 100 mm	m2	39,622.000	110,545.38
		308.720	861.33
		308.720	861.33
0054                          9005.00	87.94	100.000	8,794.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	100.000	8,794.00
SP4(12.5)		0.000	0.00
		0.000	0.00
0055                          9009.88	31.13	4,092.000	127,383.96
SURFACING 250mm	m2	4,092.000	127,383.96
		0.000	0.00
		0.000	0.00
0056                          9031.00	1,994.00	4.000	7,976.00
CONSTRUCTING ASPHALTIC CONCRETE FLUME	EACH	4.000	7,976.00
		0.000	0.00
		0.000	0.00
0057                          9111.00	1.59	835.000	1,327.65
WATER	kL	835.000	1,327.65
		0.000	0.00
		0.000	0.00
0058                          9170.00	1,087.51	44.330	48,209.32
EARTH SHOULDER CONSTRUCTION	StaM	44.330	48,209.32
		0.000	0.00
		0.000	0.00
0059                          9173.20	1.58	45,971.000	72,634.18
SUBGRADE PREPARATION	m2	45,971.000	72,634.18
		3,459.190	5,465.52
		3,459.190	5,465.52
0060                          L001.02	4,968.31	0.800	3,974.65
SEEDING, TYPE B	ha	0.800	3,974.65
		0.000	0.00
		0.000	0.00
0061                          L010.00	4.39	9,149.000	40,164.11
SODDING	m2	9,149.000	40,164.11
		0.000	0.00
		0.000	0.00
0062                          L032.75	83.00	4.000	332.00
MULCH	Mg	4.000	332.00
		0.000	0.00
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	3,093,000.74
		Current	3,093,000.74
		In place	24,558.15
		This Estimate	24,558.15
GROUP 4 CULVERTS
0063                          0030.40	53,851.00	1.000	53,851.00
MOBILIZATION	LS	1.000	53,851.00
		0.000	0.00
		0.000	0.00
0064                          1117.00	244.00	1.000	244.00
REMOVE MANHOLE	EACH	1.000	244.00
		0.000	0.00
		0.000	0.00
0065                          1119.00	194.33	84.000	16,323.72
REMOVE INLET	EACH	84.000	16,323.72
		0.000	0.00
		0.000	0.00
0066                          1119.50	180.00	3.000	540.00
REMOVE JUNCTION BOX	EACH	3.000	540.00
		0.000	0.00
		0.000	0.00
0067                          4002.00	2.25	6,198.000	13,945.50
CAST IRON COVER AND FRAME	kg	6,198.000	13,945.50
		0.000	0.00
		0.000	0.00
0068                          4004.50	2.25	7,363.000	16,566.75
CAST IRON GRATE AND FRAME	kg	7,363.000	16,566.75
		0.000	0.00
		0.000	0.00
0069                          4005.00	1.68	624.000	1,048.32
CAST IRON RING AND COVER	kg	624.000	1,048.32
		0.000	0.00
		0.000	0.00
0070                          4015.50	643.00	4.000	2,572.00
RECONSTRUCT MANHOLE	EACH	4.000	2,572.00
		0.000	0.00
		0.000	0.00
0071                          4016.00	1,754.00	1.000	1,754.00
MANHOLE	EACH	1.000	1,754.00
AT STA. 68+30.3 RT.		0.000	0.00
		0.000	0.00
0072                          4016.01	2,853.00	1.000	2,853.00
MANHOLE	EACH	1.000	2,853.00
AT STA. 103+09 LT.		0.000	0.00
		0.000	0.00
0073                          4016.02	5,042.00	1.000	5,042.00
MANHOLE	EACH	1.000	5,042.00
AT STA. 512+44.6 LT.		0.000	0.00
		0.000	0.00
0074                          4016.03	1,749.00	1.000	1,749.00
MANHOLE	EACH	1.000	1,749.00
AT STA. 512+48 LT.		0.000	0.00
		0.000	0.00
0075                          4016.04	1,750.00	1.000	1,750.00
MANHOLE	EACH	1.000	1,750.00
AT STA. 513+24.8 RT.		0.000	0.00
		0.000	0.00
0076                          4016.05	1,650.00	1.000	1,650.00
MANHOLE	EACH	1.000	1,650.00
AT STA. 513+56.8 RT.		0.000	0.00
		0.000	0.00
0077                          4016.06	1,679.00	1.000	1,679.00
MANHOLE	EACH	1.000	1,679.00
AT STA. 514+17.4 RT.		0.000	0.00
		0.000	0.00
0078                          4016.07	1,601.00	1.000	1,601.00
MANHOLE	EACH	1.000	1,601.00
AT STA. 514+41.3 RT.		0.000	0.00
		0.000	0.00
0079                          4016.08	1,854.00	1.000	1,854.00
MANHOLE	EACH	1.000	1,854.00
AT STA. 515+00.9 RT.		0.000	0.00
		0.000	0.00
0080                          4016.09	1,615.00	1.000	1,615.00
MANHOLE	EACH	1.000	1,615.00
AT STA. 518+54.7 RT.		0.000	0.00
		0.000	0.00
0081                          4016.10	4,577.00	1.000	4,577.00
MANHOLE	EACH	1.000	4,577.00
AT STA. 522+89.8 LT.		0.000	0.00
		0.000	0.00
0082                          4016.11	1,732.00	1.000	1,732.00
MANHOLE	EACH	1.000	1,732.00
AT STA. 523+69.1 RT.		0.000	0.00
		0.000	0.00
0083                          4016.12	1,440.00	1.000	1,440.00
MANHOLE	EACH	1.000	1,440.00
AT STA. 523+99.6 RT.		0.000	0.00
		0.000	0.00
0084                          4016.13	1,878.00	1.000	1,878.00
MANHOLE	EACH	1.000	1,878.00
AT STA. 611+29.8 LT.		0.000	0.00
		0.000	0.00
0085                          4017.00	290.00	8.000	2,320.00
TAPPING EXISTING MANHOLE	EACH	8.000	2,320.00
		0.000	0.00
		0.000	0.00
0086                          4018.00	264.00	7.000	1,848.00
TAPPING EXISTING STRUCTURE	EACH	7.000	1,848.00
		0.000	0.00
		0.000	0.00
0087                          4020.25	46.10	64.100	2,955.01
CONCRETE DITCH LINING	m2	64.100	2,955.01
100 mm		0.000	0.00
		0.000	0.00
0088                          4035.00	53.00	5.000	265.00
REMOVE FLARED-END SECTION	EACH	5.000	265.00
		0.000	0.00
		0.000	0.00
0089                          4043.50	28.59	1,263.700	36,129.18
REMOVE SEWER PIPE	m	1,263.700	36,129.18
		0.000	0.00
		0.000	0.00
0090                          4054.68	31,915.00	1.000	31,915.00
TEMPORARY SHORING	LS	1.000	31,915.00
		0.000	0.00
		0.000	0.00
0091                          4093.80	126.68	17.400	2,204.23
WALL MATERIALS	m2	17.400	2,204.23
		0.000	0.00
		0.000	0.00
0092                          4095.15	13.87	20.000	277.40
COMPACTED EARTH LEVELING PAD	m	20.000	277.40
		0.000	0.00
		0.000	0.00
0093                          4102.03	440.02	264.300	116,297.29
CLASS 47B-20 CONCRETE FOR RETAINING WALL	m3	264.300	116,297.29
		0.000	0.00
		0.000	0.00
0094                          4105.59	512.44	219.160	112,306.35
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	219.160	112,306.35
		0.000	0.00
		0.000	0.00
0095                          4107.07	712.00	6.340	4,514.08
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	6.340	4,514.08
		0.000	0.00
		0.000	0.00
0096                          4152.20	1.45	21,349.000	30,956.05
EPOXY COATED REINFORCING STEEL FOR RETAINING WALL	kg	21,349.000	30,956.05
		0.000	0.00
		0.000	0.00
0097                          4155.50	0.57	11,485.000	6,546.45
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	11,485.000	6,546.45
		0.000	0.00
		0.000	0.00
0098                          4157.00	0.57	332.000	189.24
REINFORCING STEEL FOR COLLARS	kg	332.000	189.24
		0.000	0.00
		0.000	0.00
0099                          4670.05	259.00	2.040	528.36
CULVERT SANDFILL	m3	2.040	528.36
		0.000	0.00
		0.000	0.00
0100                          4852.18	408.45	31.500	12,866.18
JACKING 450 mm STORM SEWER PIPE, TYPE	m	31.500	12,866.18
1 CLASS IV		0.000	0.00
		0.000	0.00
0101                          4852.24	457.46	75.000	34,309.50
JACKING 600 mm STORM SEWER PIPE, TYPE	m	75.000	34,309.50
1 CLASS IV		0.000	0.00
		0.000	0.00
0102                          4900.24	696.00	2.000	1,392.00
AREA INLET SEDIMENT FILTER	EACH	2.000	1,392.00
		0.000	0.00
		0.000	0.00
0103                          6131.22	42.78	130.000	5,561.40
SURFACE COATING	m2	130.000	5,561.40
		0.000	0.00
		0.000	0.00
0104                          6133.15	9.38	130.000	1,219.40
ANTI-GRAFFITI COATING	m2	130.000	1,219.40
		0.000	0.00
		0.000	0.00
0105                          6139.50	13.04	372.300	4,854.79
SUBSURFACE DRAINAGE MATTING	m2	372.300	4,854.79
		0.000	0.00
		0.000	0.00
0106                          6404.00	149.05	65.000	9,688.25
PEDESTRIAN RAILING (CHAIN LINK TYPE)	m	65.000	9,688.25
		0.000	0.00
		0.000	0.00
0107                          8024.50	18.53	955.100	17,698.00
SELECT GRANULAR BACKFILL FOR RETAINED EARTH STRUCTURE	m3	955.100	17,698.00
		0.000	0.00
		0.000	0.00
0108                          P702.15	79.85	242.400	19,355.64
375 mm STORM SEWER PIPE, TYPE 1	m	242.400	19,355.64
		0.000	0.00
		0.000	0.00
0109                          P702.18	73.36	871.900	63,962.58
450 mm STORM SEWER PIPE, TYPE 1	m	871.900	63,962.58
		0.000	0.00
		0.000	0.00
0110                          P702.24	120.03	295.800	35,504.87
600 mm STORM SEWER PIPE, TYPE 1	m	295.800	35,504.87
		0.000	0.00
		0.000	0.00
0111                          P702.30	162.21	366.000	59,368.86
750 mm STORM SEWER PIPE, TYPE 1	m	366.000	59,368.86
		0.000	0.00
		0.000	0.00
0112                          P705.18	46.78	31.500	1,473.57
450 mm STORM SEWER PIPE, TYPE 1 CLASS IV	m	31.500	1,473.57
		0.000	0.00
		0.000	0.00
0113                          P705.24	80.56	75.000	6,042.00
600 mm STORM SEWER PIPE, TYPE 1 CLASS IV	m	75.000	6,042.00
		0.000	0.00
		0.000	0.00
0114                          W176.70	828.00	6.000	4,968.00
WATER SERVICE CONNECTION	EACH	6.000	4,968.00
		0.000	0.00
		0.000	0.00
GROUP 4 CULVERTS		Contracted	763,781.98
		Current	763,781.98
		In place	0.00
		This Estimate	0.00
GROUP 8B ELECTRICAL
0115                          0003.77	39,034.00	1.000	39,034.00
TEMPORARY TRAFFIC SIGNAL	EACH	1.000	39,034.00
AT 132nd STREET & NORTH FRONTAGE ROAD		0.000	0.00
		0.000	0.00
0116                          0030.81	6,691.00	1.000	6,691.00
MOBILIZATION	LS	1.000	6,691.00
		0.000	0.00
		0.000	0.00
0117                          A001.12	351.00	6.000	2,106.00
PULL BOX, TYPE PB-5	EACH	6.000	2,106.00
		0.000	0.00
		0.000	0.00
0118                          A001.16	471.00	3.000	1,413.00
PULL BOX, TYPE PB-6	EACH	3.000	1,413.00
		0.000	0.00
		0.000	0.00
0119                          A001.60	518.00	2.000	1,036.00
JUNCTION BOX	EACH	2.000	1,036.00
		0.000	0.00
		0.000	0.00
0120                          A008.62	1,855.00	3.000	5,565.00
STREET LIGHTING UNIT, TYPE SL-S-12.2-0-0.20	EACH	3.000	5,565.00
		0.000	0.00
		0.000	0.00
0121                          A008.63	2,257.82	42.000	94,828.44
STREET LIGHTING UNIT, TYPE SL-BT-12.2-0-0.20	EACH	42.000	94,828.44
		0.000	0.00
		0.000	0.00
0122                          A020.36	3,119.00	3.000	9,357.00
LIGHTING CONTROL CENTER, TYPE R-2	EACH	3.000	9,357.00
		0.000	0.00
		0.000	0.00
0123                          A069.14	10.76	79.000	850.04
25 mm CONDUIT IN TRENCH	m	79.000	850.04
		0.000	0.00
		0.000	0.00
0124                          A070.10	11.00	5.000	55.00
38 mm CONDUIT IN TRENCH	m	5.000	55.00
		0.000	0.00
		0.000	0.00
0125                          A070.14	10.65	2,543.000	27,082.95
50 mm CONDUIT IN TRENCH	m	2,543.000	27,082.95
		0.000	0.00
		0.000	0.00
0126                          A070.22	19.00	8.000	152.00
100 mm CONDUIT IN TRENCH	m	8.000	152.00
		0.000	0.00
		0.000	0.00
0127                          A072.07	9.84	22.000	216.48
19 mm CONDUIT UNDER ROADWAY	m	22.000	216.48
		0.000	0.00
		0.000	0.00
0128                          A072.08	10.79	14.000	151.06
25 mm CONDUIT UNDER ROADWAY	m	14.000	151.06
		0.000	0.00
		0.000	0.00
0129                          A072.10	11.16	15.000	167.40
38 mm CONDUIT UNDER ROADWAY	m	15.000	167.40
		0.000	0.00
		0.000	0.00
0130                          A072.14	13.20	208.000	2,745.60
50 mm CONDUIT UNDER ROADWAY	m	208.000	2,745.60
		0.000	0.00
		0.000	0.00
0131                          A079.50	1.49	265.000	394.85
GROUNDING CONDUCTOR	m	265.000	394.85
		0.000	0.00
		0.000	0.00
0132                          A079.55	3.52	20.000	70.40
SERVICE CABLE	m	20.000	70.40
NO. 3		0.000	0.00
		0.000	0.00
0133                          A079.57	2.01	25.000	50.25
SERVICE CABLE	m	25.000	50.25
NO. 8		0.000	0.00
		0.000	0.00
0134                          A079.58	2.00	5.000	10.00
SERVICE CABLE	m	5.000	10.00
NO. 10		0.000	0.00
		0.000	0.00
0135                          A080.08	3.92	7,044.000	27,612.48
STREET LIGHTING CABLE, NO. 3 XHHW	m	7,044.000	27,612.48
		0.000	0.00
		0.000	0.00
0136                          A080.24	3.08	77.000	237.16
STREET LIGHTING CABLE, NO. 6 USE	m	77.000	237.16
		0.000	0.00
		0.000	0.00
0137                          A080.26	2.78	219.000	608.82
STREET LIGHTING CABLE, NO. 6 XHHW	m	219.000	608.82
		0.000	0.00
		0.000	0.00
0138                          A080.34	2.38	5,784.000	13,765.92
STREET LIGHTING CABLE, NO. 8 XHHW	m	5,784.000	13,765.92
		0.000	0.00
		0.000	0.00
0139                          A080.36	1.87	992.000	1,855.04
STREET LIGHTING CABLE, NO. 10 XHHW	m	992.000	1,855.04
		0.000	0.00
		0.000	0.00
0140                          A600.00	145.74	65.000	9,473.10
REMOVE LIGHTING UNIT	EACH	65.000	9,473.10
		2.000	291.48
		2.000	291.48
0141                          A700.20	848.00	2.000	1,696.00
RELOCATE STREET LIGHTING UNIT	EACH	2.000	1,696.00
		0.000	0.00
		0.000	0.00
0142                          A780.00	27,389.00	1.000	27,389.00
TEMPORARY LIGHTING SYSTEM, TYPE	EACH	1.000	27,389.00
A		0.000	0.00
		0.000	0.00
0143                          A780.02	12,846.00	1.000	12,846.00
TEMPORARY LIGHTING SYSTEM, TYPE	EACH	1.000	12,846.00
B		0.000	0.00
		0.000	0.00
0144                          A780.04	9,817.00	1.000	9,817.00
TEMPORARY LIGHTING SYSTEM, TYPE	EACH	1.000	9,817.00
C		0.000	0.00
		0.000	0.00
0145                          A780.05	21,209.00	1.000	21,209.00
TEMPORARY LIGHTING SYSTEM	EACH	1.000	21,209.00
TYPE D		0.000	0.00
		0.000	0.00
0146                          A780.06	28,882.00	1.000	28,882.00
TEMPORARY LIGHTING SYSTEM	EACH	1.000	28,882.00
TYPE E		0.000	0.00
		0.000	0.00
0147                          A780.07	8,380.00	1.000	8,380.00
TEMPORARY LIGHTING SYSTEM	EACH	1.000	8,380.00
TYPE F		0.000	0.00
		0.000	0.00
0148                          A800.70	6.03	460.000	2,773.80
MAINTENANCE OF LIGHTING UNITS	DAY	460.000	2,773.80
		5.000	30.15
		5.000	30.15
GROUP 8B ELECTRICAL		Contracted	358,521.79
		Current	358,521.79
		In place	321.63
		This Estimate	321.63
GROUP 8C SIGNING
0149                          0030.82	3,251.00	1.000	3,251.00
MOBILIZATION	LS	1.000	3,251.00
		0.000	0.00
		0.000	0.00
0150                          7312.00	46,279.00	1.000	46,279.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	46,279.00
2		0.000	0.00
		0.000	0.00
0151                          7322.01	209.77	12.673	2,658.42
TYPE B SIGN	m2	12.673	2,658.42
		0.000	0.00
		0.000	0.00
0152                          7340.00	8.61	171.600	1,477.48
STRUCTURAL STEEL FOR SIGN SUPPORTS	kg	171.600	1,477.48
		0.000	0.00
		0.000	0.00
0153                          7360.24	480.00	2.000	960.00
600 mm SIGN SUPPORT FOOTING	EACH	2.000	960.00
		0.000	0.00
		0.000	0.00
0154                          A010.08	132.00	1.000	132.00
LUMINAIRE, TYPE HPS-150	EACH	1.000	132.00
		0.000	0.00
		0.000	0.00
GROUP 8C SIGNING		Contracted	54,757.89
		Current	54,757.89
		In place	0.00
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0155                          0001.08	0.50	75,985.000	37,992.50
BARRICADE, TYPE II	BDAY	75,985.000	37,992.50
		1,076.000	538.00
		1,076.000	538.00
0156                          0001.10	2.04	12,095.000	24,673.80
BARRICADE, TYPE III	BDAY	12,095.000	24,673.80
		279.000	569.16
		279.000	569.16
0157                          0001.75	3.31	700.000	2,317.00
TEMPORARY SIGN DAY	EACH	700.000	2,317.00
		60.000	198.60
		60.000	198.60
0158                          0001.90	0.39	37,784.000	14,735.76
SIGN DAY	EACH	37,784.000	14,735.76
		582.000	226.98
		582.000	226.98
0159                          0001.99	2.21	1,792.000	3,960.32
CONTRACTOR FURNISHED SIGN DAY	EACH	1,792.000	3,960.32
		0.000	0.00
		0.000	0.00
0160                          0002.30	1.38	3,382.000	4,667.16
PAVEMENT MARKING REMOVAL	m	3,382.000	4,667.16
		0.000	0.00
		0.000	0.00
0161                          0002.44	0.45	19,191.000	8,635.95
TEMPORARY PAVEMENT MARKING, TYPE PAINT	m	19,191.000	8,635.95
		0.000	0.00
		0.000	0.00
0162                          0002.47	0.83	19,191.000	15,928.53
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION	m	19,191.000	15,928.53
		0.000	0.00
		0.000	0.00
0163                          0002.97	138.01	232.000	32,018.32
FLASHING ARROW PANEL	DAY	232.000	32,018.32
		10.000	1,380.10
		10.000	1,380.10
0164                          0003.10	379.90	20.000	7,598.00
FLAGGING	DAY	20.000	7,598.00
		0.000	0.00
		0.000	0.00
0165                          0003.50	123.79	111.000	13,740.69
CONCRETE PROTECTION BARRIER	m	111.000	13,740.69
		0.000	0.00
		0.000	0.00
0166                          0005.10	138.01	305.000	42,093.05
TRAFFIC CONTROL MANAGEMENT	DAY	305.000	42,093.05
		0.000	0.00
		0.000	0.00
0167                          0010.04	4,968.00	1.000	4,968.00
FIELD OFFICE	EACH	1.000	4,968.00
		0.000	0.00
		0.000	0.00
0168                          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
0169                          0030.00	1.00	1.000	1.00
MOBILIZATION	LS	1.000	1.00
		0.000	0.00
		0.000	0.00
0170                          7019.64	4,637.00	1.000	4,637.00
TEMPORARY IMPACT ATTENUATOR	EACH	1.000	4,637.00
		0.000	0.00
		0.000	0.00
0171                          9110.01	99.37	110.000	10,930.70
RENTAL OF LOADER, FULLY OPERATED	HOUR	110.000	10,930.70
		0.000	0.00
		0.000	0.00
0172                          9110.02	110.00	10.000	1,100.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	10.000	1,100.00
		0.000	0.00
		0.000	0.00
0173                          9110.03	71.76	110.000	7,893.60
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	110.000	7,893.60
		0.000	0.00
		0.000	0.00
0174                          9110.06	104.89	100.000	10,489.00
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	100.000	10,489.00
		0.000	0.00
		0.000	0.00
0175                          9110.07	121.45	110.000	13,359.50
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	110.000	13,359.50
		0.000	0.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	263,339.88
		Current	263,339.88
		In place	2,912.84
		This Estimate	2,912.84
Totals for contract		Contracted	5,021,822.65
		Current	5,021,822.65
		In place	133,348.67
		This Estimate	133,348.67