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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0049 HAWKINS CONSTRUCTION COMPANY
Contract ID:	2927
Estimate Number:	0013
Pay Period End Date:	08.09.2003

Contract Location:
N-370 TO RUFF ROAD	Estimate Type:	PROG
Contractor:
HAWKINS CONSTRUCTION COMPANY	Date Let:	12.19.2002
2512 DEER PARK BLVD	Date Awarded:	01.10.2003
PO BOX 9008 STA C	Date Contract Executed:	01.17.2003
	Date Notice to Proceed:	01.17.2003
OMAHA NE 68109	Date Work Began:	02.05.2003
Phone:	Date Physical Work Completed:
(402)342-1607	Date Accepted:
Escrow Agent:
Surety Co:
ST. PAUL FIRE & MARINE INSURANCE COMPANY

Counties
SARPY

Project Number		PCT			Fed State Project Number		Description
21927 000		0.000			EACNH-80-9(809)		GR CP CULV SEED GDRL FENCE ELEC SIGN

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$5,225,689.48	$3,833,852.01	$1,391,837.47
$39,201,492.55	Stockpiled Materials	$22,738.52	$19,451.40	$3,287.12
Original Contract Amt	Gross Earnings	$5,248,428.00	$3,853,303.41	$1,395,124.59
$39,143,149.79	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
13.33%	Net Earnings	$5,223,428.00	$3,828,303.41	$1,395,124.59
	Liquidated Damages	$.00	$.00	$.00
	Incentives	$.00	$.00	$.00
	Disincentives	$.00	$.00	$.00
	Other Contract Adj	$.00	$.00	$.00
	Appl of Training Adj	$.00	$.00	$.00
	Training Rates Adj	$.00	$.00	$.00
	Fuel Adj	$.00	$.00	$.00
	Bituminous Adj	$.00	$.00	$.00
	Autopay Adj	$.00	$.00	$.00
	Gasoline Adj	$.00	$.00	$.00
	Other Adj	$.00	$.00	$.00
	Price Adj	$.00	$.00	$.00
	Substandard Item Adj	$.00	$.00	$.00
	Asphalt Adj	$.00	$.00	$.00
	Diesel Fuel Adj	$.00	$.00	$.00
	Petrol Adj	$.00	$.00	$.00
	Total for Adjustments	$.00	$.00	$.00
	Payment	$5,223,428.00	$3,828,303.41	$1,395,124.59
Project Manager			Div. Head/Dist. Eng.
Fox, Mike	08.11.2003		Lech, Marvin (Marv)	08.11.2003
Constr. Estimate Eng.			Materials Eng.
Hitzeman, Bill	08.11.2003
Controller Div. Processed
Burling, Laurie	08.12.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0090	4002.00	CAST IRON COVER AND FRAME
		S.P. Initial Payment	117.00	120376
		Cast Iron Cover & Frame
0091	4004.50	CAST IRON GRATE AND FRAME
		S.P. Initial Payment	20,670.00	120376
		Cast Iron Grate & Frame
		S.P. Adjustment	-667.80	120376
		Cast Iron Grate & Frame
		Total for estimate 0009:	20,119.20
Est Nbr:	0011
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0091	4004.50	CAST IRON GRATE AND FRAME
		S.P. Adjustment	-667.80	120376
		Cast Iron Grate & Frame
		Total for estimate 0011:	-667.80
Est Nbr:	0013
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0040	P402.12	12" CULVERT PIPE, TYPE 3,4,5 OR 6
		S.P. Initial Payment	239.12	87271
		12" Culv Pipe 3, 4, 5 or 6
0041	P402.15	15" CULVERT PIPE, TYPE 3,4,5 OR 6
		S.P. Initial Payment	3,048.00	87271
		15" Culv Pipe 3, 4, 5, 6
		Total for estimate 0013:	3,287.12
		Total remaining for contract:	22,738.52

			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	652,115.00	1.000	652,115.00
MOBILIZATION	LS	1.000	652,115.00
		1.000	652,115.00
		0.000	0.00
0002                          1000.00	269.41	53.000	14,278.73
LARGE TREE REMOVAL	EACH	53.000	14,278.73
		503.000	135,513.23
		47.000	12,662.27
0003                          1009.00	78,130.00	1.000	78,130.00
GENERAL CLEARING AND GRUBBING	LS	1.000	78,130.00
		0.400	31,252.00
		0.000	0.00
0004                          1010.01	1.98	1,391,910.000	2,755,981.80
EXCAVATION (ESTABLISHED QUANTITY)	CY	1,391,910.000	2,755,981.80
		647,958.000	1,282,956.84
		115,398.000	228,488.04
0005                          1011.00	10.78	2,785.000	30,022.30
WATER	MGAL	2,785.000	30,022.30
		3,164.000	34,107.92
		1,624.000	17,506.72
0006                          1012.00	64.66	17.000	1,099.22
RIGHT-OF-WAY MARKERS	EACH	17.000	1,099.22
		0.000	0.00
		0.000	0.00
0007                          1041.00	0.34	1,127,085.000	383,208.90
SALVAGING AND PLACING TOPSOIL	SY	1,127,085.000	383,208.90
		563,542.000	191,604.28
		352,214.000	119,752.76
0008                          1090.00	1,078.00	1.000	1,078.00
ABANDON WELLS	EACH	1.000	1,078.00
		0.000	0.00
		0.000	0.00
0009                          1101.00	3.13	5,304.000	16,601.52
REMOVE PAVEMENT	SY	5,304.000	16,601.52
		0.000	0.00
		0.000	0.00
0010                          1101.25	2.50	324.840	812.10
SAWING PAVEMENT	LF	324.840	812.10
		0.000	0.00
		0.000	0.00
0011                          1111.00	0.57	94,702.000	53,980.14
REMOVE FENCE	LF	94,702.000	53,980.14
		67,173.000	38,288.61
		0.000	0.00
0012                          1123.00	2.69	6,964.000	18,733.16
REMOVE CONCRETE DITCH LINER	SY	6,964.000	18,733.16
		2,994.500	8,055.21
		242.000	650.98
0013                          1124.00	1,616.00	1.000	1,616.00
REMOVE BUILDING	EACH	1.000	1,616.00
AT STA. 2445+15 LT.		0.000	0.00
		0.000	0.00
0014                          3017.50	5.99	21,663.000	129,761.37
INTERLOCKING CONCRETE PAVER BLOCK	SF	21,663.000	129,761.37
		0.000	0.00
		0.000	0.00
0015                          3017.55	1.98	24,831.000	49,165.38
SOIL GRID CONFINEMENT SYSTEM	SF	24,831.000	49,165.38
		0.000	0.00
		0.000	0.00
0016                          3275.20	4.35	291,137.000	1,266,445.95
CRUSH CONCRETE PAVEMENT	SY	291,137.000	1,266,445.95
		0.000	0.00
		0.000	0.00
0017                          4045.00	539.00	1.000	539.00
REMOVE STRUCTURE	EACH	1.000	539.00
AT STA. 2445+07 LT.		0.000	0.00
		0.000	0.00
0018                          4045.01	539.00	1.000	539.00
REMOVE STRUCTURE	EACH	1.000	539.00
AT STA. 2447+74 LT.		0.000	0.00
		0.000	0.00
0019                          4054.60	40.28	800.000	32,224.00
TEMPORARY SHORING	LF	800.000	32,224.00
		0.000	0.00
		0.000	0.00
0020                          4670.05	161.65	72.890	11,782.67
CULVERT SANDFILL	CY	72.890	11,782.67
		0.000	0.00
		0.000	0.00
0021                          7017.00	1.62	16,980.000	27,507.60
REMOVE GUARDRAIL	LF	16,980.000	27,507.60
		6,320.000	10,238.40
		0.000	0.00
0022                          L006.50	200.65	242.000	48,557.30
TEMPORARY SEEDING	ACRE	242.000	48,557.30
		42.000	8,427.30
		0.000	0.00
0023                          L020.00	1.29	3,023.000	3,899.67
EROSION CONTROL	SY	3,023.000	3,899.67
		0.000	0.00
		0.000	0.00
0024                          L020.01	4.16	42,301.000	175,972.16
EROSION CONTROL, TYPE A	SY	42,301.000	175,972.16
		0.000	0.00
		0.000	0.00
0025                          L020.03	1.36	167,725.000	228,106.00
EROSION CONTROL, TYPE C	SY	167,725.000	228,106.00
		0.000	0.00
		0.000	0.00
0026                          L020.08	4.27	43,288.000	184,839.76
EROSION CONTROL, TYPE AA	SY	43,288.000	184,839.76
		0.000	0.00
		0.000	0.00
0027                          L020.09	9.16	11,635.000	106,576.60
EROSION CONTROL, TYPE AAA	SY	11,635.000	106,576.60
		0.000	0.00
		0.000	0.00
0028                          L020.10	1.40	7,751.000	10,851.40
EROSION CONTROL, TYPE HV	SY	7,751.000	10,851.40
		0.000	0.00
		0.000	0.00
0029                          L021.01	14.01	818.000	11,460.18
EROSION CHECKS, TYPE A	BALE	818.000	11,460.18
		0.000	0.00
		0.000	0.00
0030                          L021.03	12.93	884.000	11,430.12
EROSION CHECKS, TYPE C	BALE	884.000	11,430.12
		0.000	0.00
		0.000	0.00
0031                          L021.06	12.93	419.000	5,417.67
EROSION CHECKS, TYPE HV	BALE	419.000	5,417.67
		0.000	0.00
		0.000	0.00
0032                          L021.21	14.01	3,353.000	46,975.53
EROSION CHECKS, TYPE AA	BALE	3,353.000	46,975.53
		0.000	0.00
		0.000	0.00
0033                          L021.22	32.33	576.000	18,622.08
EROSION CHECKS, TYPE AAA	BALE	576.000	18,622.08
		0.000	0.00
		0.000	0.00
0034                          L022.11	2.05	36,764.000	75,366.20
FABRIC SILT FENCE-LOW POROSITY	LF	36,764.000	75,366.20
		7,261.000	14,885.05
		0.000	0.00
0035                          L022.12	2.37	233.000	552.21
FABRIC SILT FENCE-HIGH POROSITY	LF	233.000	552.21
		2,559.000	6,064.83
		0.000	0.00
0036                          L022.13	2.37	1,647.000	3,903.39
FABRIC SILT FENCE-LOW PROFILE HIGH POROSITY	LF	1,647.000	3,903.39
		0.000	0.00
		0.000	0.00
0037                          L022.25	3.02	3,199.000	9,660.98
FABRIC SILT FENCE, TYPE COIR FIBER	LF	3,199.000	9,660.98
		0.000	0.00
		0.000	0.00
0038                          L022.75	4.28	16,903.000	72,344.84
TEMPORARY SILT CHECK	LF	16,903.000	72,344.84
		5,022.000	21,494.16
		0.000	0.00
0039                          L032.75	64.66	545.000	35,239.70
MULCH	TON	545.000	35,239.70
		95.500	6,175.03
		0.000	0.00
0040                          P402.12	10.78	129.000	1,390.62
12" CULVERT PIPE, TYPE 3,4,5 OR 6	LF	129.000	1,390.62
		0.000	0.00
		0.000	0.00
0041                          P402.15	12.93	2,136.000	27,618.48
15" CULVERT PIPE, TYPE 3,4,5 OR 6	LF	2,136.000	27,618.48
		298.000	3,853.14
		0.000	0.00
0042                          P406.12	10.78	2,094.000	22,573.32
12" CULVERT PIPE, TYPE 2,3,4 OR 5	LF	2,094.000	22,573.32
		0.000	0.00
		0.000	0.00
GROUP 1 GRADING		Contracted	6,626,980.05
		Current	6,626,980.05
		In place	2,445,031.00
		This Estimate	379,060.77
GROUP 3 CONCRETE PAVEMENT
0043                          0002.61	26.94	2,390.000	64,386.60
PLOWABLE PAVEMENT MARKER	EACH	2,390.000	64,386.60
		0.000	0.00
		0.000	0.00
0044                          0030.30	1,576,746.00	1.000	1,576,746.00
MOBILIZATION	LS	1.000	1,576,746.00
		0.075	118,255.95
		0.000	0.00
0045                          1020.01	14.82	377.000	5,587.14
DELINEATOR, TYPE I	EACH	377.000	5,587.14
		0.000	0.00
		0.000	0.00
0046                          1020.02	15.90	87.000	1,383.30
DELINEATOR, TYPE II	EACH	87.000	1,383.30
		0.000	0.00
		0.000	0.00
0047                          2009.52	0.38	67,886.000	25,796.68
CRUSHED ROCK EMBEDMENT	SY	67,886.000	25,796.68
		0.000	0.00
		0.000	0.00
0048                          2010.03	8.98	9,334.000	83,819.32
CRUSHED ROCK SURFACE COURSE	TON	9,334.000	83,819.32
		0.000	0.00
		0.000	0.00
0049                          3017.40	12.29	2,042.200	25,098.64
CONCRETE CLASS 47B-3000 MEDIAN SURFACING	SY	2,042.200	25,098.64
		0.000	0.00
		0.000	0.00
0050                          3025.00	32.32	927.000	29,960.64
CONCRETE CLASS 47BD-4000 MEDIAN BARRIER	LF	927.000	29,960.64
		0.000	0.00
		0.000	0.00
0051                          3027.00	1,839.00	2.000	3,678.00
CONCRETE CLASS 47BD-4000 MEDIAN BARRIER TRANSITION SECTION	EACH	2.000	3,678.00
		0.000	0.00
		0.000	0.00
0052                          3075.72	22.91	17,059.000	390,821.69
12" CONCRETE PAVEMENT, CLASS 47B-3500	SY	17,059.000	390,821.69
		0.000	0.00
		0.000	0.00
0053                          3075.76	25.28	20,022.000	506,156.16
12" DOWELED CONCRETE PAVEMENT, CLASS 47B-3500	SY	20,022.000	506,156.16
		0.000	0.00
		0.000	0.00
0054                          3075.92	23.95	258,703.000	6,195,936.85
14" CONCRETE PAVEMENT, CLASS 47B-3500	SY	258,703.000	6,195,936.85
		0.000	0.00
		0.000	0.00
0055                          3075.96	25.49	383,485.000	9,775,032.65
14" DOWELED CONCRETE PAVEMENT, CLASS 47B-3500	SY	383,485.000	9,775,032.65
		0.000	0.00
		0.000	0.00
0056                          3089.25	33.04	60,414.000	1,996,078.56
TEMPORARY SURFACING	SY	60,414.000	1,996,078.56
10"		29,058.000	960,076.32
		19,700.000	650,888.00
0057                          3300.50	72,016.00	1.000	72,016.00
PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING	LS	1.000	72,016.00
		0.000	0.00
		0.000	0.00
0058                          3300.65	53.10	333.000	17,682.30
CONCRETE PAVEMENT THICKNESS CORE	EACH	333.000	17,682.30
		0.000	0.00
		0.000	0.00
0059                          6010.40	356.22	50.490	17,985.55
CLASS 47BD-4000 CONCRETE FOR BARRIER	CY	50.490	17,985.55
		0.000	0.00
		0.000	0.00
0060                          6010.75	185.80	39.000	7,246.20
CLASS 47BD-4000 CONCRETE FOR PIER PROTECTION	CY	39.000	7,246.20
		0.000	0.00
		0.000	0.00
0061                          6131.61	0.63	16,133.000	10,163.79
EPOXY COATED REINFORCING STEEL FOR BARRIER	LB	16,133.000	10,163.79
		0.000	0.00
		0.000	0.00
0062                          6131.75	0.99	1,680.000	1,663.20
EPOXY COATED REINFORCING STEEL FOR PIER PROTECTION	LB	1,680.000	1,663.20
		0.000	0.00
		0.000	0.00
0063                          7492.14	0.98	97,800.000	95,844.00
4" WHITE DURABLE LIQUID PAVEMENT MARKING	LF	97,800.000	95,844.00
		0.000	0.00
		0.000	0.00
0064                          7492.24	0.98	97,800.000	95,844.00
4" YELLOW DURABLE LIQUID PAVEMENT MARKING	LF	97,800.000	95,844.00
		0.000	0.00
		0.000	0.00
0065                          7500.42	269.00	4.000	1,076.00
HANDICAPPED SYMBOL PREFORMED PAVEMENT MARKING, TYPE 4	EACH	4.000	1,076.00
		0.000	0.00
		0.000	0.00
0066                          7502.04	1.99	10,700.000	21,293.00
4" WHITE PREFORMED PAVEMENT MARKING, TYPE 4	LF	10,700.000	21,293.00
		0.000	0.00
		0.000	0.00
0067                          7502.14	2.94	46,950.000	138,033.00
4" WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	LF	46,950.000	138,033.00
		0.000	0.00
		0.000	0.00
0068                          7503.04	2.04	4,350.000	8,874.00
4" YELLOW PREFORMED PAVEMENT MARKING, TYPE 4	LF	4,350.000	8,874.00
		0.000	0.00
		0.000	0.00
0069                          7508.04	6.74	1,375.000	9,267.50
12" WHITE PREFORMED PAVEMENT MARKING, TYPE 4	LF	1,375.000	9,267.50
		0.000	0.00
		0.000	0.00
0070                          7508.14	9.43	2,200.000	20,746.00
12" WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	LF	2,200.000	20,746.00
		0.000	0.00
		0.000	0.00
0071                          8011.09	10.01	25,635.000	256,606.35
CRUSHED ROCK FOUNDATION COURSE 9"	SY	25,635.000	256,606.35
		0.000	0.00
		0.000	0.00
0072                          8011.12	13.02	33,375.000	434,542.50
CRUSHED ROCK FOUNDATION COURSE 12"	SY	33,375.000	434,542.50
		29,058.000	378,335.16
		19,700.000	256,494.00
0073                          8022.00	105.41	8,200.000	864,362.00
HYDRATED LIME	TON	8,200.000	864,362.00
		0.000	0.00
		0.000	0.00
0074                          8029.11	4.58	58,950.000	269,991.00
AGGREGATE FOUNDATION COURSE-D 5"	SY	58,950.000	269,991.00
		0.000	0.00
		0.000	0.00
0075                          8029.85	1.83	277,607.000	508,020.81
BITUMINOUS FOUNDATION COURSE 5"	SY	277,607.000	508,020.81
		0.000	0.00
		0.000	0.00
0076                          8032.05	1.24	336,558.000	417,331.92
CRUSHED CONCRETE FOUNDATION COURSE 5"	SY	336,558.000	417,331.92
		0.000	0.00
		0.000	0.00
0077                          8060.05	41.40	1,105.000	45,747.00
GRANULAR SUBDRAIN	EACH	1,105.000	45,747.00
		0.000	0.00
		0.000	0.00
0078                          8060.06	2.23	81,550.000	181,856.50
LONGITUDINAL SUBDRAIN	LF	81,550.000	181,856.50
		0.000	0.00
		0.000	0.00
0079                          8101.50	1.48	673,115.000	996,210.20
STABILIZED SUBGRADE	SY	673,115.000	996,210.20
		0.000	0.00
		0.000	0.00
0080                          9005.00	84.06	100.000	8,406.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	TON	100.000	8,406.00
SP5(0.5)		0.000	0.00
		0.000	0.00
0081                          9009.86	29.40	1,029.000	30,252.60
SURFACING 6"	SY	1,029.000	30,252.60
		0.000	0.00
		0.000	0.00
0082                          9111.00	18.77	2,678.000	50,266.06
WATER	MGAL	2,678.000	50,266.06
		0.000	0.00
		0.000	0.00
0083                          9170.00	137.94	1,949.825	268,958.86
EARTH SHOULDER CONSTRUCTION	STA	1,949.825	268,958.86
		0.000	0.00
		0.000	0.00
0084                          9179.34	2.08	139,099.000	289,325.92
COLD MILLING, CLASS 4	SY	139,099.000	289,325.92
		6,045.000	12,573.60
		0.000	0.00
0085                          9185.77	16.92	1,877.000	31,758.84
RUMBLE STRIPS, CONCRETE	STA	1,877.000	31,758.84
		0.000	0.00
		0.000	0.00
0086                          9188.50	26.17	199.000	5,207.83
SURFACING UNDER GUARDRAIL	SY	199.000	5,207.83
		0.000	0.00
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	25,857,061.16
		Current	25,857,061.16
		In place	1,469,241.03
		This Estimate	907,382.00
GROUP 4 CULVERTS
0087                          0030.40	128,614.00	1.000	128,614.00
MOBILIZATION	LS	1.000	128,614.00
		1.000	128,614.00
		0.000	0.00
0088                          1043.50	0.73	750.000	547.50
RIPRAP FILTER FABRIC	SY	750.000	547.50
		0.000	0.00
		0.000	0.00
0089                          1119.00	165.39	64.000	10,584.96
REMOVE INLET	EACH	64.000	10,584.96
		0.000	0.00
		0.000	0.00
0090                          4002.00	1.06	125.000	132.50
CAST IRON COVER AND FRAME	LB	125.000	132.50
		0.000	0.00
		0.000	0.00
0091                          4004.50	1.16	19,500.000	22,620.00
CAST IRON GRATE AND FRAME	LB	19,500.000	22,620.00
		1,260.000	1,461.60
		0.000	0.00
0092                          4018.00	789.00	1.000	789.00
TAPPING EXISTING STRUCTURE	EACH	1.000	789.00
		0.000	0.00
		0.000	0.00
0093                          4018.50	148.76	11.000	1,636.36
TAPPING EXISTING PIPE	EACH	11.000	1,636.36
		0.000	0.00
		0.000	0.00
0094                          4035.00	30.16	34.000	1,025.44
REMOVE FLARED-END SECTION	EACH	34.000	1,025.44
		4.000	120.64
		0.000	0.00
0095                          4035.25	56.00	4.000	224.00
REMOVE AND SALVAGE FLARED-END SECTION	EACH	4.000	224.00
		4.000	224.00
		0.000	0.00
0096                          4040.00	88.23	85.000	7,499.55
REMOVE HEADWALLS FROM CULVERTS	EACH	85.000	7,499.55
		39.000	3,440.97
		7.000	617.61
0097                          4041.00	737.00	1.000	737.00
CULVERT CLEANOUT	EACH	1.000	737.00
AT STA. 2283+09.8		0.000	0.00
		0.000	0.00
0098                          4043.50	7.20	86.000	619.20
REMOVE SEWER PIPE	LF	86.000	619.20
		0.000	0.00
		0.000	0.00
0099                          4044.00	1,220.00	1.000	1,220.00
PREPARATION OF STRUCTURE	EACH	1.000	1,220.00
AT STA. 2248+59 LT.		1.000	1,220.00
		0.000	0.00
0100                          4044.01	1,883.00	1.000	1,883.00
PREPARATION OF STRUCTURE	EACH	1.000	1,883.00
AT STA. 2248+59		1.000	1,883.00
		0.000	0.00
0101                          4044.02	1,651.00	1.000	1,651.00
PREPARATION OF STRUCTURE	EACH	1.000	1,651.00
AT STA. 2266+65.5		1.000	1,651.00
		0.000	0.00
0102                          4044.03	1,983.00	1.000	1,983.00
PREPARATION OF STRUCTURE	EACH	1.000	1,983.00
AT STA. 2283+09.8		1.000	1,983.00
		0.000	0.00
0103                          4044.04	8,506.00	1.000	8,506.00
PREPARATION OF STRUCTURE	EACH	1.000	8,506.00
AT STA. 2302+80		1.000	8,506.00
		0.000	0.00
0104                          4044.05	1,570.00	1.000	1,570.00
PREPARATION OF STRUCTURE	EACH	1.000	1,570.00
AT STA. 2360+58.3		1.000	1,570.00
		0.000	0.00
0105                          4044.06	1,995.00	1.000	1,995.00
PREPARATION OF STRUCTURE	EACH	1.000	1,995.00
AT STA. 2419+72.7		1.000	1,995.00
		0.000	0.00
0106                          4044.07	3,542.00	1.000	3,542.00
PREPARATION OF STRUCTURE	EACH	1.000	3,542.00
AT STA. 2437+45.5		1.000	3,542.00
		0.000	0.00
0107                          4044.08	10,169.00	1.000	10,169.00
PREPARATION OF STRUCTURE	EACH	1.000	10,169.00
AT STA. 2475+83.6		0.500	5,084.50
		0.000	0.00
0108                          4044.09	7,503.00	1.000	7,503.00
PREPARATION OF STRUCTURE	EACH	1.000	7,503.00
AT STA. 2492+69.8		0.250	1,875.75
		0.000	0.00
0109                          4044.10	2,636.00	1.000	2,636.00
PREPARATION OF STRUCTURE	EACH	1.000	2,636.00
AT STA. 2569+99		0.500	1,318.00
		0.000	0.00
0110                          4044.11	2,933.00	1.000	2,933.00
PREPARATION OF STRUCTURE	EACH	1.000	2,933.00
AT STA. 2593+46.7		1.000	2,933.00
		0.000	0.00
0111                          4044.12	4,830.00	1.000	4,830.00
PREPARATION OF STRUCTURE	EACH	1.000	4,830.00
AT STA. 2640+99		0.500	2,415.00
		0.000	0.00
0112                          4044.13	1,813.00	1.000	1,813.00
PREPARATION OF STRUCTURE	EACH	1.000	1,813.00
AT STA. 2677+94.7		0.500	906.50
		0.000	0.00
0113                          4044.14	1,982.00	1.000	1,982.00
PREPARATION OF STRUCTURE	EACH	1.000	1,982.00
AT STA. 2685+84.1		0.500	991.00
		0.000	0.00
0114                          4050.01	2.49	18,946.000	47,175.54
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	CY	18,946.000	47,175.54
		3,928.000	9,780.72
		6.000	14.94
0115                          4051.01	8.36	9,194.000	76,861.84
EXCAVATION FOR BOX CULVERTS	CY	9,978.000	83,416.08
		7,976.000	66,679.36
		884.000	7,390.24
0116                          4100.06	291.44	38.100	11,103.86
CLASS 47B-3000 OR AX-3000 CONCRETE FOR HEADWALL	CY	38.100	11,103.86
		21.000	6,120.24
		0.000	0.00
0117                          4101.06	281.32	2,258.790	635,442.80
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT	CY	2,258.790	635,442.80
		1,467.100	412,724.57
		54.350	15,289.74
0118                          4105.59	448.90	52.600	23,612.14
CLASS 47B-3000 CONCRETE FOR INLET AND JUNCTION BOX	CY	52.600	23,612.14
		6.000	2,693.40
		0.000	0.00
0119                          4107.07	466.72	40.880	19,079.51
CLASS 47B-3000 OR AX-3000 CONCRETE FOR CONCRETE COLLARS	CY	40.880	19,079.51
		18.360	8,568.98
		1.840	858.76
0120                          4130.06	31,125.00	0.090	2,801.25
CLASS 47B-3000 OR AX-3000 CONCRETE FOR PIPE CULVERT PLUG	CY	0.090	2,801.25
		0.000	0.00
		0.000	0.00
0121                          4150.00	0.27	3,744.000	1,010.88
REINFORCING STEEL FOR HEADWALL	LB	3,744.000	1,010.88
		2,030.000	548.10
		0.000	0.00
0122                          4151.00	0.63	216,177.000	136,191.51
REINFORCING STEEL FOR BOX CULVERT	LB	216,177.000	136,191.51
		126,645.000	79,786.35
		5,672.000	3,573.36
0123                          4155.50	0.27	3,827.000	1,033.29
REINFORCING STEEL FOR INLET AND JUNCTION BOX	LB	3,827.000	1,033.29
		209.000	56.43
		0.000	0.00
0124                          4157.00	0.27	2,514.000	678.78
REINFORCING STEEL FOR COLLARS	LB	2,514.000	678.78
		1,189.000	321.03
		106.000	28.62
0125                          4210.18	128.49	34.000	4,368.66
BAR GRATE FOR 18" FLARED-END SECTION	EACH	34.000	4,368.66
		4.000	513.96
		0.000	0.00
0126                          4210.24	161.00	2.000	322.00
BAR GRATE FOR 24" FLARED-END SECTION	EACH	2.000	322.00
		0.000	0.00
		0.000	0.00
0127                          4210.30	195.00	2.000	390.00
BAR GRATE FOR 30" FLARED-END SECTION	EACH	2.000	390.00
		0.000	0.00
		0.000	0.00
0128                          4210.36	357.00	4.000	1,428.00
BAR GRATE FOR 36" FLARED-END SECTION	EACH	4.000	1,428.00
		3.000	1,071.00
		0.000	0.00
0129                          4210.48	352.00	2.000	704.00
BAR GRATE FOR 48" FLARED-END SECTION	EACH	2.000	704.00
		0.000	0.00
		0.000	0.00
0130                          4310.15	100.00	2.000	200.00
15" FLARED-END SECTION	EACH	2.000	200.00
		0.000	0.00
		0.000	0.00
0131                          4310.18	241.46	91.000	21,972.86
18" FLARED-END SECTION	EACH	91.000	21,972.86
		30.000	7,243.80
		9.000	2,173.14
0132                          4310.24	217.78	29.000	6,315.62
24" FLARED-END SECTION	EACH	29.000	6,315.62
		16.000	3,484.48
		1.000	217.78
0133                          4310.30	346.00	5.000	1,730.00
30" FLARED-END SECTION	EACH	5.000	1,730.00
		1.000	346.00
		0.000	0.00
0134                          4310.36	443.64	22.000	9,760.08
36" FLARED-END SECTION	EACH	22.000	9,760.08
		9.000	3,992.76
		2.000	887.28
0135                          4310.42	607.81	12.000	7,293.72
42" FLARED-END SECTION	EACH	12.000	7,293.72
		4.000	2,431.24
		0.000	0.00
0136                          4310.48	787.54	12.000	9,450.48
48" FLARED-END SECTION	EACH	12.000	9,450.48
		5.000	3,937.70
		0.000	0.00
0137                          4310.66	1,264.00	1.000	1,264.00
66" FLARED-END SECTION	EACH	1.000	1,264.00
		0.000	0.00
		0.000	0.00
0138                          4325.18	454.00	2.000	908.00
18" SAFETY SLOPED END SECTION	EACH	2.000	908.00
		0.000	0.00
		0.000	0.00
0139                          4461.18	264.00	1.000	264.00
INSTALL 18" CONCRETE FLARED-END SECTION	EACH	1.000	264.00
		1.000	264.00
		0.000	0.00
0140                          4461.24	296.00	2.000	592.00
INSTALL 24" CONCRETE FLARED-END SECTION	EACH	2.000	592.00
		2.000	592.00
		0.000	0.00
0141                          4461.36	458.00	1.000	458.00
INSTALL 36" CONCRETE FLARED-END SECTION	EACH	1.000	458.00
		0.000	0.00
		0.000	0.00
0142                          4670.05	30.69	788.000	24,183.72
CULVERT SANDFILL	CY	788.000	24,183.72
		170.000	5,217.30
		0.000	0.00
0143                          4680.18	58.48	1,518.600	88,807.73
18" CORRUGATED METAL SLOTTED PIPE	LF	1,518.600	88,807.73
		0.000	0.00
		0.000	0.00
0144                          4885.48	229.54	456.000	104,670.24
JACKING 48" CULVERT PIPE, TYPE 2 CLASS V	LF	456.000	104,670.24
		448.000	102,833.92
		0.000	0.00
0145                          4900.11	592.71	11.000	6,519.81
CONCRETE CULVERT REPAIR	SY	11.000	6,519.81
		0.000	0.00
		0.000	0.00
0146                          4900.12	350.24	193.000	67,596.32
SHOTCRETE REPAIR	SY	193.000	67,596.32
		0.000	0.00
		0.000	0.00
0147                          4900.24	1,735.76	13.000	22,564.88
AREA INLET SEDIMENT FILTER	EACH	13.000	22,564.88
		0.000	0.00
		0.000	0.00
0148                          6040.00	27,853.00	1.000	27,853.00
REMOVE STRUCTURE	EACH	1.000	27,853.00
AT STA. 2285+75		0.750	20,889.75
		0.000	0.00
0149                          6105.02	20.94	573.420	12,007.41
ROCK RIPRAP, TYPE B	TON	831.420	17,409.93
		0.000	0.00
		0.000	0.00
0150                          P120.18	18.65	413.000	7,702.45
18" CULVERT PIPE, TYPE 2	LF	413.000	7,702.45
		203.000	3,785.95
		0.000	0.00
0151                          P120.24	23.79	296.000	7,041.84
24" CULVERT PIPE, TYPE 2	LF	296.000	7,041.84
		244.000	5,804.76
		0.000	0.00
0152                          P120.30	40.04	409.000	16,376.36
30" CULVERT PIPE, TYPE 2	LF	409.000	16,376.36
		268.000	10,730.72
		0.000	0.00
0153                          P120.36	55.47	391.000	21,688.77
36" CULVERT PIPE, TYPE 2	LF	391.000	21,688.77
		267.000	14,810.49
		12.000	665.64
0154                          P120.42	67.41	620.000	41,794.20
42" CULVERT PIPE, TYPE 2	LF	620.000	41,794.20
		268.000	18,065.88
		0.000	0.00
0155                          P120.48	80.72	735.000	59,329.20
48" CULVERT PIPE, TYPE 2	LF	735.000	59,329.20
		415.000	33,498.80
		0.000	0.00
0156                          P120.66	132.36	72.000	9,529.92
66" CULVERT PIPE, TYPE 2	LF	72.000	9,529.92
		0.000	0.00
		0.000	0.00
0157                          P129.48	89.89	456.000	40,989.84
48" CULVERT PIPE, TYPE 2 CLASS V	LF	456.000	40,989.84
		456.000	40,989.84
		0.000	0.00
0158                          P300.18	14.76	503.000	7,424.28
18" CULVERT PIPE, TYPE 3,4 OR 5	LF	503.000	7,424.28
		330.000	4,870.80
		0.000	0.00
0159                          P300.36	39.01	65.000	2,535.65
36" CULVERT PIPE, TYPE 3,4 OR 5	LF	65.000	2,535.65
		0.000	0.00
		0.000	0.00
0160                          P300.42	46.56	74.000	3,445.44
42" CULVERT PIPE, TYPE 3,4 OR 5	LF	74.000	3,445.44
		0.000	0.00
		0.000	0.00
0161                          P300.48	61.41	184.500	11,330.14
48" CULVERT PIPE, TYPE 3,4 OR 5	LF	184.500	11,330.14
		76.000	4,667.16
		0.000	0.00
0162                          P400.18	17.82	5,888.000	104,924.16
18" CULVERT PIPE, TYPE 2,5,7 OR 8	LF	5,888.000	104,924.16
		1,670.000	29,759.40
		474.000	8,446.68
0163                          P400.24	27.73	1,001.000	27,757.73
24" CULVERT PIPE, TYPE 2,5,7 OR 8	LF	1,001.000	27,757.73
		256.000	7,098.88
		78.000	2,162.94
0164                          P400.30	32.22	266.000	8,570.52
30" CULVERT PIPE, TYPE 2,5,7 OR 8	LF	266.000	8,570.52
		12.000	386.64
		0.000	0.00
0165                          P400.36	49.87	534.000	26,630.58
36" CULVERT PIPE, TYPE 2,5,7 OR 8	LF	534.000	26,630.58
		225.000	11,220.75
		0.000	0.00
0166                          P400.42	63.74	148.000	9,433.52
42" CULVERT PIPE, TYPE 2,5,7 OR 8	LF	148.000	9,433.52
		0.000	0.00
		0.000	0.00
0167                          P402.15	11.34	243.000	2,755.62
15" CULVERT PIPE, TYPE 3,4,5 OR 6	LF	243.000	2,755.62
		0.000	0.00
		0.000	0.00
0168                          P402.18	12.94	346.000	4,477.24
18" CULVERT PIPE, TYPE 3,4,5 OR 6	LF	346.000	4,477.24
		184.000	2,380.96
		0.000	0.00
0169                          P402.24	17.06	748.000	12,760.88
24" CULVERT PIPE, TYPE 3,4,5 OR 6	LF	748.000	12,760.88
		478.000	8,154.68
		0.000	0.00
0170                          P402.36	41.85	810.000	33,898.50
36" CULVERT PIPE, TYPE 3,4,5 OR 6	LF	810.000	33,898.50
		293.000	12,262.05
		0.000	0.00
4001                          6310.00	25.77	0.000	0.00
STEEL SHEET PILING	SF	1,800.000	46,386.00
		1,800.000	46,386.00
		1,800.000	46,386.00
GROUP 4 CULVERTS		Contracted	2,066,258.30
		Current	2,124,601.06
		In place	1,166,705.81
		This Estimate	88,712.73
GROUP 5 SEEDING
0171                          0030.50	323.00	1.000	323.00
MOBILIZATION	LS	1.000	323.00
		0.000	0.00
		0.000	0.00
0172                          L001.01	562.91	141.000	79,370.31
SEEDING, TYPE A	ACRE	141.000	79,370.31
		0.000	0.00
		0.000	0.00
0173                          L001.02	376.10	85.000	31,968.50
SEEDING, TYPE B	ACRE	85.000	31,968.50
		0.000	0.00
		0.000	0.00
0174                          L020.07	2.76	6,725.000	18,561.00
EROSION CONTROL, TYPE B-1	SY	6,725.000	18,561.00
		0.000	0.00
		0.000	0.00
0175                          L032.75	61.43	452.000	27,766.36
MULCH	TON	452.000	27,766.36
		0.000	0.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	157,989.17
		Current	157,989.17
		In place	0.00
		This Estimate	0.00
GROUP 7 GUARDRAIL
0176                          0030.70	73.00	1.000	73.00
MOBILIZATION	LS	1.000	73.00
		0.000	0.00
		0.000	0.00
0177                          7011.20	15.09	368.750	5,564.44
W-BEAM GUARDRAIL	LF	368.750	5,564.44
		0.000	0.00
		0.000	0.00
0178                          7019.50	25,863.64	13.000	336,227.32
IMPACT ATTENUATOR	EACH	13.000	336,227.32
		0.000	0.00
		0.000	0.00
0179                          7019.80	3,880.00	2.000	7,760.00
PERMANENT INERTIAL BARRIER SYSTEM	EACH	2.000	7,760.00
		0.000	0.00
		0.000	0.00
0180                          7020.00	2,155.00	2.000	4,310.00
BRIDGE APPROACH SECTIONS	EACH	2.000	4,310.00
		0.000	0.00
		0.000	0.00
0181                          7024.25	1,778.00	2.000	3,556.00
GUARDRAIL END TREATMENT, TYPE I	EACH	2.000	3,556.00
		0.000	0.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	357,490.76
		Current	357,490.76
		In place	0.00
		This Estimate	0.00
GROUP 7B FENCING
0182                          0030.71	5,608.00	1.000	5,608.00
MOBILIZATION	LS	1.000	5,608.00
		1.000	5,608.00
		0.000	0.00
0183                          7100.00	1.43	96,212.000	137,583.16
RIGHT-OF-WAY FENCE	LF	96,212.000	137,583.16
		43,573.000	62,309.39
		6,162.000	8,811.66
0184                          7103.00	102.38	44.000	4,504.72
END POSTS	EACH	44.000	4,504.72
		22.000	2,252.36
		1.000	102.38
0185                          7104.00	114.23	11.000	1,256.53
PULL POSTS	EACH	11.000	1,256.53
		2.000	228.46
		1.000	114.23
0186                          7105.00	129.32	173.000	22,372.36
CORNER POSTS	EACH	173.000	22,372.36
		88.000	11,380.16
		20.000	2,586.40
0187                          7106.12	356.00	1.000	356.00
12' VEHICLE GATE	EACH	1.000	356.00
		0.000	0.00
		0.000	0.00
0188                          7110.05	6.65	5,225.000	34,746.25
5 FOOT CHAIN-LINK FENCE	LF	5,225.000	34,746.25
		0.000	0.00
		0.000	0.00
0189                          7115.05	127.00	3.000	381.00
END POST FOR 5 FOOT CHAIN-LINK FENCE	EACH	3.000	381.00
		0.000	0.00
		0.000	0.00
0190                          7116.05	115.31	19.000	2,190.89
CORNER POST FOR 5 FOOT CHAIN-LINK FENCE	EACH	19.000	2,190.89
		0.000	0.00
		0.000	0.00
0191                          7130.00	1.08	680.000	734.40
BARBED WIRE FENCE	LF	680.000	734.40
		0.000	0.00
		0.000	0.00
GROUP 7B FENCING		Contracted	209,733.31
		Current	209,733.31
		In place	81,778.37
		This Estimate	11,614.67
GROUP 8B ELECTRICAL
0192                          0030.81	7,544.00	1.000	7,544.00
MOBILIZATION	LS	1.000	7,544.00
		0.000	0.00
		0.000	0.00
0193                          7312.00	46,829.00	1.000	46,829.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	46,829.00
DMS 1		0.000	0.00
		0.000	0.00
0194                          7312.01	46,829.00	1.000	46,829.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	46,829.00
DMS 2		0.000	0.00
		0.000	0.00
0195                          A001.01	550.00	3.000	1,650.00
PULL BOX, TYPE PB-1	EACH	3.000	1,650.00
		0.000	0.00
		0.000	0.00
0196                          A001.05	765.00	2.000	1,530.00
PULL BOX, TYPE PB-2	EACH	2.000	1,530.00
		0.000	0.00
		0.000	0.00
0197                          A001.06	679.00	1.000	679.00
PULL BOX, TYPE PB-2A	EACH	1.000	679.00
		0.000	0.00
		0.000	0.00
0198                          A001.12	442.00	6.000	2,652.00
PULL BOX, TYPE PB-5	EACH	6.000	2,652.00
		0.000	0.00
		0.000	0.00
0199                          A002.00	17,361.00	1.000	17,361.00
TRAFFIC DETECTOR	EACH	1.000	17,361.00
AT STA. 2355+00		0.000	0.00
		0.000	0.00
0200                          A007.08	420.00	2.000	840.00
VEHICLE DETECTOR, TYPE TD-3	EACH	2.000	840.00
		0.000	0.00
		0.000	0.00
0201                          A007.45	1,627.00	10.000	16,270.00
STREET LIGHTING UNIT, TYPE SL-A-20-0-0.25	EACH	10.000	16,270.00
		0.000	0.00
		0.000	0.00
0202                          A007.47	1,961.00	3.000	5,883.00
STREET LIGHTING UNIT, TYPE SL-BT-20-0-0.25	EACH	3.000	5,883.00
		0.000	0.00
		0.000	0.00
0203                          A007.53	1,692.00	10.000	16,920.00
STREET LIGHTING UNIT, TYPE SL-BT-25-1-0.25	EACH	10.000	16,920.00
		0.000	0.00
		0.000	0.00
0204                          A010.59	668.00	4.000	2,672.00
UNDERDECK LUMINAIRE, TYPE UD-200	EACH	4.000	2,672.00
		0.000	0.00
		0.000	0.00
0205                          A030.90	431.00	2.000	862.00
TELEPHONE DROP	EACH	2.000	862.00
		0.000	0.00
		0.000	0.00
0206                          A069.14	2.69	332.000	893.08
1-INCH CONDUIT IN TRENCH	LF	332.000	893.08
		0.000	0.00
		0.000	0.00
0207                          A070.10	2.53	3,688.000	9,330.64
1 1/2-INCH CONDUIT IN TRENCH	LF	3,688.000	9,330.64
		0.000	0.00
		0.000	0.00
0208                          A070.14	3.13	689.000	2,156.57
2-INCH CONDUIT IN TRENCH	LF	689.000	2,156.57
		0.000	0.00
		0.000	0.00
0209                          A070.18	3.45	860.000	2,967.00
3-INCH CONDUIT IN TRENCH	LF	860.000	2,967.00
		0.000	0.00
		0.000	0.00
0210                          A072.08	2.91	768.000	2,234.88
1-INCH CONDUIT UNDER ROADWAY	LF	768.000	2,234.88
		0.000	0.00
		0.000	0.00
0211                          A072.10	4.26	62.000	264.12
1 1/2-INCH CONDUIT UNDER ROADWAY	LF	62.000	264.12
		0.000	0.00
		0.000	0.00
0212                          A072.14	4.47	242.000	1,081.74
2-INCH CONDUIT UNDER ROADWAY	LF	242.000	1,081.74
		0.000	0.00
		0.000	0.00
0213                          A074.10	22.00	7.000	154.00
1-INCH CONDUIT, JACKED	LF	7.000	154.00
		0.000	0.00
		0.000	0.00
0214                          A077.17	1.19	1,155.000	1,374.45
7/C #14 AWG TRAFFIC SIGNAL CABLE	LF	1,155.000	1,374.45
		0.000	0.00
		0.000	0.00
0215                          A079.01	0.92	212.000	195.04
2/C #14 AWG DETECTOR LEAD-IN CABLE	LF	212.000	195.04
		0.000	0.00
		0.000	0.00
0216                          A079.50	0.97	1,590.000	1,542.30
GROUNDING CONDUCTOR	LF	1,590.000	1,542.30
		0.000	0.00
		0.000	0.00
0217                          A079.59	1.08	1,557.000	1,681.56
SERVICE CABLE	LF	1,557.000	1,681.56
NO. 6		0.000	0.00
		0.000	0.00
0218                          A080.22	0.92	5,015.000	4,613.80
STREET LIGHTING CABLE, NO. 6 BARE	LF	5,015.000	4,613.80
		0.000	0.00
		0.000	0.00
0219                          A080.24	1.08	10,030.000	10,832.40
STREET LIGHTING CABLE, NO. 6 USE	LF	10,030.000	10,832.40
		0.000	0.00
		0.000	0.00
0220                          A080.45	0.86	136.000	116.96
STREET LIGHTING CABLE, NO. 12 BARE	LF	136.000	116.96
		0.000	0.00
		0.000	0.00
0221                          A080.49	0.92	272.000	250.24
STREET LIGHTING CABLE, NO. 12 USE	LF	272.000	250.24
		0.000	0.00
		0.000	0.00
0222                          A081.00	1.35	90.000	121.50
6 PAIR COMMUNICATION CABLE	LF	90.000	121.50
		0.000	0.00
		0.000	0.00
0223                          A580.94	1,940.00	2.000	3,880.00
INSTALL	EACH	2.000	3,880.00
DYNAMIC MESSAGE SIGN CONTROLLER		0.000	0.00
		0.000	0.00
0224                          A580.95	4,849.00	2.000	9,698.00
INSTALL	EACH	2.000	9,698.00
DYNAMIC MESSAGE SIGN		0.000	0.00
		0.000	0.00
0225                          A580.96	1.72	341.000	586.52
INSTALL	LF	341.000	586.52
DYNAMIC MESSAGE SIGN COMMUNICATION CABLE		0.000	0.00
		0.000	0.00
0226                          A600.00	269.00	5.000	1,345.00
REMOVE LIGHTING UNIT	EACH	5.000	1,345.00
		0.000	0.00
		0.000	0.00
0227                          A630.20	81.00	3.000	243.00
REMOVE PULL BOX	EACH	3.000	243.00
		0.000	0.00
		0.000	0.00
0228                          A679.57	0.43	1,820.000	782.60
REMOVE TRAFFIC SIGNAL CABLE	LF	1,820.000	782.60
		0.000	0.00
		0.000	0.00
0229                          A700.25	3,707.00	2.000	7,414.00
RELOCATE TEMPORARY LIGHTING SYSTEM	EACH	2.000	7,414.00
		0.000	0.00
		0.000	0.00
0230                          A780.05	4,246.00	1.000	4,246.00
TEMPORARY LIGHTING SYSTEM	EACH	1.000	4,246.00
AT STA. 2358+50		0.000	0.00
		0.000	0.00
0231                          A780.06	3,772.00	1.000	3,772.00
TEMPORARY LIGHTING SYSTEM	EACH	1.000	3,772.00
AT STA. 2371+25		0.000	0.00
		0.000	0.00
0232                          A780.07	3,772.00	1.000	3,772.00
TEMPORARY LIGHTING SYSTEM	EACH	1.000	3,772.00
AT STA. 2446+25		0.000	0.00
		0.000	0.00
0233                          A800.55	10.78	60.000	646.80
OPERATION AND MAINTENANCE OF TEMPORARY LIGHTING SYSTEM	DAY	60.000	646.80
AT STA. 2358+50 RT.		0.000	0.00
		0.000	0.00
0234                          A800.56	10.78	150.000	1,617.00
OPERATION AND MAINTENANCE OF TEMPORARY LIGHTING SYSTEM	DAY	150.000	1,617.00
AT STA. 2371+25 RT.		0.000	0.00
		0.000	0.00
0235                          A800.57	10.78	150.000	1,617.00
OPERATION AND MAINTENANCE OF TEMPORARY LIGHTING SYSTEM	DAY	150.000	1,617.00
AT STA. 2415+25 RT.		0.000	0.00
		0.000	0.00
0236                          A800.65	10.78	50.000	539.00
OPERATION AND MAINTENANCE OF TEMPORARY LIGHTING SYSTEM	DAY	50.000	539.00
AT STA. 2426+75 RT.		0.000	0.00
		0.000	0.00
0237                          A800.66	10.78	60.000	646.80
OPERATION AND MAINTENANCE OF TEMPORARY LIGHTING SYSTEM	DAY	60.000	646.80
AT STA. 2446+25 RT.		0.000	0.00
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	249,137.00
		Current	249,137.00
		In place	0.00
		This Estimate	0.00
GROUP 8C SIGNING
0238                          0030.82	4,526.00	1.000	4,526.00
MOBILIZATION	LS	1.000	4,526.00
		0.000	0.00
		0.000	0.00
0239                          7312.02	57,159.00	1.000	57,159.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	57,159.00
39		0.000	0.00
		0.000	0.00
0240                          7322.01	140.09	240.000	33,621.60
TYPE B SIGN	SY	240.000	33,621.60
		0.000	0.00
		0.000	0.00
0241                          7340.00	2.16	13,334.000	28,801.44
STRUCTURAL STEEL FOR SIGN SUPPORTS	LB	13,334.000	28,801.44
		0.000	0.00
		0.000	0.00
0242                          7360.24	398.73	16.000	6,379.68
24" SIGN SUPPORT FOOTING	EACH	16.000	6,379.68
		0.000	0.00
		0.000	0.00
0243                          7360.30	474.17	20.000	9,483.40
30" SIGN SUPPORT FOOTING	EACH	20.000	9,483.40
		0.000	0.00
		0.000	0.00
0244                          7390.10	242.47	20.000	4,849.40
REMOVE SIGN, POST, AND FOOTING	EACH	20.000	4,849.40
		6.000	1,454.82
		0.000	0.00
0245                          A010.08	808.00	3.000	2,424.00
LUMINAIRE, TYPE HPS-150	EACH	3.000	2,424.00
		0.000	0.00
		0.000	0.00
GROUP 8C SIGNING		Contracted	147,244.52
		Current	147,244.52
		In place	1,454.82
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0246                          0001.08	0.54	93,960.000	50,738.40
BARRICADE, TYPE II	BDAY	93,960.000	50,738.40
		2,514.000	1,357.56
		704.000	380.16
0247                          0001.10	2.16	9,177.000	19,822.32
BARRICADE, TYPE III	BDAY	9,177.000	19,822.32
		8,675.000	18,738.00
		518.000	1,118.88
0248                          0001.75	1.08	4,848.000	5,235.84
TEMPORARY SIGN DAY	EACH	4,848.000	5,235.84
		342.000	369.36
		76.000	82.08
0249                          0001.90	0.54	92,698.000	50,056.92
SIGN DAY	EACH	92,698.000	50,056.92
		8,897.000	4,804.38
		868.000	468.72
0250                          0001.98	3.23	654.000	2,112.42
CONTRACTOR FURNISHED SIGN	EACH	654.000	2,112.42
		12.000	38.76
		0.000	0.00
0251                          0002.30	0.54	206,770.000	111,655.80
PAVEMENT MARKING REMOVAL	LF	206,770.000	111,655.80
		0.000	0.00
		0.000	0.00
0252                          0002.44	0.04	1,217,150.000	48,686.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT	LF	1,217,150.000	48,686.00
		0.000	0.00
		0.000	0.00
0253                          0002.47	0.27	137,850.000	37,219.50
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION	LF	137,850.000	37,219.50
		0.000	0.00
		0.000	0.00
0254                          0002.85	26.94	75.000	2,020.50
TUBULAR POST	EACH	75.000	2,020.50
		0.000	0.00
		0.000	0.00
0255                          0002.97	188.59	154.000	29,042.86
FLASHING ARROW PANEL	DAY	154.000	29,042.86
		52.000	9,806.68
		11.000	2,074.49
0256                          0003.10	374.26	45.000	16,841.70
FLAGGING	DAY	45.000	16,841.70
		0.000	0.00
		0.000	0.00
0257                          0003.35	296.00	7.000	2,072.00
MOBILE TRAFFIC CONTROL OPERATION	DAY	7.000	2,072.00
		0.000	0.00
		0.000	0.00
0258                          0003.50	31.68	53,187.500	1,684,980.00
CONCRETE PROTECTION BARRIER	LF	53,187.500	1,684,980.00
		0.000	0.00
		0.000	0.00
0259                          0003.53	9.48	47,800.000	453,144.00
TEMPORARY GLARE SCREEN	LF	47,800.000	453,144.00
		0.000	0.00
		0.000	0.00
0260                          0003.56	3.41	189,500.000	646,195.00
RELOCATE CONCRETE PROTECTION BARRIER	LF	189,500.000	646,195.00
		0.000	0.00
		0.000	0.00
0261                          0003.57	1,024.00	5.000	5,120.00
RELOCATE INERTIAL BARRIER SYSTEM	EACH	5.000	5,120.00
		0.000	0.00
		0.000	0.00
0262                          0003.58	3,448.00	2.000	6,896.00
INERTIAL BARRIER SYSTEM	EACH	2.000	6,896.00
		0.000	0.00
		0.000	0.00
0263                          0003.64	511.88	20.000	10,237.60
REPLACEMENT MODULE	EACH	20.000	10,237.60
		0.000	0.00
		0.000	0.00
0264                          0005.10	134.71	797.000	107,363.87
TRAFFIC CONTROL MANAGEMENT	DAY	797.000	107,363.87
		80.000	10,776.80
		7.000	942.97
0265                          0010.04	4,061.00	1.000	4,061.00
FIELD OFFICE	EACH	1.000	4,061.00
		1.000	4,061.00
		0.000	0.00
0266                          0020.00	0.80	5,000.000	4,000.00
TRAINING	HOUR	5,000.000	4,000.00
		0.000	0.00
		0.000	0.00
0267                          0030.00	81,719.00	1.000	81,719.00
MOBILIZATION	LS	1.000	81,719.00
		0.000	0.00
		0.000	0.00
0268                          1136.01	539.00	8.000	4,312.00
REMOVE	EACH	8.000	4,312.00
INERTIAL BARRIER SYSTEM		0.000	0.00
		0.000	0.00
0269                          9110.01	96.99	220.000	21,337.80
RENTAL OF LOADER, FULLY OPERATED	HOUR	220.000	21,337.80
		13.000	1,260.87
		0.000	0.00
0270                          9110.02	107.77	20.000	2,155.40
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	20.000	2,155.40
		0.000	0.00
		0.000	0.00
0271                          9110.03	75.44	220.000	16,596.80
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	220.000	16,596.80
		67.000	5,054.48
		0.000	0.00
0272                          9110.06	107.77	200.000	21,554.00
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	200.000	21,554.00
		28.000	3,017.57
		0.000	0.00
0273                          9110.07	118.54	220.000	26,078.80
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	220.000	26,078.80
		18.500	2,192.99
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	3,471,255.53
		Current	3,471,255.53
		In place	61,478.45
		This Estimate	5,067.30
Totals for contract		Contracted	39,143,149.79
		Current	39,201,492.55
		In place	5,225,689.48
		This Estimate	1,391,837.47