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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	1730 WILKE CONTRACTING CORPORATION
Contract ID:	4502A1
Estimate Number:	0027
Pay Period End Date:	09.13.2003

Contract Location:
PLEASANTON NORTH AND SOUTH	Estimate Type:	PROG
Contractor:
WILKE CONTRACTING CORPORATION	Date Let:	04.18.2002
27705 115TH RD	Date Awarded:	05.07.2002
PO BOX 1205	Date Contract Executed:	05.10.2002
	Date Notice to Proceed:	05.10.2002
KEARNEY NE 68848	Date Work Began:	07.08.2002
Phone:	Date Physical Work Completed:
(308)236-9014	Date Accepted:
Escrow Agent:
Surety Co:
AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA

Counties
BUFFALO

Project Number		PCT			Fed State Project Number		Description
41502A1001		0.000			EACSTPD-BH-10-2(108)		GR BR GDRL ELEC BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$2,442,272.97	$2,418,338.16	$23,934.81
$2,416,548.28	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$2,442,272.97	$2,418,338.16	$23,934.81
$2,350,966.50	Retainage	$-24,422.73	$-24,183.38	$-239.35
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
101.06%	Net Earnings	$2,417,850.24	$2,394,154.78	$23,695.46
	Liquidated Damages	$.00	$.00	$.00
	Incentives	$.00	$.00	$.00
	Disincentives	$-21,412.71	$-21,412.71	$.00
	Other Contract Adj	$.00	$.00	$.00
	Appl of Training Adj	$.00	$.00	$.00
	Training Rates Adj	$.00	$.00	$.00
	Fuel Adj	$63.14	$63.14	$.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	-$21,349.57	-$21,349.57	$.00
	Payment	$2,396,500.67	$2,372,805.21	$23,695.46
Project Manager			Div. Head/Dist. Eng.
Kwiatkowski, Rick	09.19.2003		Meyer, Keith	09.19.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	09.19.2003
Controller Div. Processed
Burling, Laurie	09.19.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0023
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0089	A001.12	PULL BOX, TYPE PB-5
		S.P. Initial Payment	133.75	586544
		Pull Box, Type PB-5
0090	A009.14	STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25
		S.P. Initial Payment	2,388.00	600950
		Hapco 79323
0091	A020.10	LIGHTING CONTROL CENTER, TYPE D
		S.P. Initial Payment	165.00	594617
		Control Center, D 60A 240V
		Total for estimate 0023:	2,686.75
Est Nbr:	0026
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0089	A001.12	PULL BOX, TYPE PB-5
		S.P. Adjustment	-133.75	586544
		Pull Box, Type PB-5
0090	A009.14	STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25
		S.P. Adjustment	-2,388.00	600950
		Hapco 79323
0091	A020.10	LIGHTING CONTROL CENTER, TYPE D
		S.P. Adjustment	-165.00	594617
		Control Center, D 60A 240V
		Total for estimate 0026:	-2,686.75
		Total remaining for contract:	0.00

			1. Contracted
			2. Current
			3. To date
Item Nbr        Item Code	Unit Price		4. This Est
Item Description	Units	Qty	Amount
GROUP 1 GRADING
0001                          L020.00	1.79	8,081.000	14,464.99
EROSION CONTROL	m2	8,081.000	14,464.99
		8,115.501	14,526.75
		0.000	0.00
0002                          L022.11	8.47	335.000	2,837.45
FABRIC SILT FENCE-LOW POROSITY	m	335.000	2,837.45
		336.000	2,845.92
		0.000	0.00
0003                          0030.10	9,500.00	1.000	9,500.00
MOBILIZATION	LS	1.000	9,500.00
		1.000	9,500.00
		0.000	0.00
0004                          1009.00	1,250.00	1.000	1,250.00
GENERAL CLEARING AND GRUBBING	LS	1.000	1,250.00
		1.000	1,250.00
		0.000	0.00
0005                          1011.00	5.00	243.000	1,215.00
WATER	kL	243.000	1,215.00
		0.000	0.00
		0.000	0.00
0006                          1012.00	135.00	3.000	405.00
RIGHT-OF-WAY MARKERS	EACH	3.000	405.00
		2.000	270.00
		0.000	0.00
0007                          1030.00	12.35	6,065.000	74,902.75
EARTHWORK MEASURED IN EMBANKMENT	m3	6,065.000	74,902.75
		6,065.000	74,902.77
		0.000	0.00
0008                          1033.00	2,950.00	0.930	2,743.50
ROADWAY GRADING	StaM	0.930	2,743.50
		0.930	2,743.50
		0.930	2,743.50
0009                          1101.00	6.90	758.800	5,235.72
REMOVE PAVEMENT	m2	758.800	5,235.72
		758.800	5,235.72
		0.000	0.00
0010                          1120.00	820.00	1.000	820.00
REMOVE DISCHARGE STRUCTURE	EACH	1.000	820.00
		1.000	820.00
		0.000	0.00
0011                          1305.42	150.00	75.000	11,250.00
1050 mm ROUND EQUIVALENT DRIVEWAY CULVERT PIPE	m	75.000	11,250.00
		75.000	11,250.00
		0.000	0.00
0012                          4100.06	725.00	9.800	7,105.00
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL	m3	9.800	7,105.00
		9.800	7,105.00
		0.000	0.00
0013                          4150.00	2.00	774.000	1,548.00
REINFORCING STEEL FOR HEADWALL	kg	774.000	1,548.00
		796.000	1,592.00
		0.000	0.00
0014                          7017.00	5.00	299.100	1,495.50
REMOVE GUARDRAIL	m	299.100	1,495.50
		299.100	1,495.51
		0.000	0.00
4000                          1040.06	95.00	0.000	0.00
SLOPE PROTECTION MULCH	Mg	7.600	722.00
		7.600	722.00
		7.600	722.00
4001                          L001.02	1,500.00	0.000	0.00
SEEDING, TYPE B	ha	1.690	2,535.00
		1.690	2,535.00
		1.690	2,535.00
GROUP 1 GRADING		Contracted	134,772.91
		Current	138,029.91
		In place	136,794.17
		This Estimate	6,000.50
GROUP 6 BRIDGE AT STA. 103+17.3
0015                          0030.60	75,000.00	1.000	75,000.00
MOBILIZATION	LS	1.000	75,000.00
		1.000	75,000.00
		0.000	0.00
0016                          1010.01	25.00	5.000	125.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	5.000	125.00
		5.000	125.00
		0.000	0.00
0017                          1043.50	2.50	321.500	803.75
RIPRAP FILTER FABRIC	m2	321.500	803.75
		497.150	1,242.88
		0.000	0.00
0018                          3050.15	350.00	162.400	56,840.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	162.400	56,840.00
		162.400	56,840.00
		0.000	0.00
0019                          3051.10	1.25	10,069.000	12,586.25
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	10,069.000	12,586.25
		10,069.000	12,586.26
		0.000	0.00
0020                          6000.10	15,000.00	1.000	15,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	15,000.00
		1.000	15,000.00
		0.000	0.00
0021                          6000.11	15,000.00	1.000	15,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	15,000.00
		1.000	15,000.00
		0.000	0.00
0022                          6000.20	35,000.00	1.000	35,000.00
PIER NO.1 EXCAVATION	LS	1.000	35,000.00
		1.000	35,000.00
		0.000	0.00
0023                          6000.21	35,000.00	1.000	35,000.00
PIER NO.2 EXCAVATION	LS	1.000	35,000.00
		1.000	35,000.00
		0.000	0.00
0024                          6005.60	1,600.00	8.000	12,800.00
ELASTOMERIC BEARING	EACH	8.000	12,800.00
		8.000	12,800.00
		0.000	0.00
0025                          6010.22	425.00	136.200	57,885.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	136.200	57,885.00
		136.200	57,885.03
		0.000	0.00
0026                          6010.26	425.00	399.000	169,575.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	399.000	169,575.00
		399.000	169,575.00
		0.000	0.00
0027                          6030.00	211,400.00	1.000	211,400.00
PREPARATION OF BRIDGE	EACH	1.000	211,400.00
AT STA. 103+17.30		1.000	211,400.00
		0.000	0.00
0028                          6071.11	212,000.00	1.000	212,000.00
STEEL SUPERSTRUCTURE	LS	1.000	212,000.00
AT STA. 103+17.30		1.000	212,000.00
		0.000	0.00
0029                          6080.00	6.00	430.000	2,580.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	430.000	2,580.00
		430.000	2,580.00
		0.000	0.00
0030                          6105.03	50.00	386.000	19,300.00
ROCK RIPRAP, TYPE C	Mg	386.000	19,300.00
		394.181	19,709.05
		0.000	0.00
0031                          6131.50	1.20	71,121.000	85,345.20
EPOXY COATED REINFORCING STEEL	kg	71,121.000	85,345.20
		73,731.500	88,477.79
		0.000	0.00
0032                          6200.00	75.00	308.200	23,115.00
CONCRETE PILING	m	290.200	21,765.00
		296.600	22,245.00
		0.000	0.00
0142                          6200.50	45.00	0.000	0.00
PAY CUT-OFF FOR CONCRETE PILING	m	18.000	810.00
		11.600	522.00
		0.000	0.00
0145                          6960.51	1,119.30	0.000	0.00
COMPENSATION FOR ADDITIONAL COST	LS	1.000	1,119.30
Shop installed Shear Connectors		1.000	1,119.30
		0.000	0.00
0146                          6951.12	3.3075	0.000	0.00
SHEAR CONNECTORS	EACH	1,200.000	3,969.00
Field installed Shear Connectors		1,200.000	3,969.00
		0.000	0.00
0148                          6960.51	972.30	0.000	0.00
COMPENSATION FOR ADDITIONAL COST	LS	1.000	972.30
Welded separator connections		1.000	972.30
		0.000	0.00
4002                          6960.02	11,251.19	0.000	0.00
ADDITIONAL WORK	LS	1.000	11,251.19
Build and Remove Causeway		1.000	11,251.19
		1.000	11,251.19
4003                          6005.35	137.00	0.000	0.00
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	33.800	4,630.60
		33.800	4,630.60
		33.800	4,630.60
GROUP 6 BRIDGE AT STA. 103+17.3		Contracted	1,039,355.20
		Current	1,060,757.59
		In place	1,064,930.40
		This Estimate	15,881.79
GROUP 6A BRIDGE AT STA. 104+92.25
0033                          0030.60	14,000.00	1.000	14,000.00
MOBILIZATION	LS	1.000	14,000.00
		1.000	14,000.00
		0.000	0.00
0034                          1010.01	100.00	5.000	500.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	5.000	500.00
		5.000	500.00
		0.000	0.00
0035                          3050.15	390.00	18.700	7,293.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	18.700	7,293.00
		26.400	10,296.00
		0.000	0.00
0036                          3051.10	1.32	762.000	1,005.84
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	762.000	1,005.84
		2,122.000	2,801.04
		0.000	0.00
0037                          6000.10	6,500.00	1.000	6,500.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	6,500.00
		1.000	6,500.00
		0.000	0.00
0038                          6000.11	6,500.00	1.000	6,500.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	6,500.00
		1.000	6,500.00
		0.000	0.00
0039                          6010.22	430.00	83.600	35,948.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	83.600	35,948.00
		83.600	35,948.00
		0.000	0.00
0040                          6010.26	430.00	99.300	42,699.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	99.300	42,699.00
		99.300	42,699.00
		0.000	0.00
0041                          6030.00	18,000.00	1.000	18,000.00
PREPARATION OF BRIDGE	EACH	1.000	18,000.00
AT STA. 104+92.25		1.000	18,000.00
		0.000	0.00
0042                          6131.50	1.32	11,295.000	14,909.40
EPOXY COATED REINFORCING STEEL	kg	11,295.000	14,909.40
		11,295.000	14,909.40
		0.000	0.00
0043                          6200.00	91.00	130.800	11,902.80
CONCRETE PILING	m	127.300	11,584.30
		124.900	11,365.90
		0.000	0.00
0044                          6310.00	142.00	187.000	26,554.00
STEEL SHEET PILING	m2	187.000	26,554.00
		231.474	32,869.31
		0.000	0.00
0045                          6404.15	189.00	31.030	5,864.67
1.5 m PEDESTRIAN RAILING (CHAIN LINK TYPE)	m	31.030	5,864.67
		32.900	6,218.10
		0.000	0.00
0046                          6601.15	77.00	9.915	763.46
38 mm CONDUIT IN BRIDGE	m	9.915	763.46
		9.915	763.46
		0.000	0.00
0147                          6200.50	54.60	0.000	0.00
PAY CUT-OFF FOR CONCRETE PILING	m	3.500	191.10
		5.900	322.14
		0.000	0.00
GROUP 6A BRIDGE AT STA. 104+92.25		Contracted	192,440.16
		Current	192,312.77
		In place	203,692.35
		This Estimate	0.00
GROUP 6B BRIDGE AT STA. 106+70.95
0047                          0030.60	16,000.00	1.000	16,000.00
MOBILIZATION	LS	1.000	16,000.00
		1.000	16,000.00
		0.000	0.00
0048                          1010.01	100.00	5.000	500.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	5.000	500.00
		5.000	500.00
		0.000	0.00
0049                          3050.15	390.00	144.000	56,160.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	144.000	56,160.00
		144.000	56,160.00
		0.000	0.00
0050                          3051.10	1.32	8,983.000	11,857.56
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	8,983.000	11,857.56
		8,983.000	11,857.56
		0.000	0.00
0051                          6000.10	9,000.00	1.000	9,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	9,000.00
		1.000	9,000.00
		0.000	0.00
0052                          6000.11	9,000.00	1.000	9,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	9,000.00
		1.000	9,000.00
		0.000	0.00
0053                          6000.20	14,000.00	1.000	14,000.00
PIER NO.1 EXCAVATION	LS	1.000	14,000.00
		1.000	14,000.00
		0.000	0.00
0054                          6000.21	14,000.00	1.000	14,000.00
PIER NO.2 EXCAVATION	LS	1.000	14,000.00
		1.000	14,000.00
		0.000	0.00
0055                          6007.01	42.00	297.700	12,503.40
CLASS I REPAIR	m2	297.700	12,503.40
		185.628	7,796.38
		0.000	0.00
0056                          6007.02	133.00	59.500	7,913.50
CLASS II REPAIR	m2	59.500	7,913.50
		29.555	3,930.82
		0.000	0.00
0057                          6007.03	185.00	5.000	925.00
CLASS III REPAIR	m2	5.000	925.00
		2.372	438.82
		0.000	0.00
0058                          6008.40	40.00	297.700	11,908.00
PLACING, FINISHING, AND CURING CONCRETE OVERLAY-SF	m2	297.700	11,908.00
		297.726	11,909.04
		0.000	0.00
0059                          6010.22	460.00	48.800	22,448.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	48.800	22,448.00
		48.800	22,448.00
		0.000	0.00
0060                          6010.26	460.00	51.700	23,782.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	51.700	23,782.00
		52.464	24,133.44
		0.000	0.00
0061                          6016.02	510.00	17.400	8,874.00
CONCRETE FOR OVERLAYS-SF	m3	17.400	8,874.00
		26.409	13,468.59
		0.000	0.00
0062                          6030.00	21,000.00	1.000	21,000.00
PREPARATION OF BRIDGE	EACH	1.000	21,000.00
AT STA. 106+70.95		1.000	21,000.00
		0.000	0.00
0063                          6080.00	6.20	359.700	2,230.14
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	359.700	2,230.14
		359.700	2,230.14
		0.000	0.00
0064                          6131.50	1.33	10,358.000	13,776.14
EPOXY COATED REINFORCING STEEL	kg	10,358.000	13,776.14
		10,557.562	14,041.58
		0.000	0.00
0065                          6200.00	99.00	344.000	34,056.00
CONCRETE PILING	m	332.000	32,868.00
		272.900	27,017.10
		0.000	0.00
0140                          6200.50	59.40	0.000	0.00
PAY CUT-OFF FOR CONCRETE PILING	m	12.000	712.80
		10.300	611.82
		0.000	0.00
0144                          0096.00	245.70	0.000	0.00
DEDUCTION	LS	1.000	245.70
Substandard concrete strength for #2 Pavement Approach, Group 6B Bridge, Phase I		1.000	245.70
		0.000	0.00
GROUP 6B BRIDGE AT STA. 106+70.95		Contracted	289,933.74
		Current	289,704.24
		In place	279,788.99
		This Estimate	0.00
GROUP 6C BRIDGE AT STA. 107+98.90
0066                          0030.60	16,000.00	1.000	16,000.00
MOBILIZATION	LS	1.000	16,000.00
		1.000	16,000.00
		0.000	0.00
0067                          1010.01	100.00	5.000	500.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	5.000	500.00
		5.000	500.00
		0.000	0.00
0068                          3050.15	390.00	140.100	54,639.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	140.100	54,639.00
		140.100	54,639.00
		0.000	0.00
0069                          3051.10	1.32	8,983.000	11,857.56
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	8,983.000	11,857.56
		8,983.000	11,857.56
		0.000	0.00
0070                          6000.10	9,000.00	1.000	9,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	9,000.00
		1.000	9,000.00
		0.000	0.00
0071                          6000.11	9,000.00	1.000	9,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	9,000.00
		1.000	9,000.00
		0.000	0.00
0072                          6000.20	14,000.00	1.000	14,000.00
PIER NO.1 EXCAVATION	LS	1.000	14,000.00
		1.000	14,000.00
		0.000	0.00
0073                          6000.21	14,000.00	1.000	14,000.00
PIER NO.2 EXCAVATION	LS	1.000	14,000.00
		1.000	14,000.00
		0.000	0.00
0074                          6007.01	42.00	330.000	13,860.00
CLASS I REPAIR	m2	330.000	13,860.00
		205.701	8,639.44
		0.000	0.00
0075                          6007.02	130.00	66.000	8,580.00
CLASS II REPAIR	m2	66.000	8,580.00
		72.646	9,443.98
		0.000	0.00
0076                          6007.03	190.00	5.000	950.00
CLASS III REPAIR	m2	5.000	950.00
		0.750	142.50
		0.000	0.00
0077                          6008.40	42.00	330.000	13,860.00
PLACING, FINISHING, AND CURING CONCRETE OVERLAY-SF	m2	330.000	13,860.00
		329.921	13,856.68
		0.000	0.00
0078                          6010.22	466.00	52.100	24,278.60
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	52.100	24,278.60
		52.100	24,278.60
		0.000	0.00
0079                          6010.26	428.00	81.200	34,753.60
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	81.200	34,753.60
		66.550	28,483.40
		0.000	0.00
0080                          6016.02	510.00	19.100	9,741.00
CONCRETE FOR OVERLAYS-SF	m3	19.100	9,741.00
		34.290	17,487.90
		0.000	0.00
0081                          6030.00	20,000.00	1.000	20,000.00
PREPARATION OF BRIDGE	EACH	1.000	20,000.00
AT STA. 107+98.90		1.000	20,000.00
		0.000	0.00
0082                          6080.00	6.20	297.900	1,846.98
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	297.900	1,846.98
		297.900	1,846.98
		0.000	0.00
0083                          6131.50	1.33	12,108.000	16,103.64
EPOXY COATED REINFORCING STEEL	kg	12,108.000	16,103.64
		12,487.562	16,608.46
		0.000	0.00
0084                          6200.00	91.00	246.600	22,440.60
CONCRETE PILING	m	243.900	22,194.90
		243.900	22,194.90
		0.000	0.00
0143                          6200.50	54.60	0.000	0.00
PAY CUT-OFF FOR CONCRETE PILING	m	2.700	147.42
		2.700	147.42
		0.000	0.00
GROUP 6C BRIDGE AT STA. 107+98.90		Contracted	295,410.98
		Current	295,312.70
		In place	292,126.82
		This Estimate	0.00
GROUP 7 GUARDRAIL
0085                          0030.70	1,000.00	1.000	1,000.00
MOBILIZATION	LS	1.000	1,000.00
		1.000	1,000.00
		0.000	0.00
0086                          7011.20	41.68	345.640	14,406.28
W-BEAM GUARDRAIL	m	345.640	14,406.28
		345.640	14,406.28
		0.000	0.00
0087                          7020.00	1,007.00	14.000	14,098.00
BRIDGE APPROACH SECTIONS	EACH	14.000	14,098.00
		14.000	14,098.00
		0.000	0.00
0088                          7024.27	1,475.00	8.000	11,800.00
GUARDRAIL END TREATMENT, TYPE II	EACH	8.000	11,800.00
		8.000	11,800.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	41,304.28
		Current	41,304.28
		In place	41,304.28
		This Estimate	0.00
GROUP 8B ELECTRICAL
0089                          A001.12	350.00	1.000	350.00
PULL BOX, TYPE PB-5	EACH	1.000	350.00
		1.000	350.00
		0.000	0.00
0090                          A009.14	2,100.00	3.000	6,300.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25	EACH	3.000	6,300.00
		3.000	6,300.00
		0.000	0.00
0091                          A020.10	1,500.00	1.000	1,500.00
LIGHTING CONTROL CENTER, TYPE D	EACH	1.000	1,500.00
		1.000	1,500.00
		0.000	0.00
0092                          A070.10	7.50	67.000	502.50
38 mm CONDUIT IN TRENCH	m	67.000	502.50
		68.965	517.24
		0.000	0.00
0093                          A072.10	7.50	26.000	195.00
38 mm CONDUIT UNDER ROADWAY	m	26.000	195.00
		0.000	0.00
		0.000	0.00
0094                          A074.12	45.00	25.000	1,125.00
38 mm CONDUIT, JACKED	m	25.000	1,125.00
		56.730	2,552.85
		0.000	0.00
0095                          A080.22	1.60	127.000	203.20
STREET LIGHTING CABLE, NO. 6 BARE	m	127.000	203.20
		134.695	215.51
		0.000	0.00
0096                          A080.24	2.25	254.000	571.50
STREET LIGHTING CABLE, NO. 6 USE	m	254.000	571.50
		269.390	606.13
		0.000	0.00
0097                          0030.81	2,500.00	1.000	2,500.00
MOBILIZATION	LS	1.000	2,500.00
		0.530	1,325.00
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	13,247.20
		Current	13,247.20
		In place	13,366.73
		This Estimate	0.00
GROUP 9 BITUMINOUS
0098                          0002.55	72.00	12.000	864.00
OVERLAY BROKEN LINES	StaM	12.000	864.00
		13.405	965.16
		0.000	0.00
0099                          0002.60	72.00	24.000	1,728.00
OVERLAY SOLID LINES	StaM	24.000	1,728.00
		16.000	1,152.00
		0.000	0.00
0100                          0030.90	30,000.00	1.000	30,000.00
MOBILIZATION	LS	1.000	30,000.00
		0.944	28,320.00
		0.000	0.00
0101                          2001.00	14.00	25.000	350.00
GRAVEL SURFACE COURSE	m3	25.000	350.00
		35.000	490.00
		35.000	490.00
0102                          7502.04	6.38	35.000	223.30
100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4	m	35.000	223.30
		31.000	197.78
		0.000	0.00
0103                          7503.04	6.72	4,100.000	27,552.00
100 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4	m	4,100.000	27,552.00
		1,034.000	6,948.48
		0.000	0.00
0104                          7509.04	20.20	275.000	5,555.00
300 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4	m	275.000	5,555.00
		83.800	1,692.76
		0.000	0.00
0105                          9005.00	58.00	50.000	2,900.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	50.000	2,900.00
SP3(12.5)		0.000	0.00
		0.000	0.00
0106                          9005.35	41.00	1,800.000	73,800.00
ASPHALTIC CONCRETE, TYPE SP3(12.5)	Mg	1,450.000	59,450.00
		1,789.130	73,354.33
		0.000	0.00
0107                          9021.01	64.22	99.900	6,415.58
PERFORMANCE GRADED BINDER (64-22)	Mg	78.300	5,028.43
		81.774	5,251.53
		0.000	0.00
0108                          9053.00	1.95	5,280.000	10,296.00
TACK COAT	L	5,280.000	10,296.00
		7,003.013	13,655.88
		0.000	0.00
0109                          9111.00	0.35	56.000	19.60
WATER	kL	56.000	19.60
		0.000	0.00
		0.000	0.00
0110                          9170.00	2,950.00	9.285	27,390.75
EARTH SHOULDER CONSTRUCTION	StaM	9.285	27,390.75
		11.192	33,016.40
		0.000	0.00
0111                          9173.20	3.75	2,080.000	7,800.00
SUBGRADE PREPARATION	m2	2,080.000	7,800.00
		3,440.504	12,901.89
		0.000	0.00
0112                          9179.23	1,400.00	4.252	5,952.80
COLD MILLING, CLASS 3	StaM	4.252	5,952.80
		5.596	7,834.40
		0.000	0.00
0113                          9188.50	33.00	1,230.000	40,590.00
SURFACING UNDER GUARDRAIL	m2	1,230.000	40,590.00
		1,231.011	40,623.36
		0.000	0.00
0114                          9300.50	2,000.00	1.000	2,000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING	LS	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00
0141                          9009.87	39.00	0.000	0.00
SURFACING 200mm	m2	1,427.000	55,653.00
Surfacing for Phase II		1,747.478	68,151.64
		0.000	0.00
4004                          9300.56	0.817	0.000	0.00
SUPERPAVE QUALITY INCENTIVE	Mg	1,789.130	1,461.72
		1,789.130	1,461.72
		1,789.130	1,461.72
GROUP 9 BITUMINOUS		Contracted	243,437.03
		Current	284,814.60
		In place	298,017.33
		This Estimate	1,951.72
GROUP 10 GENERAL ITEMS
0115                          0001.08	0.50	5,792.000	2,896.00
BARRICADE, TYPE II	BDAY	5,792.000	2,896.00
		9,774.000	4,887.00
		0.000	0.00
0116                          0001.10	2.00	2,632.000	5,264.00
BARRICADE, TYPE III	BDAY	2,632.000	5,264.00
		5,564.000	11,128.00
		24.000	48.00
0117                          0001.30	0.60	880.000	528.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	880.000	528.00
		141.000	84.60
		0.000	0.00
0118                          0001.75	8.00	168.000	1,344.00
TEMPORARY SIGN DAY	EACH	168.000	1,344.00
		0.000	0.00
		0.000	0.00
0119                          0001.90	0.40	10,920.000	4,368.00
SIGN DAY	EACH	10,920.000	4,368.00
		13,245.000	5,298.00
		132.000	52.80
0120                          0002.30	1.50	825.000	1,237.50
PAVEMENT MARKING REMOVAL	m	825.000	1,237.50
		1,308.000	1,962.00
		0.000	0.00
0121                          0002.31	1.50	665.000	997.50
TEMPORARY PAVEMENT MARKING	m	665.000	997.50
		4,872.871	7,309.30
		0.000	0.00
0122                          0002.47	3.00	300.000	900.00
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION	m	300.000	900.00
		0.000	0.00
		0.000	0.00
0123                          0003.10	175.00	86.000	15,050.00
FLAGGING	DAY	86.000	15,050.00
		23.500	4,112.50
		0.000	0.00
0124                          0003.51	52.00	350.000	18,200.00
INSTALL CONCRETE PROTECTION BARRIER	m	350.000	18,200.00
		708.000	36,816.00
		0.000	0.00
0125                          0003.56	14.00	950.000	13,300.00
RELOCATE CONCRETE PROTECTION BARRIER	m	950.000	13,300.00
		612.000	8,568.00
		0.000	0.00
0126                          0003.70	400.00	8.000	3,200.00
TEMPORARY RUMBLE STRIP	EACH	8.000	3,200.00
		8.000	3,200.00
		0.000	0.00
0127                          0003.75	8,400.00	2.000	16,800.00
TEMPORARY TRAFFIC SIGNAL	EACH	2.000	16,800.00
		2.000	16,800.00
		0.000	0.00
0128                          0005.10	2.75	320.000	880.00
TRAFFIC CONTROL MANAGEMENT	DAY	320.000	880.00
		286.000	786.50
		0.000	0.00
0129                          0010.04	3,500.00	1.000	3,500.00
FIELD OFFICE	EACH	1.000	3,500.00
		1.000	3,500.00
		0.000	0.00
0130                          0020.00	0.80	1,000.000	800.00
TRAINING	HOUR	1,000.000	800.00
		1,000.000	800.00
		0.000	0.00
0131                          0030.00	7,000.00	1.000	7,000.00
MOBILIZATION	LS	1.000	7,000.00
		1.000	7,000.00
		0.000	0.00
0132                          9110.01	70.00	20.000	1,400.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	20.000	1,400.00
		0.000	0.00
		0.000	0.00
0133                          9110.02	65.00	20.000	1,300.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	20.000	1,300.00
		0.000	0.00
		0.000	0.00
0134                          9110.03	55.00	20.000	1,100.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	20.000	1,100.00
		0.000	0.00
		0.000	0.00
0135                          9110.07	50.00	20.000	1,000.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	20.000	1,000.00
		0.000	0.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	101,065.00
		Current	101,065.00
		In place	112,251.90
		This Estimate	100.80
Totals for contract		Contracted	2,350,966.50
		Current	2,416,548.28
		In place	2,442,272.97
		This Estimate	23,934.81