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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0049 HAWKINS CONSTRUCTION COMPANY
Contract ID:	4908
Estimate Number:	0015
Pay Period End Date:	03.22.2003

Contract Location:
JUNCTION US-30/N-92	Estimate Type:	PROG
Contractor:
HAWKINS CONSTRUCTION COMPANY	Date Let:	02.07.2002
2512 DEER PARK BLVD	Date Awarded:	02.14.2002
PO BOX 9008 STA C	Date Contract Executed:	02.22.2002
	Date Notice to Proceed:	02.22.2002
OMAHA NE 68109	Date Work Began:	06.24.2002
Phone:	Date Physical Work Completed:
(402)342-1607	Date Accepted:
Escrow Agent:
Surety Co:
ST. PAUL FIRE AND MARINE INSURANCE COMPANY

Counties
MERRICK

Project Number		PCT			Fed State Project Number		Description
41908 000		0.000			EACSTPD-EACBR-92-5(105)		GR CULV SEED BR GDRL ELEC BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$2,022,852.34	$2,001,087.64	$21,764.70
$3,094,775.28	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$2,022,852.34	$2,001,087.64	$21,764.70
$3,093,801.73	Retainage	$-20,228.52	$-20,010.88	$-217.64
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
65.36%	Net Earnings	$2,002,623.82	$1,981,076.76	$21,547.06
	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	$4,691.03	$4,289.99	$401.04
	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	$4,691.03	$4,289.99	$401.04
	Payment	$2,007,314.85	$1,985,366.75	$21,948.10
Project Manager			Div. Head/Dist. Eng.
Kwiatkowski, Rick	03.25.2003		Meyer, Keith	03.25.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	03.26.2003
Controller Div. Processed
Burling, Laurie	03.26.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0002
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0062	6210.50	PIPE PILING
		S.P. Initial Payment	17,332.56	035168
		Pipe Piling
		Total for estimate 0002:	17,332.56
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0018	4095.00	CONCRETE FACE PANELS
		S.P. Initial Payment	50,845.50	37153
		MSE Wall Panels & Misc.
		S.P. Adjustment	-7,310.64	37153
		MSE Wall Panels & Misc.
0021	4350.24	24" CORRUGATED METAL PIPE
		S.P. Initial Payment	4,398.45	021306
		MSE Wall Pipe Piling Sleeves
		S.P. Adjustment	-3,076.44	021306
		MSE Wall Pipe Piling Sleeves
0059	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	11,627.82	2929
		Epoxy Coated Resteel For Bridges
		S.P. Adjustment	-5,711.36	2929
		Epoxy Coated Resteel For Bridges
		S.P. Initial Payment	13,384.52	2930
		Epoxy Coated Resteel For Bridges
0062	6210.50	PIPE PILING
		S.P. Closure	-17,332.56	035168
		Pipe Piling
		Total for estimate 0006:	46,825.29
Est Nbr:	0007
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0018	4095.00	CONCRETE FACE PANELS
		S.P. Adjustment	-41,426.96	37153
		MSE Wall Panels & Misc.
0021	4350.24	24" CORRUGATED METAL PIPE
		S.P. Adjustment	-1,322.01	021306
		MSE Wall Pipe Piling Sleeves
0059	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-5,916.46	2929
		Epoxy Coated Resteel For Bridges
		S.P. Adjustment	-2,480.55	2930
		Epoxy Coated Resteel For Bridges
		Total for estimate 0007:	-51,145.98
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0018	4095.00	CONCRETE FACE PANELS
		S.P. Adjustment	-2,107.90	37153
		MSE Wall Panels & Misc.
0059	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-8,377.71	2930
		Epoxy Coated Resteel For Bridges
4001	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Initial Payment	6,992.40	E22448
		Expansion Bearing Devices
		Total for estimate 0008:	-3,493.21
Est Nbr:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0059	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-2,526.26	2930
		Epoxy Coated Resteel For Bridges
		S.P. Initial Payment	12,706.10	3080
		Epoxy Coated Resteel for Bridges
		S.P. Adjustment	-7,246.82	3080
		Epoxy Coated Resteel for Bridges
		Total for estimate 0009:	2,933.02
Est Nbr:	0010
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0059	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,426.93	3080
		Epoxy Coated Resteel for Bridges
4008	6095.00	STEEL DIAPHRAGM
		S.P. Initial Payment	8,640.00	21233
		Steel Diaphragms
		Total for estimate 0010:	7,213.07
Est Nbr:	0011
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0059	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-3,499.01	3080
		Epoxy Coated Resteel for Bridges
4010	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Initial Payment	230,100.00	CI123119
		Precast/Prestressed Concrete Superstructure
		Total for estimate 0011:	226,600.99
Est Nbr:	0012
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0059	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-533.34	3080
		Epoxy Coated Resteel for Bridges
4001	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Adjustment	-6,992.40	E22448
		Expansion Bearing Devices
4008	6095.00	STEEL DIAPHRAGM
		S.P. Adjustment	-8,640.00	21233
		Steel Diaphragms
4010	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Adjustment	-230,100.00	CI123119
		Precast/Prestressed Concrete Superstructure
		Total for estimate 0012:	-246,265.74
		Total remaining for contract:	0.00

			1. Contracted
			2. Current
			3. To date
Item Nbr        Item Code	Unit Price		4. This Est
Item Description	Units	Qty	Amount
GROUP 1 GRADING
0001                          L006.00	164.99	12.000	1,979.88
COVER CROP SEEDING	ACRE	12.000	1,979.88
		5.400	890.95
		0.000	0.00
0002                          L022.25	3.08	4,750.000	14,630.00
FABRIC SILT FENCE, TYPE COIR FIBER	LF	4,750.000	14,630.00
		4,950.000	15,246.00
		0.000	0.00
0003                          0030.10	11,504.00	1.000	11,504.00
MOBILIZATION	LS	1.000	11,504.00
		1.000	11,504.00
		0.000	0.00
0004                          1009.00	25,178.00	1.000	25,178.00
GENERAL CLEARING AND GRUBBING	LS	1.000	25,178.00
		0.900	22,660.20
		0.000	0.00
0005                          1010.01	3.41	5,732.000	19,546.12
EXCAVATION (ESTABLISHED QUANTITY)	CY	5,732.000	19,546.12
		0.000	0.00
		0.000	0.00
0006                          1011.00	2.20	992.000	2,182.40
WATER	MGAL	992.000	2,182.40
		871.640	1,917.62
		9.000	19.80
0007                          1012.00	71.50	30.000	2,145.00
RIGHT-OF-WAY MARKERS	EACH	30.000	2,145.00
		23.000	1,644.50
		0.000	0.00
0008                          1013.00	55.00	13.000	715.00
RESET RIGHT-OF-WAY MARKERS	EACH	13.000	715.00
		5.000	275.00
		0.000	0.00
0009                          1030.00	1.89	126,793.000	239,638.77
EARTHWORK MEASURED IN EMBANKMENT	CY	126,793.000	239,638.77
		95,603.000	180,689.67
		3,600.000	6,804.00
0010                          1101.00	2.05	29,899.000	61,292.95
REMOVE PAVEMENT	SY	29,899.000	61,292.95
		26,020.000	53,341.00
		3,200.000	6,560.00
0011                          1106.00	4.11	55.000	226.05
REMOVE DRIVEWAY	SY	55.000	226.05
		0.000	0.00
		0.000	0.00
0012                          1109.00	2.34	4,317.000	10,101.78
REMOVE CURB	LF	4,317.000	10,101.78
		4,317.000	10,101.78
		0.000	0.00
0013                          1121.10	144.00	3.000	432.00
REMOVE FLUME	EACH	3.000	432.00
		3.000	432.00
		0.000	0.00
0014                          1122.01	2.62	907.000	2,376.34
REMOVE CONCRETE MEDIAN SURFACING	SY	907.000	2,376.34
		907.000	2,376.34
		0.000	0.00
0015                          1701.24	19.80	131.000	2,593.80
24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	LF	131.000	2,593.80
		91.000	1,801.80
		0.000	0.00
0016                          7017.00	1.10	2,768.600	3,045.46
REMOVE GUARDRAIL	LF	2,768.600	3,045.46
		2,769.100	3,046.01
		0.000	0.00
GROUP 1 GRADING		Contracted	397,587.55
		Current	397,587.55
		In place	305,926.87
		This Estimate	13,383.80
GROUP 1A MSE WALL
0017                          0030.10	16,869.00	1.000	16,869.00
MOBILIZATION	LS	1.000	16,869.00
		1.000	16,869.00
		0.000	0.00
0018                          4095.00	13.84	4,878.630	67,520.24
CONCRETE FACE PANELS	SF	4,878.630	67,520.24
		4,878.630	67,520.24
		0.000	0.00
0019                          4095.10	18.70	310.000	5,797.00
CONCRETE LEVELING PADS	LF	310.000	5,797.00
		310.000	5,797.00
		0.000	0.00
0020                          4095.20	58.20	315.000	18,333.00
COPING	LF	315.000	18,333.00
		223.180	12,989.08
		0.000	0.00
0021                          4350.24	12.86	497.000	6,391.42
24" CORRUGATED METAL PIPE	LF	497.000	6,391.42
		497.000	6,391.42
		0.000	0.00
0022                          8024.75	7.22	7,807.000	56,366.54
SELECT GRANULAR BACKFILL FOR MSE WALL	CY	7,807.000	56,366.54
		7,807.000	56,366.54
		0.000	0.00
GROUP 1A MSE WALL		Contracted	171,277.20
		Current	171,277.20
		In place	165,933.28
		This Estimate	0.00
GROUP 4 CULVERTS
0023                          P300.24	64.43	44.000	2,834.92
24" CULVERT PIPE, TYPE 3,4 OR 5	LF	44.000	2,834.92
		48.000	3,092.64
		0.000	0.00
0024                          P500.24	28.48	87.000	2,477.76
24" CULVERT PIPE, TYPE 2,4,5,7 OR 8	LF	87.000	2,477.76
		87.000	2,477.76
		0.000	0.00
0025                          0030.40	1,646.00	1.000	1,646.00
MOBILIZATION	LS	1.000	1,646.00
		1.000	1,646.00
		0.000	0.00
0026                          1118.25	325.00	1.000	325.00
REMOVE SPLASH BASIN	EACH	1.000	325.00
		1.000	325.00
		0.000	0.00
0027                          1119.00	325.00	5.000	1,625.00
REMOVE INLET	EACH	5.000	1,625.00
		6.000	1,950.00
		0.000	0.00
0028                          4030.00	14.60	78.550	1,146.83
RELAYING CORRUGATED METAL PIPE	LF	78.550	1,146.83
		78.550	1,146.83
		0.000	0.00
0029                          4032.00	14.52	40.000	580.80
RELAYING REINFORCED CONCRETE PIPE	LF	40.000	580.80
		40.000	580.80
		0.000	0.00
0030                          4035.00	162.00	6.000	972.00
REMOVE FLARED-END SECTION	EACH	6.000	972.00
		2.000	324.00
		0.000	0.00
0031                          4035.25	162.00	2.000	324.00
REMOVE AND SALVAGE FLARED-END SECTION	EACH	2.000	324.00
		2.000	324.00
		0.000	0.00
0032                          4040.00	162.00	3.000	486.00
REMOVE HEADWALLS FROM CULVERTS	EACH	3.000	486.00
		5.000	810.00
		0.000	0.00
0033                          4043.00	7.79	118.550	923.50
REMOVE CULVERT PIPE	LF	118.550	923.50
		118.510	923.19
		0.000	0.00
0034                          4050.01	3.80	385.000	1,463.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	CY	385.000	1,463.00
		385.000	1,463.00
		0.000	0.00
0035                          4310.24	293.00	4.000	1,172.00
24" FLARED-END SECTION	EACH	4.000	1,172.00
		4.000	1,172.00
		0.000	0.00
0036                          4362.24	293.00	2.000	586.00
INSTALL 24" METAL FLARED-END SECTION	EACH	2.000	586.00
		2.000	586.00
		0.000	0.00
0037                          4670.05	24.45	14.000	342.30
CULVERT SANDFILL	CY	14.000	342.30
		0.000	0.00
		0.000	0.00
GROUP 4 CULVERTS		Contracted	16,905.11
		Current	16,905.11
		In place	16,821.22
		This Estimate	0.00
GROUP 5 SEEDING
0038                          L001.02	416.88	12.000	5,002.56
SEEDING, TYPE B	ACRE	12.000	5,002.56
		0.000	0.00
		0.000	0.00
0039                          L020.07	3.08	33,900.000	104,412.00
EROSION CONTROL, TYPE B-1	SY	33,900.000	104,412.00
		0.000	0.00
		0.000	0.00
0040                          L032.75	77.00	27.000	2,079.00
MULCH	TON	27.000	2,079.00
		0.000	0.00
		0.000	0.00
0041                          0030.50	1.00	1.000	1.00
MOBILIZATION	LS	1.000	1.00
		0.000	0.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	111,494.56
		Current	111,494.56
		In place	0.00
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 121+48.27
0042                          0020.00	0.80	1,000.000	800.00
TRAINING	HOUR	1,000.000	800.00
		519.500	415.60
		0.000	0.00
0043                          0030.60	140,452.17	1.000	140,452.17
MOBILIZATION	LS	1.000	140,452.17
		0.990	139,047.65
		0.000	0.00
0044                          3050.15	155.93	159.200	24,824.06
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000	CY	159.200	24,824.06
		0.000	0.00
		0.000	0.00
0045                          3051.10	0.56	18,220.000	10,203.20
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	LB	18,220.000	10,203.20
		0.000	0.00
		0.000	0.00
0046                          6000.10	1,166.00	1.000	1,166.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	1,166.00
		1.000	1,166.00
		0.000	0.00
0047                          6000.11	1,152.00	1.000	1,152.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	1,152.00
		1.000	1,152.00
		0.000	0.00
0048                          6000.20	10,160.00	1.000	10,160.00
PIER NO.1 EXCAVATION	LS	1.000	10,160.00
		1.000	10,160.00
		0.000	0.00
0049                          6000.21	7,218.00	1.000	7,218.00
PIER NO.2 EXCAVATION	LS	1.000	7,218.00
		1.000	7,218.00
		0.000	0.00
0050                          6000.22	5,572.00	1.000	5,572.00
PIER NO.3 EXCAVATION	LS	1.000	5,572.00
		1.000	5,572.00
		0.000	0.00
0051                          6005.35	32.84	130.000	4,269.20
PRECOMPRESSED POLYURETHANE FOAM JOINT	LF	130.000	4,269.20
		0.000	0.00
		0.000	0.00
0052                          6005.78	916.44	16.000	14,663.04
EXPANSION BEARING, TFE TYPE	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00
0053                          6005.83	916.00	4.000	3,664.00
FIXED BEARING	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00
0054                          6010.22	235.35	393.400	92,586.69
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	0.000	0.00
		0.000	0.00
		0.000	0.00
0055                          6010.26	240.05	688.800	165,346.44
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	0.000	0.00
		0.000	0.00
		0.000	0.00
0056                          6040.00	169,770.83	1.000	169,770.83
REMOVE STRUCTURE	EACH	0.000	0.00
AT STA. 122+81.4		0.000	0.00
		0.000	0.00
0057                          6071.11	509,647.00	1.000	509,647.00
STEEL SUPERSTRUCTURE	LS	0.000	0.00
AT STA. 121+48.27		0.000	0.00
		0.000	0.00
0058                          6107.00	31.54	370.000	11,669.80
CONCRETE SLOPE PROTECTION	SY	370.000	11,669.80
		0.000	0.00
		0.000	0.00
0059                          6131.50	0.56	178,950.000	100,212.00
EPOXY COATED REINFORCING STEEL	LB	282,700.000	158,312.00
		148,512.507	83,167.02
		2,104.008	1,178.24
0060                          6139.50	28.35	103.000	2,920.05
SUBSURFACE DRAINAGE MATTING	SY	103.000	2,920.05
		51.500	1,460.03
		0.000	0.00
0061                          6200.00	21.15	2,520.000	53,298.00
CONCRETE PILING	LF	0.000	0.00
		0.000	0.00
		0.000	0.00
0062                          6210.50	21.72	2,500.000	54,300.00
PIPE PILING	LF	0.000	0.00
		0.000	0.00
		0.000	0.00
0063                          6404.16	40.62	304.000	12,348.48
6' PEDESTRIAN RAILING (CHAIN LINK TYPE)	LF	304.000	12,348.48
		0.000	0.00
		0.000	0.00
0064                          6951.12	1.68	3,732.000	6,269.76
SHEAR CONNECTORS	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00
0065                          8091.00	12.03	167.000	2,009.01
GRANULAR BACKFILL	CY	167.000	2,009.01
		83.500	1,004.51
		83.500	1,004.51
4001                          6005.78	1,051.50	0.000	0.00
EXPANSION BEARING, TFE TYPE	EACH	8.000	8,412.00
		8.000	8,412.00
		0.000	0.00
4002                          6010.22	238.87	0.000	0.00
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	389.000	92,920.43
		389.000	92,920.44
		16.800	4,013.02
4003                          6010.26	242.45	0.000	0.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	699.100	169,496.80
		27.000	6,546.15
		0.000	0.00
4004                          6040.01	160,185.81	0.000	0.00
REMOVE STRUCTURE	EACH	1.000	160,185.81
		1.000	160,185.81
		0.000	0.00
4005                          6210.50	17.71	0.000	0.00
PIPE PILING	LF	5,380.000	95,279.80
		6,634.000	117,488.14
		0.000	0.00
4006                          6010.28	205.00	0.000	0.00
CLASS 47BD-5000 CONCRETE FOR BRIDGE	CY	266.900	54,714.50
		266.900	54,714.50
		0.000	0.00
4007                          6080.00	1.18	0.000	0.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	LB	4,545.000	5,363.10
		4,545.000	5,363.10
		0.000	0.00
4008                          6095.00	493.20	0.000	0.00
STEEL DIAPHRAGM	EACH	24.000	11,836.80
		24.000	11,836.80
		0.000	0.00
4009                          6081.00	1.00	0.000	0.00
STRUCTURAL STEEL FOR SUPERSTRUCTURE	LB	9,605.000	9,605.00
		9,605.000	9,605.00
		0.000	0.00
4010                          6011.11	316,714.84	0.000	0.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	316,714.84
Value Engineering Adjustment		1.000	316,714.84
		0.000	0.00
4011                          4048.00	50,000.00	0.000	0.00
MODIFICATION OF STRUCTURE	EACH	1.000	50,000.00
		1.000	50,000.00
		0.000	0.00
4012                          4048.00	2,000.00	0.000	0.00
MODIFICATION OF STRUCTURE	EACH	1.000	2,000.00
Consultants Fee for Value Engineering Plan Review		1.000	2,000.00
		0.000	0.00
4013                          4048.00	12,290.52	0.000	0.00
MODIFICATION OF STRUCTURE	EACH	1.000	12,290.52
Contractor's share of Value Engineering Proposal Net Savings		1.000	12,290.52
		0.000	0.00
4016                          6210.61	88.55	0.000	0.00
PILE SPLICE	EACH	92.000	8,146.60
Standard Specifications section 703.05 paragraph 3		83.000	7,349.65
		0.000	0.00
4017                          6210.50	2.634	0.000	0.00
PIPE PILING	LF	1,254.000	3,303.04
Additional pipe piling material costs		1,254.000	3,303.04
		0.000	0.00
GROUP 6 BRIDGE AT STA. 121+48.27		Contracted	1,404,521.73
		Current	1,393,345.20
		In place	1,109,092.80
		This Estimate	6,195.77
GROUP 7 GUARDRAIL
0066                          0030.70	348.00	1.000	348.00
MOBILIZATION	LS	1.000	348.00
		0.000	0.00
		0.000	0.00
0067                          7011.20	11.55	337.500	3,898.13
W-BEAM GUARDRAIL	LF	337.500	3,898.13
		0.000	0.00
		0.000	0.00
0068                          7020.00	1,100.00	4.000	4,400.00
BRIDGE APPROACH SECTIONS	EACH	4.000	4,400.00
		0.000	0.00
		0.000	0.00
0069                          7024.27	1,650.00	4.000	6,600.00
GUARDRAIL END TREATMENT, TYPE II	EACH	4.000	6,600.00
		0.000	0.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	15,246.13
		Current	15,246.13
		In place	0.00
		This Estimate	0.00
GROUP 8B ELECTRICAL
0070                          A020.30	1,211.00	1.000	1,211.00
LIGHTING CONTROL CENTER, TYPE R	EACH	1.000	1,211.00
		0.000	0.00
		0.000	0.00
0071                          A070.10	2.20	1,116.000	2,455.20
1 1/2-INCH CONDUIT IN TRENCH	LF	1,116.000	2,455.20
		471.000	1,036.20
		0.000	0.00
0072                          A072.10	2.75	283.000	778.25
1 1/2-INCH CONDUIT UNDER ROADWAY	LF	283.000	778.25
		206.000	566.50
		0.000	0.00
0073                          A080.22	0.71	1,399.000	993.29
STREET LIGHTING CABLE, NO. 6 BARE	LF	1,399.000	993.29
		602.000	427.42
		0.000	0.00
0074                          A080.24	0.82	2,799.000	2,295.18
STREET LIGHTING CABLE, NO. 6 USE	LF	2,799.000	2,295.18
		1,204.000	987.28
		0.000	0.00
0075                          A600.00	110.00	6.000	660.00
REMOVE LIGHTING UNIT	EACH	6.000	660.00
		6.000	660.00
		0.000	0.00
0076                          A630.20	33.00	4.000	132.00
REMOVE PULL BOX	EACH	4.000	132.00
		4.000	132.00
		0.000	0.00
0077                          A700.20	495.00	10.000	4,950.00
RELOCATE STREET LIGHTING UNIT	EACH	10.000	4,950.00
		5.000	2,475.00
		0.000	0.00
0078                          A706.00	220.00	1.000	220.00
RELOCATE PULL BOX	EACH	1.000	220.00
		1.000	220.00
		0.000	0.00
0079                          0030.80	615.00	1.000	615.00
MOBILIZATION	LS	1.000	615.00
		1.000	615.00
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	14,309.92
		Current	14,309.92
		In place	7,119.40
		This Estimate	0.00
GROUP 9 BITUMINOUS
0080                          P402.15	20.74	493.000	10,224.82
15" CULVERT PIPE, TYPE 3,4,5 OR 6	LF	493.000	10,224.82
		0.000	0.00
		0.000	0.00
0081                          0030.90	80,076.00	1.000	80,076.00
MOBILIZATION	LS	1.000	80,076.00
		1.000	80,076.00
		0.000	0.00
0082                          2001.00	18.15	50.000	907.50
GRAVEL SURFACE COURSE	CY	50.000	907.50
		0.000	0.00
		0.000	0.00
0083                          2020.00	14.02	70.000	981.40
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS	SY	70.000	981.40
		0.000	0.00
		0.000	0.00
0084                          2021.00	55.00	1.000	55.00
MAILBOX POST	EACH	1.000	55.00
		0.000	0.00
		0.000	0.00
0085                          4004.50	0.81	3,808.000	3,084.48
CAST IRON GRATE AND FRAME	LB	3,808.000	3,084.48
		0.000	0.00
		0.000	0.00
0086                          4105.59	516.53	13.120	6,776.87
CLASS 47B-3000 CONCRETE FOR INLET AND JUNCTION BOX	CY	13.120	6,776.87
		0.000	0.00
		0.000	0.00
0087                          4155.50	0.30	949.000	284.70
REINFORCING STEEL FOR INLET AND JUNCTION BOX	LB	949.000	284.70
		0.000	0.00
		0.000	0.00
0088                          7502.04	2.14	8,200.000	17,548.00
4" WHITE PREFORMED PAVEMENT MARKING, TYPE 4	LF	8,200.000	17,548.00
		0.000	0.00
		0.000	0.00
0089                          7503.04	2.20	11,750.000	25,850.00
4" YELLOW PREFORMED PAVEMENT MARKING, TYPE 4	LF	11,750.000	25,850.00
		0.000	0.00
		0.000	0.00
0090                          7509.04	6.91	800.000	5,528.00
12" YELLOW PREFORMED PAVEMENT MARKING, TYPE 4	LF	800.000	5,528.00
		0.000	0.00
		0.000	0.00
0091                          9000.75	31.08	100.000	3,108.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	TON	100.000	3,108.00
SP4(0.5)		0.000	0.00
		0.000	0.00
0092                          9005.00	42.08	100.000	4,208.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	TON	100.000	4,208.00
SP4(0.5)		186.000	7,826.88
		0.000	0.00
0093                          9005.45	26.97	13,370.000	360,588.90
ASPHALTIC CONCRETE, TYPE SP4(0.5)	TON	13,370.000	360,588.90
		3,084.400	83,186.27
		0.000	0.00
0094                          9009.00	13.99	2,083.000	29,141.17
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	SY	2,083.000	29,141.17
		1,207.000	16,885.93
		0.000	0.00
0095                          9009.75	22.82	6,370.000	145,363.40
TEMPORARY SURFACING	SY	4,546.410	103,749.08
8"		3,598.130	82,109.32
		0.000	0.00
0096                          9020.91	170.00	5.400	918.00
PERFORMANCE GRADED BINDER (64-22) FOR STATE MAINTENANCEPATCHING	TON	5.400	918.00
		0.000	0.00
		0.000	0.00
0097                          9021.01	170.49	727.380	124,011.02
PERFORMANCE GRADED BINDER (64-22)	TON	363.690	62,005.51
		15.248	2,599.63
		0.000	0.00
0098                          9030.00	3.46	3,587.000	12,411.02
CONSTRUCTING ASPHALTIC CONCRETE CURB	LF	3,587.000	12,411.02
		0.000	0.00
		0.000	0.00
0099                          9034.00	2.62	2,083.000	5,457.46
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	SY	2,083.000	5,457.46
		1,342.000	3,516.04
		0.000	0.00
0100                          9053.00	1.21	4,530.000	5,481.30
TACK COAT	GAL	4,530.000	5,481.30
		1,142.000	1,381.82
		0.000	0.00
0101                          9111.00	9.90	114.000	1,128.60
WATER	MGAL	114.000	1,128.60
		20.160	199.58
		0.000	0.00
0102                          9170.00	82.50	179.600	14,817.00
EARTH SHOULDER CONSTRUCTION	STA	179.600	14,817.00
		12.000	990.00
		0.000	0.00
0103                          9173.00	348.18	73.069	25,441.16
SUBGRADE PREPARATION	STA	73.069	25,441.16
		12.375	4,308.73
		0.000	0.00
0104                          9173.15	593.22	20.760	12,315.25
TRENCHED WIDENING	STA	20.760	12,315.25
		0.000	0.00
		0.000	0.00
0105                          9179.23	149.12	66.261	9,880.84
COLD MILLING, CLASS 3	STA	66.261	9,880.84
		0.000	0.00
		0.000	0.00
0106                          9188.50	18.81	633.000	11,906.73
SURFACING UNDER GUARDRAIL	SY	633.000	11,906.73
		0.000	0.00
		0.000	0.00
0107                          9300.50	2,200.00	1.000	2,200.00
ASPHALT PAVEMENT SMOOTHNESS TESTING	LS	1.000	2,200.00
		0.000	0.00
		0.000	0.00
4014                          9021.04	170.49	0.000	0.00
PERFORMANCE GRADED BINDER (70-28)	TON	363.690	62,005.51
		139.504	23,784.04
		0.000	0.00
4015                          9009.75	21.05	0.000	0.00
TEMPORARY SURFACING	SY	1,823.590	38,386.57
Supplemental Specification Refer to Table 1028.18, Page 211Pay Factor 86.25%		1,823.590	38,386.57
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	919,694.62
		Current	916,466.87
		In place	345,250.81
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0108                          0001.08	0.50	300.000	150.00
BARRICADE, TYPE II	BDAY	300.000	150.00
		10,529.000	5,264.50
		347.000	173.50
0109                          0001.10	1.65	6,111.000	10,083.15
BARRICADE, TYPE III	BDAY	6,111.000	10,083.15
		9,303.000	15,349.95
		370.000	610.50
0110                          0001.30	1.10	1,281.000	1,409.10
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	1,281.000	1,409.10
		192.000	211.20
		0.000	0.00
0111                          0001.75	5.50	200.000	1,100.00
TEMPORARY SIGN DAY	EACH	200.000	1,100.00
		595.000	3,272.50
		0.000	0.00
0112                          0001.90	0.33	12,642.000	4,171.86
SIGN DAY	EACH	12,642.000	4,171.86
		20,774.000	6,855.42
		1,246.000	411.18
0113                          0002.30	0.49	1,000.000	490.00
PAVEMENT MARKING REMOVAL	LF	1,000.000	490.00
		980.000	480.20
		0.000	0.00
0114                          0002.39	0.99	5,000.000	4,950.00
TEMPORARY PAVEMENT MARKING, TYPE II	LF	5,000.000	4,950.00
		5,995.000	5,935.05
		0.000	0.00
0115                          0002.47	1.65	800.000	1,320.00
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION	LF	800.000	1,320.00
		0.000	0.00
		0.000	0.00
0116                          0003.10	197.99	20.000	3,959.80
FLAGGING	DAY	20.000	3,959.80
		72.000	14,255.29
		5.000	989.95
0117                          0010.04	3,025.00	1.000	3,025.00
FIELD OFFICE	EACH	1.000	3,025.00
		1.000	3,025.00
		0.000	0.00
0118                          0030.00	1.00	1.000	1.00
MOBILIZATION	LS	1.000	1.00
		1.000	1.00
		0.000	0.00
0119                          9110.01	82.50	50.000	4,125.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	50.000	4,125.00
		0.000	0.00
		0.000	0.00
0120                          9110.02	83.00	10.000	830.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	10.000	830.00
		3.000	249.00
		0.000	0.00
0121                          9110.03	71.50	50.000	3,575.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	50.000	3,575.00
		0.000	0.00
		0.000	0.00
0122                          9110.07	71.50	50.000	3,575.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	50.000	3,575.00
		34.000	2,431.00
		0.000	0.00
4000                          1101.25	4.05	0.000	0.00
SAWING PAVEMENT	LF	3,797.000	15,377.85
Sawing Pavement		3,797.000	15,377.85
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	42,764.91
		Current	58,142.76
		In place	72,707.96
		This Estimate	2,185.13
Totals for contract		Contracted	3,093,801.73
		Current	3,094,775.29
		In place	2,022,852.34
		This Estimate	21,764.70