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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0049 HAWKINS CONSTRUCTION COMPANY
Contract ID:	2926
Estimate Number:	0018
Pay Period End Date:	02.08.2003

Contract Location:
N-370 TO N-50	Estimate Type:	PROG
Contractor:
HAWKINS CONSTRUCTION COMPANY	Date Let:	03.14.2002
2512 DEER PARK BLVD	Date Awarded:	03.26.2002
PO BOX 9008 STA C	Date Contract Executed:	04.08.2002
	Date Notice to Proceed:	04.08.2002
OMAHA NE 68109	Date Work Began:
Phone:	Date Physical Work Completed:
(402)342-1607	Date Accepted:
Escrow Agent:
Surety Co:
ST. PAUL FIRE & MARINE INSURANCE COMPANY

Counties
SARPY

Project Number		PCT			Fed State Project Number		Description
21926 000		0.000			EACNH-80-9(808)		GR CP CULV SEED BR GDRL FENCE ELEC SIGN
21931 000		0.000			EACNH-80-9(813)		BRIDGE

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$5,822,087.39	$5,805,483.00	$16,604.39
$18,876,167.53	Stockpiled Materials	$485,686.49	$487,209.55	$-1,523.06
Original Contract Amt	Gross Earnings	$6,307,773.88	$6,292,692.55	$15,081.33
$18,862,392.57	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
30.84%	Net Earnings	$6,282,773.88	$6,267,692.55	$15,081.33
	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	$2,968.96	$2,968.96	$.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	$2,968.96	$2,968.96	$.00
	Payment	$6,285,742.84	$6,270,661.51	$15,081.33
Project Manager			Div. Head/Dist. Eng.
Fisher, Rick	02.10.2003		Lech, Marvin (Marv)	02.10.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	02.10.2003
Controller Div. Processed
Burling, Laurie	02.10.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0058	3075.56	10" DOWELED CONCRETE PAVEMENT, CLASS 47B-3500
		S.P. Initial Payment	54,647.52	552996
		Dowel Baskets 10"
		Total for estimate 0006:	54,647.52
Est Nbr:	0007
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0058	3075.56	10" DOWELED CONCRETE PAVEMENT, CLASS 47B-3500
		S.P. Adjustment	-9,942.13	552996
		Dowel Baskets 10"
		Total for estimate 0007:	-9,942.13
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0058	3075.56	10" DOWELED CONCRETE PAVEMENT, CLASS 47B-3500
		S.P. Adjustment	-774.28	552996
		Dowel Baskets 10"
0200	7110.05	5 FOOT CHAIN-LINK FENCE
		S.P. Initial Payment	57,264.90	811829
		5' Chain-Link Fence
		S.P. Adjustment	-6,912.53	811829
		5' Chain-Link Fence
		Total for estimate 0008:	49,578.09
Est Nbr:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0058	3075.56	10" DOWELED CONCRETE PAVEMENT, CLASS 47B-3500
		S.P. Adjustment	-1,842.80	552996
		Dowel Baskets 10"
		Total for estimate 0009:	-1,842.80
Est Nbr:	0010
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0058	3075.56	10" DOWELED CONCRETE PAVEMENT, CLASS 47B-3500
		S.P. Adjustment	-2,535.97	552996
		Dowel Baskets 10"
		Total for estimate 0010:	-2,535.97
Est Nbr:	0011
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0058	3075.56	10" DOWELED CONCRETE PAVEMENT, CLASS 47B-3500
		S.P. Adjustment	-1,565.20	552996
		Dowel Baskets 10"
0109	4004.50	CAST IRON GRATE AND FRAME
		S.P. Initial Payment	98,458.30	115125
		Cast Iron Grate & Frame
		S.P. Adjustment	-3,752.62	115125
		Cast Iron Grate & Frame
0110	4005.00	CAST IRON RING AND COVER
		S.P. Initial Payment	234.59	115125
		Cast Iron Ring & Cover
		Total for estimate 0011:	93,375.07
Est Nbr:	0012
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0053	3025.00	CONCRETE CLASS 47BD-4000 MEDIAN BARRIER
		S.P. Initial Payment	11,592.00	118764
		Conc 47BD-4000 Median Barrier
0058	3075.56	10" DOWELED CONCRETE PAVEMENT, CLASS 47B-3500
		S.P. Adjustment	-7,974.06	552996
		Dowel Baskets 10"
0109	4004.50	CAST IRON GRATE AND FRAME
		S.P. Adjustment	-1,876.31	115125
		Cast Iron Grate & Frame
		Total for estimate 0012:	1,741.63
Est Nbr:	0013
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0053	3025.00	CONCRETE CLASS 47BD-4000 MEDIAN BARRIER
		S.P. Adjustment	-4,047.12	118764
		Conc 47BD-4000 Median Barrier
0058	3075.56	10" DOWELED CONCRETE PAVEMENT, CLASS 47B-3500
		S.P. Adjustment	-6,663.70	552996
		Dowel Baskets 10"
0109	4004.50	CAST IRON GRATE AND FRAME
		S.P. Adjustment	-617.46	115125
		Cast Iron Grate & Frame
		Total for estimate 0013:	-11,328.28
Est Nbr:	0014
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0058	3075.56	10" DOWELED CONCRETE PAVEMENT, CLASS 47B-3500
		S.P. Adjustment	-1,590.09	552996
		Dowel Baskets 10"
		Total for estimate 0014:	-1,590.09
Est Nbr:	0015
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0058	3075.56	10" DOWELED CONCRETE PAVEMENT, CLASS 47B-3500
		S.P. Adjustment	-953.32	552996
		Dowel Baskets 10"
0200	7110.05	5 FOOT CHAIN-LINK FENCE
		S.P. Adjustment	-999.00	811829
		5' Chain-Link Fence
		Total for estimate 0015:	-1,952.32
Est Nbr:	0017
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0209	A001.12	PULL BOX, TYPE PB-5
		S.P. Initial Payment	742.28	S2062568
		Pull Box, Type PB-5
0210	A001.16	PULL BOX, TYPE PB-6
		S.P. Initial Payment	6,092.24	S2062568
		Pull Box, Type PB-6
0223	A009.73	STREET LIGHTING UNIT, TYPE SL-S-45-6 & 6-0.20
		S.P. Initial Payment	24,970.00	S1933159
		St Light Unit SL-S-45-6 & 6-0.20
0224	A010.20	LUMINAIRE, TYPE HML-A-1KW
		S.P. Initial Payment	24,552.00	S1937342
		Luminaire, Type HML-A-1KW
0225	A010.26	LUMINAIRE, TYPE HML-V-1KW
		S.P. Initial Payment	18,414.00	S1937342
		Luminaire, Type HML-V-1KW
0227	A012.05	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
		S.P. Initial Payment	3,815.00	S1933159
		C.M.A. Sig & Light Pole, CMP-45-12
0228	A012.60	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE
		S.P. Initial Payment	3,960.00	S1933159
		C.M.A. Sig & Light Pole, CMP-50-12
0229	A012.90	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
		S.P. Initial Payment	16,326.00	S1933159
		C.M.A. Sig & Light Pole, CMP-60-12
0230	A012.95	COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
		S.P. Initial Payment	16,581.00	S1933159
		C.M.A. Sig & Light Pole, CMP-65-12
0231	A016.74	MAST ARM SIGNAL POLE, TYPE MP-50-45
		S.P. Initial Payment	8,870.00	S1933159
		Mast Arm Signal Pole, MP-50-45
0233	A016.90	MAST ARM SIGNAL POLE, TYPE MP-70
		S.P. Initial Payment	4,909.00	S1933159
		Mast Arm Signal Pole, MP-70
0234	A016.95	MAST ARM SIGNAL POLE, TYPE MP-75
		S.P. Initial Payment	5,535.00	S1933159
		Mast Arm Signal Pole, MP-75
0238	A018.84	ANCHOR BOLTS
		S.P. Initial Payment	2,976.00	S1933159
		Anchor Bolts
0258	A500.20	INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE TC-170
		S.P. Initial Payment	825.00	S2062687
		Inst Traf Sig Controller, TC-170
		S.P. Adjustment	-165.00	S2062687
		Inst Traf Sig Controller, TC-170
0269	A750.10	MODIFY HIGH MAST TOWER
		S.P. Initial Payment	52,727.50	S1933159
		Modify High Mast Tower
0270	A750.11	MODIFY HIGH MAST TOWER
		S.P. Initial Payment	31,636.50	S1933159
		Modify High Mast Tower
0271	A750.12	MODIFY HIGH MAST TOWER
		S.P. Initial Payment	31,636.50	S1933159
		Modify High Mast Tower
0272	A750.13	MODIFY HIGH MAST TOWER
		S.P. Initial Payment	10,545.50	S1933159
		Modify High Mast Tower
0273	A750.14	MODIFY HIGH MAST TOWER
		S.P. Initial Payment	21,091.00	S1933159
		Modify High Mast Tower
0290	A010.08	LUMINAIRE, TYPE HPS-150
		S.P. Initial Payment	7,105.35	S1937342
		Luminaire, Type HPS-150
		Total for estimate 0017:	293,144.87
Est Nbr:	0018
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0210	A001.16	PULL BOX, TYPE PB-6
		S.P. Adjustment	-1,523.06	S2062568
		Pull Box, Type PB-6
		Total for estimate 0018:	-1,523.06
Est Nbr:	0007
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0181	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	24,812.95	2695
		Epoxy Coated Re-Steel
		S.P. Adjustment	-1,267.11	2695
		Epoxy Coated Re-Steel
		Total for estimate 0007:	23,545.84
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0174	6005.85	GUIDED BEARING DEVICE, TYPE II
		S.P. Initial Payment	22,900.00	108576
		Guided Bearing DVC, Type II
0179	6081.00	STRUCTURAL STEEL FOR SUPERSTRUCTURE
		S.P. Initial Payment	4,910.00	SI-16433
		Struc Steel for Superstructure
0181	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-607.36	2695
		Epoxy Coated Re-Steel
		Total for estimate 0008:	27,202.64
Est Nbr:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0181	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-3,264.67	2695
		Epoxy Coated Re-Steel
		Total for estimate 0009:	-3,264.67
Est Nbr:	0010
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0179	6081.00	STRUCTURAL STEEL FOR SUPERSTRUCTURE
		S.P. Adjustment	-4,910.00	SI-16433
		Struc Steel for Superstructure
0181	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-2,175.97	2695
		Epoxy Coated Re-Steel
		Total for estimate 0010:	-7,085.97
Est Nbr:	0011
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0181	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,567.50	2695
		Epoxy Coated Re-Steel
		Total for estimate 0011:	-1,567.50
Est Nbr:	0012
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0174	6005.85	GUIDED BEARING DEVICE, TYPE II
		S.P. Adjustment	-22,900.00	108576
		Guided Bearing DVC, Type II
0181	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,339.50	2695
		Epoxy Coated Re-Steel
		Total for estimate 0012:	-24,239.50
Est Nbr:	0013
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0181	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,658.70	2695
		Epoxy Coated Re-Steel
		Total for estimate 0013:	-1,658.70
Est Nbr:	0014
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0181	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-12,932.13	2695
		Epoxy Coated Re-Steel
		Total for estimate 0014:	-12,932.13
Est Nbr:	0016
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0168	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Initial Payment	18,025.39	3094
		Epoxy Coated Re-Steel for PVMT Approach
0181	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	19,903.26	3095
		Epoxy Coated Re-Steel
		S.P. Adjustment	-13,079.90	3095
		Epoxy Coated Re-Steel
		Total for estimate 0016:	24,848.75
Est Nbr:	0017
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0181	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-934.80	3095
		Epoxy Coated Re-Steel
		Total for estimate 0017:	-934.80
		Total remaining for contract:	485,686.49

			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	119.51	79.000	9,441.29
COVER CROP SEEDING	ACRE	79.000	9,441.29
		70.000	8,365.70
		0.000	0.00
0002                          L020.00	1.30	10,861.000	14,119.30
EROSION CONTROL	SY	10,861.000	14,119.30
		0.000	0.00
		0.000	0.00
0003                          L020.01	4.73	11,054.000	52,285.42
EROSION CONTROL, TYPE A	SY	11,054.000	52,285.42
		0.000	0.00
		0.000	0.00
0004                          L020.08	5.05	2,878.000	14,533.90
EROSION CONTROL, TYPE AA	SY	2,878.000	14,533.90
		0.000	0.00
		0.000	0.00
0005                          L020.09	10.32	841.000	8,679.12
EROSION CONTROL, TYPE AAA	SY	841.000	8,679.12
		0.000	0.00
		0.000	0.00
0006                          L020.10	1.41	16,435.000	23,173.35
EROSION CONTROL, TYPE HV	SY	16,435.000	23,173.35
		0.000	0.00
		0.000	0.00
0007                          L020.13	1.30	1,460.000	1,898.00
EROSION CONTROL, TYPE J	SY	1,460.000	1,898.00
		0.000	0.00
		0.000	0.00
0008                          L021.01	17.38	643.000	11,175.34
EROSION CHECKS, TYPE A	BALE	643.000	11,175.34
		0.000	0.00
		0.000	0.00
0009                          L021.06	15.21	715.000	10,875.15
EROSION CHECKS, TYPE HV	BALE	715.000	10,875.15
		0.000	0.00
		0.000	0.00
0010                          L021.21	17.93	168.000	3,012.24
EROSION CHECKS, TYPE AA	BALE	168.000	3,012.24
		0.000	0.00
		0.000	0.00
0011                          L021.22	21.73	42.000	912.66
EROSION CHECKS, TYPE AAA	BALE	42.000	912.66
		0.000	0.00
		0.000	0.00
0012                          L022.11	1.96	3,785.000	7,418.60
FABRIC SILT FENCE-LOW POROSITY	LF	3,785.000	7,418.60
		3,537.000	6,932.52
		0.000	0.00
0013                          L022.12	2.44	124.000	302.56
FABRIC SILT FENCE-HIGH POROSITY	LF	124.000	302.56
		53.000	129.32
		0.000	0.00
0014                          L022.23	4.35	1,322.000	5,750.70
FABRIC SILT FENCE-WP-WW-LOW POROSITY	LF	1,322.000	5,750.70
		0.000	0.00
		0.000	0.00
0015                          L022.24	4.89	1,616.000	7,902.24
FABRIC SILT FENCE-WP-WW-HIGH POROSITY	LF	1,616.000	7,902.24
		0.000	0.00
		0.000	0.00
0016                          0030.10	43,701.00	1.000	43,701.00
MOBILIZATION	LS	1.000	43,701.00
		1.000	43,701.00
		0.000	0.00
0017                          1000.00	543.00	4.000	2,172.00
LARGE TREE REMOVAL	EACH	4.000	2,172.00
		0.000	0.00
		0.000	0.00
0018                          1009.00	27,161.00	1.000	27,161.00
GENERAL CLEARING AND GRUBBING	LS	1.000	27,161.00
		0.750	20,370.75
		0.000	0.00
0019                          1010.01	2.99	375,870.000	1,123,851.30
EXCAVATION (ESTABLISHED QUANTITY)	CY	375,870.000	1,123,851.30
		228,196.000	682,306.04
		0.000	0.00
0020                          1011.00	7.60	1,190.000	9,044.00
WATER	MGAL	1,190.000	9,044.00
		0.000	0.00
		0.000	0.00
0021                          1021.10	3.26	280.000	912.80
REMOVE DELINEATOR UNITS	EACH	280.000	912.80
		0.000	0.00
		0.000	0.00
0022                          1045.00	3,873.00	4.600	17,815.80
RESTORE BORROW PIT	ACRE	4.600	17,815.80
		0.000	0.00
		0.000	0.00
0023                          1101.25	2.50	2,104.000	5,260.00
SAWING PAVEMENT	LF	2,442.000	6,105.00
		1,676.000	4,190.00
		0.000	0.00
0024                          1107.00	5.43	49.000	266.07
REMOVE WALK	SY	49.000	266.07
		0.000	0.00
		0.000	0.00
0025                          1109.00	2.39	1,297.000	3,099.83
REMOVE CURB	LF	1,297.000	3,099.83
		0.000	0.00
		0.000	0.00
0026                          1111.00	0.97	26,049.000	25,267.53
REMOVE FENCE	LF	26,049.000	25,267.53
		14,513.000	14,077.61
		0.000	0.00
0027                          1122.01	3.26	2,141.000	6,979.66
REMOVE CONCRETE MEDIAN SURFACING	SY	2,141.000	6,979.66
		0.000	0.00
		0.000	0.00
0028                          1123.00	4.35	259.000	1,126.65
REMOVE CONCRETE DITCH LINER	SY	259.000	1,126.65
		217.000	943.95
		0.000	0.00
0029                          3275.20	4.83	124,795.000	602,759.85
CRUSH CONCRETE PAVEMENT	SY	124,795.000	602,759.85
		13,458.000	65,002.14
		0.000	0.00
0030                          7017.00	1.09	8,461.000	9,222.49
REMOVE GUARDRAIL	LF	8,461.000	9,222.49
		3,987.000	4,345.83
		0.000	0.00
0031                          9110.01	108.64	70.000	7,604.80
RENTAL OF LOADER, FULLY OPERATED	HOUR	70.000	7,604.80
		26.750	2,906.12
		0.000	0.00
0032                          9110.03	65.19	70.000	4,563.30
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	70.000	4,563.30
		22.500	1,466.78
		0.000	0.00
0033                          9110.07	97.78	70.000	6,844.60
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	70.000	6,844.60
		56.500	5,524.57
		0.000	0.00
0401                          1102.00	5.25	0.000	0.00
REMOVE ASPHALT SURFACE	SY	1,050.000	5,512.50
		1,050.000	5,512.50
		0.000	0.00
GROUP 1 GRADING		Contracted	2,069,132.55
		Current	2,075,490.05
		In place	865,774.83
		This Estimate	0.00
GROUP 1A MSE WALL
0034                          0030.10	5,933.00	1.000	5,933.00
MOBILIZATION	LS	1.000	5,933.00
		0.000	0.00
		0.000	0.00
0035                          4095.00	15.94	3,519.000	56,092.86
CONCRETE FACE PANELS	SF	3,519.000	56,092.86
		0.000	0.00
		0.000	0.00
0036                          4095.10	9.12	577.000	5,262.24
CONCRETE LEVELING PADS	LF	577.000	5,262.24
		0.000	0.00
		0.000	0.00
0037                          4095.20	34.17	602.000	20,570.34
COPING	LF	602.000	20,570.34
		0.000	0.00
		0.000	0.00
0038                          8024.75	11.98	1,910.000	22,881.80
SELECT GRANULAR BACKFILL FOR MSE WALL	CY	1,910.000	22,881.80
		0.000	0.00
		0.000	0.00
GROUP 1A MSE WALL		Contracted	110,740.24
		Current	110,740.24
		In place	0.00
		This Estimate	0.00
GROUP 3 CONCRETE PAVEMENT
0039                          A069.15	4.07	3,760.000	15,303.20
1 1/2-INCH CONDUIT IN MEDIAN BARRIER	LF	3,760.000	15,303.20
		0.000	0.00
		0.000	0.00
0040                          0002.61	32.32	880.000	28,441.60
PLOWABLE PAVEMENT MARKER	EACH	880.000	28,441.60
		0.000	0.00
		0.000	0.00
0041                          0030.30	948,837.00	1.000	948,837.00
MOBILIZATION	LS	1.000	948,837.00
		1.000	948,837.00
		0.000	0.00
0042                          1020.01	9.78	173.000	1,691.94
DELINEATOR, TYPE I	EACH	173.000	1,691.94
		0.000	0.00
		0.000	0.00
0043                          1020.02	10.86	205.000	2,226.30
DELINEATOR, TYPE II	EACH	205.000	2,226.30
		0.000	0.00
		0.000	0.00
0044                          2010.03	18.21	476.000	8,667.96
CRUSHED ROCK SURFACE COURSE	TON	476.000	8,667.96
		0.000	0.00
		0.000	0.00
0045                          3008.05	3.65	460.000	1,679.00
TIE BARS	EACH	460.000	1,679.00
		587.000	2,142.55
		0.000	0.00
0046                          3010.12	6.17	1,287.000	7,940.79
CONCRETE CLASS 47B-3500 LIP CURB, TYPE II	LF	1,287.000	7,940.79
		0.000	0.00
		0.000	0.00
0047                          3011.25	6.40	922.000	5,900.80
CONCRETE CLASS 47B-3500 CURB TYPE II	LF	922.000	5,900.80
		0.000	0.00
		0.000	0.00
0048                          3013.13	25.14	650.000	16,341.00
CONCRETE CLASS 47BD-4000 BARRIER CURB	LF	650.000	16,341.00
		0.000	0.00
		0.000	0.00
0049                          3013.30	814.00	2.000	1,628.00
CONCRETE CLASS 47BD-4000 BARRIER TRANSITION SECTION	EACH	2.000	1,628.00
		0.000	0.00
		0.000	0.00
0050                          3016.03	22.34	50.000	1,117.00
CONCRETE CLASS 47B-3000 SIDEWALK 5"	SY	50.000	1,117.00
		0.000	0.00
		0.000	0.00
0051                          3017.40	16.54	3,628.000	60,007.12
CONCRETE CLASS 47B-3000 MEDIAN SURFACING	SY	3,628.000	60,007.12
		1,029.000	17,019.66
		0.000	0.00
0052                          3017.43	21.62	354.000	7,653.48
6" CONCRETE CLASS 47B-3000 MEDIAN SURFACING	SY	354.000	7,653.48
		0.000	0.00
		0.000	0.00
0053                          3025.00	31.50	8,601.000	270,931.50
CONCRETE CLASS 47BD-4000 MEDIAN BARRIER	LF	8,601.000	270,931.50
		803.000	25,294.50
		0.000	0.00
0054                          3025.04	40.02	2,050.000	82,041.00
CONCRETE CLASS 47BD-4000 MEDIAN BARRIER	LF	2,050.000	82,041.00
DOWELED		0.000	0.00
		0.000	0.00
0055                          3027.00	1,935.00	10.000	19,350.00
CONCRETE CLASS 47BD-4000 MEDIAN BARRIER TRANSITION SECTION	EACH	10.000	19,350.00
		0.000	0.00
		0.000	0.00
0056                          3027.03	2,284.00	2.000	4,568.00
CONCRETE CLASS 47BD-4000 MEDIAN BARRIER TRANSITION SECTION	EACH	2.000	4,568.00
(MODIFIED)		0.000	0.00
		0.000	0.00
0057                          3075.52	24.37	15,819.000	385,509.03
10" CONCRETE PAVEMENT, CLASS 47B-3500	SY	15,819.000	385,509.03
		9,925.600	241,886.88
		0.000	0.00
0058                          3075.56	25.56	30,192.000	771,707.52
10" DOWELED CONCRETE PAVEMENT, CLASS 47B-3500	SY	30,192.000	771,707.52
		18,696.988	477,895.02
		0.000	0.00
0059                          3075.92	29.24	68,541.000	2,004,138.84
14" CONCRETE PAVEMENT, CLASS 47B-3500	SY	68,541.000	2,004,138.84
		1,400.810	40,959.68
		0.000	0.00
0060                          3075.96	31.46	141,603.000	4,454,830.38
14" DOWELED CONCRETE PAVEMENT, CLASS 47B-3500	SY	141,603.000	4,454,830.38
		925.330	29,110.88
		0.000	0.00
0061                          3089.25	23.96	47,530.000	1,138,818.80
TEMPORARY SURFACING	SY	47,530.000	1,138,818.80
10"		40,929.280	980,665.55
		0.000	0.00
0062                          3091.27	34.37	1,413.000	48,564.81
10" DOWELED CONCRETE PAVEMENT, CLASS 47B-HE-3500	SY	1,413.000	48,564.81
		1,356.210	46,612.93
		0.000	0.00
0063                          3091.32	42.28	2,289.000	96,778.92
14" DOWELED CONCRETE PAVEMENT, CLASS 47B-HE-3500	SY	2,289.000	96,778.92
		0.000	0.00
		0.000	0.00
0064                          3300.50	47,653.00	1.000	47,653.00
PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING	LS	1.000	47,653.00
		0.000	0.00
		0.000	0.00
0065                          3300.65	74.70	130.000	9,711.00
CONCRETE PAVEMENT THICKNESS CORE	EACH	130.000	9,711.00
		12.000	896.40
		0.000	0.00
0066                          4763.26	54.24	144.000	7,810.56
UNDERDRAIN HEADWALL	EACH	144.000	7,810.56
		0.000	0.00
		0.000	0.00
0067                          4764.34	2.33	2,340.000	5,452.20
4" NONPERFORATED PIPE UNDERDRAIN	LF	2,340.000	5,452.20
		0.000	0.00
		0.000	0.00
0068                          4764.35	2.31	45,906.000	106,042.86
4" PERFORATED PIPE UNDERDRAIN	LF	45,906.000	106,042.86
		900.000	2,079.00
		0.000	0.00
0069                          6010.75	293.93	147.600	43,384.07
CLASS 47BD-4000 CONCRETE FOR PIER PROTECTION	CY	147.600	43,384.07
		69.600	20,457.53
		0.000	0.00
0070                          6107.00	61.30	169.000	10,359.70
CONCRETE SLOPE PROTECTION	SY	169.000	10,359.70
		71.870	4,405.63
		0.000	0.00
0071                          6131.75	0.93	15,333.000	14,259.69
EPOXY COATED REINFORCING STEEL FOR PIER PROTECTION	LB	15,333.000	14,259.69
		8,454.000	7,862.22
		0.000	0.00
0072                          7492.14	1.02	33,500.000	34,170.00
4" WHITE DURABLE LIQUID PAVEMENT MARKING	LF	33,500.000	34,170.00
		0.000	0.00
		0.000	0.00
0073                          7492.24	1.02	42,500.000	43,350.00
4" YELLOW DURABLE LIQUID PAVEMENT MARKING	LF	42,500.000	43,350.00
		0.000	0.00
		0.000	0.00
0074                          7502.14	2.99	14,000.000	41,860.00
4" WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	LF	14,000.000	41,860.00
		0.000	0.00
		0.000	0.00
0075                          7508.14	5.70	8,600.000	49,020.00
12" WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	LF	8,600.000	49,020.00
		0.000	0.00
		0.000	0.00
0076                          8011.05	5.67	20,207.000	114,573.69
CRUSHED ROCK FOUNDATION COURSE 6"	SY	20,207.000	114,573.69
		14,517.090	82,311.90
		0.000	0.00
0077                          8032.04	2.57	40,965.000	105,280.05
CRUSHED CONCRETE FOUNDATION COURSE 4"	SY	40,965.000	105,280.05
		29,493.208	75,797.54
		0.000	0.00
0078                          8032.05	1.60	212,153.000	339,444.80
CRUSHED CONCRETE FOUNDATION COURSE 5"	SY	212,153.000	339,444.80
		0.000	0.00
		0.000	0.00
0079                          9009.88	21.21	9,222.000	195,598.62
SURFACING 10"	SY	9,222.000	195,598.62
		3,013.000	63,905.73
		0.000	0.00
0080                          9111.00	5.01	888.000	4,448.88
WATER	MGAL	888.000	4,448.88
		252.000	1,262.52
		0.000	0.00
0081                          9170.00	106.47	513.274	54,648.28
EARTH SHOULDER CONSTRUCTION	STA	513.274	54,648.28
		0.000	0.00
		0.000	0.00
0082                          9173.20	0.87	258,846.000	225,196.02
SUBGRADE PREPARATION	SY	258,846.000	225,196.02
		32,267.248	28,072.52
		0.000	0.00
0083                          9179.34	2.64	51,633.000	136,311.12
COLD MILLING, CLASS 4	SY	51,633.000	136,311.12
		21,521.000	56,815.44
		0.000	0.00
0084                          9188.01	12.06	303.000	3,654.18
BITUMINOUS SURFACE COURSE	SY	303.000	3,654.18
14"		303.000	3,654.18
		0.000	0.00
0085                          9188.50	17.82	512.000	9,123.84
SURFACING UNDER GUARDRAIL	SY	512.000	9,123.84
		0.000	0.00
		0.000	0.00
0402                          3014.10	14.45	0.000	0.00
COMBINATION CONCRETE CLASS 47B-3000 CURB AND GUTTER	LF	338.000	4,884.10
		382.000	5,519.90
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	11,986,026.55
		Current	11,990,910.65
		In place	3,163,465.16
		This Estimate	0.00
GROUP 4 CULVERTS
0086                          P070.12	12.20	250.000	3,050.00
12" CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	LF	250.000	3,050.00
		105.000	1,281.00
		0.000	0.00
0087                          P070.18	14.81	142.000	2,103.02
18" CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	LF	142.000	2,103.02
		0.000	0.00
		0.000	0.00
0088                          P070.24	28.90	28.000	809.20
24" CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	LF	28.000	809.20
		28.000	809.20
		0.000	0.00
0089                          P120.18	17.65	103.000	1,817.95
18" CULVERT PIPE, TYPE 2	LF	103.000	1,817.95
		0.000	0.00
		0.000	0.00
0090                          P120.24	33.62	276.000	9,279.12
24" CULVERT PIPE, TYPE 2	LF	276.000	9,279.12
		181.000	6,085.22
		0.000	0.00
0091                          P120.30	30.93	201.000	6,216.93
30" CULVERT PIPE, TYPE 2	LF	201.000	6,216.93
		86.000	2,659.98
		0.000	0.00
0092                          P120.36	45.05	26.000	1,171.30
36" CULVERT PIPE, TYPE 2	LF	26.000	1,171.30
		0.000	0.00
		0.000	0.00
0093                          P120.48	70.75	30.000	2,122.50
48" CULVERT PIPE, TYPE 2	LF	30.000	2,122.50
		30.000	2,122.50
		0.000	0.00
0094                          P128.18	14.20	40.000	568.00
18" CULVERT PIPE, TYPE 2 CLASS IV	LF	40.000	568.00
		0.000	0.00
		0.000	0.00
0095                          P128.24	24.51	32.000	784.32
24" CULVERT PIPE, TYPE 2 CLASS IV	LF	32.000	784.32
		0.000	0.00
		0.000	0.00
0096                          P300.48	49.60	66.000	3,273.60
48" CULVERT PIPE, TYPE 3,4 OR 5	LF	66.000	3,273.60
		0.000	0.00
		0.000	0.00
0097                          P402.24	26.50	161.000	4,266.50
24" CULVERT PIPE, TYPE 3,4,5 OR 6	LF	161.000	4,266.50
		110.000	2,915.00
		0.000	0.00
0098                          P402.36	34.47	119.000	4,101.93
36" CULVERT PIPE, TYPE 3,4,5 OR 6	LF	119.000	4,101.93
		119.000	4,101.93
		0.000	0.00
0099                          P406.48	51.14	62.000	3,170.68
48" CULVERT PIPE, TYPE 2,3,4 OR 5	LF	62.000	3,170.68
		0.000	0.00
		0.000	0.00
0100                          P406.60	65.43	58.000	3,794.94
60" CULVERT PIPE, TYPE 2,3,4 OR 5	LF	58.000	3,794.94
		0.000	0.00
		0.000	0.00
0101                          P700.18	13.47	7,837.000	105,564.39
18" STORM SEWER PIPE, TYPE 1,7 OR 8	LF	7,837.000	105,564.39
		1,226.000	16,514.22
		0.000	0.00
0102                          P700.21	19.21	942.000	18,095.82
21" STORM SEWER PIPE, TYPE 1,7 OR 8	LF	942.000	18,095.82
		0.000	0.00
		0.000	0.00
0103                          P702.18	19.50	104.000	2,028.00
18" STORM SEWER PIPE, TYPE 1	LF	104.000	2,028.00
		110.000	2,145.00
		0.000	0.00
0104                          0030.40	45,727.00	1.000	45,727.00
MOBILIZATION	LS	1.000	45,727.00
		1.000	45,727.00
		0.000	0.00
0105                          1043.50	0.80	325.000	260.00
RIPRAP FILTER FABRIC	SY	325.000	260.00
		325.000	260.00
		0.000	0.00
0106                          1090.02	581.00	2.000	1,162.00
ABANDON INLET	EACH	2.000	1,162.00
		2.000	1,162.00
		0.000	0.00
0107                          1117.00	253.00	2.000	506.00
REMOVE MANHOLE	EACH	2.000	506.00
		1.000	253.00
		0.000	0.00
0108                          1119.00	252.77	15.000	3,791.55
REMOVE INLET	EACH	15.000	3,791.55
		2.000	505.54
		0.000	0.00
0109                          4004.50	1.17	102,850.000	120,334.50
CAST IRON GRATE AND FRAME	LB	102,850.000	120,334.50
		6,525.000	7,634.25
		0.000	0.00
0110                          4005.00	0.74	1,025.000	758.50
CAST IRON RING AND COVER	LB	1,025.000	758.50
		690.000	510.60
		0.000	0.00
0111                          4015.50	1,031.00	3.000	3,093.00
RECONSTRUCT MANHOLE	EACH	3.000	3,093.00
		3.000	3,093.00
		0.000	0.00
0112                          4016.00	1,517.00	1.000	1,517.00
MANHOLE	EACH	1.000	1,517.00
AT STA. 387+08 LT.		1.000	1,517.00
		0.000	0.00
0113                          4016.01	3,314.00	1.000	3,314.00
MANHOLE	EACH	1.000	3,314.00
AT STA. 813+00 RT.		0.000	0.00
		0.000	0.00
0114                          4018.00	472.00	1.000	472.00
TAPPING EXISTING STRUCTURE	EACH	1.000	472.00
		1.000	472.00
		0.000	0.00
0115                          4035.00	98.03	11.000	1,078.33
REMOVE FLARED-END SECTION	EACH	11.000	1,078.33
		3.000	294.09
		0.000	0.00
0116                          4040.00	158.03	19.000	3,002.57
REMOVE HEADWALLS FROM CULVERTS	EACH	19.000	3,002.57
		8.000	1,264.24
		0.000	0.00
0117                          4043.50	3.87	1,634.000	6,323.58
REMOVE SEWER PIPE	LF	1,634.000	6,323.58
		53.000	205.11
		0.000	0.00
0118                          4044.00	5,041.00	1.000	5,041.00
PREPARATION OF STRUCTURE	EACH	1.000	5,041.00
AT STA. 354+08.1		1.000	5,041.00
		0.000	0.00
0119                          4044.01	2,788.00	1.000	2,788.00
PREPARATION OF STRUCTURE	EACH	1.000	2,788.00
AT STA. 372+13.2		1.000	2,788.00
		0.000	0.00
0120                          4044.02	1,448.00	1.000	1,448.00
PREPARATION OF STRUCTURE	EACH	1.000	1,448.00
AT STA. 394+46.2		1.000	1,448.00
		0.000	0.00
0121                          4044.03	2,788.00	1.000	2,788.00
PREPARATION OF STRUCTURE	EACH	1.000	2,788.00
AT STA. 1099+22.2		1.000	2,788.00
		0.000	0.00
0122                          4044.04	2,897.00	1.000	2,897.00
PREPARATION OF STRUCTURE	EACH	1.000	2,897.00
AT STA. 1120+95.3		1.000	2,897.00
		0.000	0.00
0123                          4044.05	2,788.00	1.000	2,788.00
PREPARATION OF STRUCTURE	EACH	1.000	2,788.00
AT STA. 1325+75.4		1.000	2,788.00
		0.000	0.00
0124                          4044.06	2,788.00	1.000	2,788.00
PREPARATION OF STRUCTURE	EACH	1.000	2,788.00
AT STA. 1502+33.5		1.000	2,788.00
		0.000	0.00
0125                          4045.00	670.00	1.000	670.00
REMOVE STRUCTURE	EACH	1.000	670.00
AT STA. 387+08.5 RT.		0.000	0.00
		0.000	0.00
0126                          4045.01	1,339.00	1.000	1,339.00
REMOVE STRUCTURE	EACH	1.000	1,339.00
AT STA. 422+60 RT.		0.000	0.00
		0.000	0.00
0127                          4045.02	670.00	1.000	670.00
REMOVE STRUCTURE	EACH	1.000	670.00
AT STA. 423+11 LT.		0.000	0.00
		0.000	0.00
0128                          4045.03	670.00	1.000	670.00
REMOVE STRUCTURE	EACH	1.000	670.00
AT STA. 430+98 RT.		0.000	0.00
		0.000	0.00
0129                          4045.04	670.00	1.000	670.00
REMOVE STRUCTURE	EACH	1.000	670.00
AT STA. 431+45 LT.		0.000	0.00
		0.000	0.00
0130                          4045.05	670.00	1.000	670.00
REMOVE STRUCTURE	EACH	1.000	670.00
AT STA. 1624+78 TO STA. 1624+99 RT.		0.000	0.00
		0.000	0.00
0131                          4050.01	2.48	1,084.000	2,688.32
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	CY	1,084.000	2,688.32
		348.000	863.04
		0.000	0.00
0132                          4051.01	8.45	581.000	4,909.45
EXCAVATION FOR BOX CULVERTS	CY	581.000	4,909.45
		771.900	6,522.56
		0.000	0.00
0133                          4100.06	493.00	1.200	591.60
CLASS 47B-3000 OR AX-3000 CONCRETE FOR HEADWALL	CY	1.200	591.60
		0.800	394.40
		0.000	0.00
0134                          4101.06	278.30	415.800	115,717.14
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT	CY	415.800	115,717.14
		416.600	115,939.78
		0.000	0.00
0135                          4105.59	435.72	260.560	113,531.20
CLASS 47B-3000 CONCRETE FOR INLET AND JUNCTION BOX	CY	260.560	113,531.20
		22.350	9,738.33
		0.000	0.00
0136                          4107.07	337.66	11.130	3,758.16
CLASS 47B-3000 OR AX-3000 CONCRETE FOR CONCRETE COLLARS	CY	11.130	3,758.16
		6.120	2,066.48
		0.000	0.00
0137                          4130.06	778.58	0.860	669.58
CLASS 47B-3000 OR AX-3000 CONCRETE FOR PIPE CULVERT PLUG	CY	0.860	669.58
		0.690	537.22
		0.000	0.00
0138                          4135.01	0.26	50.000	13.00
REINFORCING STEEL FOR PIPE CULVERT PLUG	LB	50.000	13.00
		50.000	13.00
		0.000	0.00
0139                          4150.00	0.26	113.000	29.38
REINFORCING STEEL FOR HEADWALL	LB	113.000	29.38
		66.000	17.16
		0.000	0.00
0140                          4151.00	0.60	40,189.000	24,113.40
REINFORCING STEEL FOR BOX CULVERT	LB	40,189.000	24,113.40
		40,189.000	24,113.40
		0.000	0.00
0141                          4155.50	0.26	27,371.000	7,116.46
REINFORCING STEEL FOR INLET AND JUNCTION BOX	LB	27,371.000	7,116.46
		2,400.000	624.00
		0.000	0.00
0142                          4157.00	0.26	862.000	224.12
REINFORCING STEEL FOR COLLARS	LB	862.000	224.12
		396.000	102.96
		0.000	0.00
0143                          4310.18	306.14	16.000	4,898.24
18" FLARED-END SECTION	EACH	16.000	4,898.24
		6.000	1,836.84
		0.000	0.00
0144                          4310.21	333.00	1.000	333.00
21" FLARED-END SECTION	EACH	1.000	333.00
		0.000	0.00
		0.000	0.00
0145                          4310.24	315.03	11.000	3,465.33
24" FLARED-END SECTION	EACH	11.000	3,465.33
		2.000	630.06
		0.000	0.00
0146                          4310.30	365.00	7.000	2,555.00
30" FLARED-END SECTION	EACH	7.000	2,555.00
		3.000	1,095.00
		0.000	0.00
0147                          4310.36	283.00	5.000	1,415.00
36" FLARED-END SECTION	EACH	5.000	1,415.00
		2.000	566.00
		0.000	0.00
0148                          4310.48	698.00	2.000	1,396.00
48" FLARED-END SECTION	EACH	2.000	1,396.00
		1.000	698.00
		0.000	0.00
0149                          4670.05	117.00	8.000	936.00
CULVERT SANDFILL	CY	8.000	936.00
		8.000	936.00
		0.000	0.00
0150                          4850.18	136.23	40.000	5,449.20
JACKING 18" CULVERT PIPE, TYPE	LF	40.000	5,449.20
2 CLASS IV		40.000	5,449.20
		0.000	0.00
0151                          4850.24	178.44	32.000	5,710.08
JACKING 24" CULVERT PIPE, TYPE	LF	32.000	5,710.08
2 CLASS IV		32.000	5,710.08
		0.000	0.00
0152                          6105.02	14.51	262.000	3,801.62
ROCK RIPRAP, TYPE B	TON	262.000	3,801.62
		262.000	3,801.62
		0.000	0.00
0404                          3300.03	-354.14	0.000	0.00
DEDUCTION	LS	1.000	-354.14
		1.000	-354.14
		0.000	0.00
GROUP 4 CULVERTS		Contracted	692,106.51
		Current	691,752.37
		In place	303,370.87
		This Estimate	0.00
GROUP 5 SEEDING
0153                          L001.01	613.83	69.000	42,354.27
SEEDING, TYPE A	ACRE	69.000	42,354.27
		0.000	0.00
		0.000	0.00
0154                          L001.02	494.32	15.000	7,414.80
SEEDING, TYPE B	ACRE	15.000	7,414.80
		0.000	0.00
		0.000	0.00
0155                          L020.07	3.37	6,221.000	20,964.77
EROSION CONTROL, TYPE B-1	SY	6,221.000	20,964.77
		0.000	0.00
		0.000	0.00
0156                          L032.75	65.19	189.000	12,320.91
MULCH	TON	189.000	12,320.91
		0.000	0.00
		0.000	0.00
0157                          0030.50	109.00	1.000	109.00
MOBILIZATION	LS	1.000	109.00
		0.000	0.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	83,163.75
		Current	83,163.75
		In place	0.00
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 1465+23.95
0158                          0030.60	5,597.00	1.000	5,597.00
MOBILIZATION	LS	1.000	5,597.00
		0.000	0.00
		0.000	0.00
0159                          6005.35	33.27	34.000	1,131.18
PRECOMPRESSED POLYURETHANE FOAM JOINT	LF	34.000	1,131.18
		0.000	0.00
		0.000	0.00
0160                          6008.40	11.48	489.000	5,613.72
PLACING, FINISHING, AND CURING CONCRETE OVERLAY-SF	SY	489.000	5,613.72
		0.000	0.00
		0.000	0.00
0161                          6010.26	150.88	112.400	16,958.91
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	112.400	16,958.91
		0.000	0.00
		0.000	0.00
0162                          6016.02	197.54	35.000	6,913.90
CONCRETE FOR OVERLAYS-SF	CY	35.000	6,913.90
		0.000	0.00
		0.000	0.00
0163                          6030.00	17,523.00	1.000	17,523.00
PREPARATION OF BRIDGE	EACH	1.000	17,523.00
AT STA. 1465+23.95		0.000	0.00
		0.000	0.00
0164                          6131.50	0.64	3,517.000	2,250.88
EPOXY COATED REINFORCING STEEL	LB	3,517.000	2,250.88
		0.000	0.00
		0.000	0.00
GROUP 6 BRIDGE AT STA. 1465+23.95		Contracted	55,988.59
		Current	55,988.59
		In place	0.00
		This Estimate	0.00
GROUP 7 GUARDRAIL
0187                          0003.58	2,580.00	1.000	2,580.00
INERTIAL BARRIER SYSTEM	EACH	1.000	2,580.00
		0.000	0.00
		0.000	0.00
0188                          0030.70	1,304.00	1.000	1,304.00
MOBILIZATION	LS	1.000	1,304.00
		0.000	0.00
		0.000	0.00
0189                          7011.20	21.21	450.000	9,544.50
W-BEAM GUARDRAIL	LF	450.000	9,544.50
		0.000	0.00
		0.000	0.00
0190                          7018.01	14.05	320.000	4,496.00
RESET GUARDRAIL	LF	320.000	4,496.00
		75.000	1,053.75
		0.000	0.00
0191                          7019.50	37,656.00	1.000	37,656.00
IMPACT ATTENUATOR	EACH	1.000	37,656.00
		0.000	0.00
		0.000	0.00
0192                          7020.00	1,304.00	5.000	6,520.00
BRIDGE APPROACH SECTIONS	EACH	5.000	6,520.00
		0.000	0.00
		0.000	0.00
0193                          7024.25	2,114.00	5.000	10,570.00
GUARDRAIL END TREATMENT, TYPE I	EACH	5.000	10,570.00
		0.000	0.00
		0.000	0.00
0403                          1137.50	2,887.50	0.000	0.00
REMOVE AND RESET	LS	1.000	2,887.50
		2.000	5,775.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	72,670.50
		Current	75,558.00
		In place	6,828.75
		This Estimate	0.00
GROUP 7B FENCING
0194                          0030.71	1.00	1.000	1.00
MOBILIZATION	LS	1.000	1.00
		1.000	1.00
		0.000	0.00
0195                          7100.00	7.94	139.000	1,103.66
RIGHT-OF-WAY FENCE	LF	139.000	1,103.66
SPECIAL		0.000	0.00
		0.000	0.00
0196                          7103.00	90.00	4.000	360.00
END POSTS	EACH	4.000	360.00
		0.000	0.00
		0.000	0.00
0197                          7104.00	90.00	5.000	450.00
PULL POSTS	EACH	5.000	450.00
		0.000	0.00
		0.000	0.00
0198                          7105.00	90.00	5.000	450.00
CORNER POSTS	EACH	5.000	450.00
		0.000	0.00
		0.000	0.00
0199                          7106.20	668.00	1.000	668.00
20' VEHICLE GATE	EACH	1.000	668.00
		0.000	0.00
		0.000	0.00
0200                          7110.05	6.41	26,690.000	171,082.90
5 FOOT CHAIN-LINK FENCE	LF	26,690.000	171,082.90
		8,905.000	57,081.05
		0.000	0.00
0201                          7114.15	163.00	1.000	163.00
CHANNEL CROSSING, TYPE A FOR 5 FOOT CHAIN-LINK FENCE	EACH	1.000	163.00
		0.000	0.00
		0.000	0.00
0202                          7115.05	80.47	23.000	1,850.81
END POST FOR 5 FOOT CHAIN-LINK FENCE	EACH	23.000	1,850.81
		3.000	241.41
		0.000	0.00
0203                          7116.05	88.79	65.000	5,771.35
CORNER POST FOR 5 FOOT CHAIN-LINK FENCE	EACH	65.000	5,771.35
		14.000	1,243.06
		0.000	0.00
0204                          7117.05	88.78	63.000	5,593.14
PULL POST FOR 5 FOOT CHAIN-LINK FENCE	EACH	63.000	5,593.14
		23.000	2,041.94
		0.000	0.00
0205                          7130.00	1.30	2,681.000	3,485.30
BARBED WIRE FENCE	LF	2,681.000	3,485.30
		0.000	0.00
		0.000	0.00
GROUP 7B FENCING		Contracted	190,979.16
		Current	190,979.16
		In place	60,608.46
		This Estimate	0.00
GROUP 8B ELECTRICAL
0206                          A001.01	570.37	61.000	34,792.57
PULL BOX, TYPE PB-1	EACH	61.000	34,792.57
		14.000	7,985.18
		0.000	0.00
0207                          A001.02	543.21	14.000	7,604.94
PULL BOX, TYPE PB-1A	EACH	14.000	7,604.94
		5.000	2,716.05
		0.000	0.00
0208                          A001.06	782.00	2.000	1,564.00
PULL BOX, TYPE PB-2A	EACH	2.000	1,564.00
		0.000	0.00
		0.000	0.00
0209                          A001.12	500.00	7.000	3,500.00
PULL BOX, TYPE PB-5	EACH	7.000	3,500.00
		3.000	1,500.00
		0.000	0.00
0210                          A001.16	554.08	28.000	15,514.24
PULL BOX, TYPE PB-6	EACH	28.000	15,514.24
		7.000	3,878.56
		7.000	3,878.56
0211                          A001.55	717.00	4.000	2,868.00
SERVICE BOX	EACH	4.000	2,868.00
24" X 36"		0.000	0.00
		0.000	0.00
0212                          A004.00	814.82	32.000	26,074.24
TRAFFIC SIGNAL, TYPE TS-1	EACH	32.000	26,074.24
		6.000	4,888.92
		0.000	0.00
0213                          A004.04	1,184.00	6.000	7,104.00
TRAFFIC SIGNAL, TYPE TS-1LL	EACH	6.000	7,104.00
		0.000	0.00
		0.000	0.00
0214                          A004.20	793.00	2.000	1,586.00
TRAFFIC SIGNAL, TYPE TS-1L	EACH	2.000	1,586.00
		0.000	0.00
		0.000	0.00
0215                          A004.22	1,043.00	2.000	2,086.00
TRAFFIC SIGNAL, TYPE TS-1LB	EACH	2.000	2,086.00
		0.000	0.00
		0.000	0.00
0216                          A004.40	598.00	1.000	598.00
TRAFFIC SIGNAL, TYPE TS-2	EACH	1.000	598.00
		1.000	598.00
		0.000	0.00
0217                          A006.84	679.00	1.000	679.00
PEDESTAL POLE, TYPE PP-10	EACH	1.000	679.00
		1.000	679.00
		0.000	0.00
0218                          A006.98	206.42	55.000	11,353.10
VEHICLE DETECTOR, TYPE A PREFORMED	EACH	55.000	11,353.10
		20.000	4,128.40
		0.000	0.00
0219                          A007.00	228.15	51.000	11,635.65
VEHICLE DETECTOR, TYPE B PREFORMED	EACH	51.000	11,635.65
		28.000	6,388.20
		0.000	0.00
0220                          A007.08	565.00	4.000	2,260.00
VEHICLE DETECTOR, TYPE TD-3	EACH	4.000	2,260.00
		0.000	0.00
		0.000	0.00
0221                          A007.15	543.00	3.000	1,629.00
VEHICLE DETECTOR, TYPE TD-5	EACH	3.000	1,629.00
		0.000	0.00
		0.000	0.00
0222                          A009.59	2,108.00	2.000	4,216.00
STREET LIGHTING UNIT, TYPE SL-BT-45-12-0.20	EACH	2.000	4,216.00
		2.000	4,216.00
		0.000	0.00
0223                          A009.73	2,020.75	22.000	44,456.50
STREET LIGHTING UNIT, TYPE SL-S-45-6 & 6-0.20	EACH	22.000	44,456.50
		0.000	0.00
		0.000	0.00
0224                          A010.20	798.52	48.000	38,328.96
LUMINAIRE, TYPE HML-A-1KW	EACH	48.000	38,328.96
		0.000	0.00
		0.000	0.00
0225                          A010.26	798.52	36.000	28,746.72
LUMINAIRE, TYPE HML-V-1KW	EACH	36.000	28,746.72
		0.000	0.00
		0.000	0.00
0226                          A010.59	598.00	4.000	2,392.00
UNDERDECK LUMINAIRE, TYPE UD-200	EACH	4.000	2,392.00
		0.000	0.00
		0.000	0.00
0227                          A012.05	6,274.00	1.000	6,274.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-45-12	EACH	1.000	6,274.00
		0.000	0.00
		0.000	0.00
0228                          A012.60	6,301.00	1.000	6,301.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLETYPE CMP-50-12	EACH	1.000	6,301.00
		0.000	0.00
		0.000	0.00
0229                          A012.90	8,126.00	5.000	40,630.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-60-12	EACH	5.000	40,630.00
		2.000	16,252.00
		0.000	0.00
0230                          A012.95	8,311.00	3.000	24,933.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-65-12	EACH	3.000	24,933.00
		0.000	0.00
		0.000	0.00
0231                          A016.74	7,127.00	2.000	14,254.00
MAST ARM SIGNAL POLE, TYPE MP-50-45	EACH	2.000	14,254.00
		0.000	0.00
		0.000	0.00
0232                          A016.80	6,817.00	1.000	6,817.00
MAST ARM SIGNAL POLE, TYPE MP-60	EACH	1.000	6,817.00
		1.000	6,817.00
		0.000	0.00
0233                          A016.90	7,703.00	1.000	7,703.00
MAST ARM SIGNAL POLE, TYPE MP-70	EACH	1.000	7,703.00
		0.000	0.00
		0.000	0.00
0234                          A016.95	8,691.00	1.000	8,691.00
MAST ARM SIGNAL POLE, TYPE MP-75	EACH	1.000	8,691.00
		0.000	0.00
		0.000	0.00
0235                          A018.81	2,759.52	11.000	30,354.72
FOUNDATION DESIGN	EACH	11.000	30,354.72
		11.000	30,354.72
		0.000	0.00
0236                          A018.82	157.53	165.000	25,992.45
CONCRETE FOR FOUNDATION	CY	165.000	25,992.45
		114.400	18,021.44
		0.000	0.00
0237                          A018.83	1.41	13,343.000	18,813.63
REINFORCING STEEL	LB	13,343.000	18,813.63
		9,533.000	13,441.53
		0.000	0.00
0238                          A018.84	141.24	66.000	9,321.84
ANCHOR BOLTS	EACH	66.000	9,321.84
		34.000	4,802.16
		0.000	0.00
0239                          A020.17	2,064.00	2.000	4,128.00
LIGHTING CONTROL CENTER, TYPE P	EACH	2.000	4,128.00
		0.000	0.00
		0.000	0.00
0240                          A020.36	5,432.00	4.000	21,728.00
LIGHTING CONTROL CENTER, TYPE R-2	EACH	4.000	21,728.00
		1.000	5,432.00
		1.000	5,432.00
0241                          A070.10	3.15	9,495.000	29,909.25
1 1/2-INCH CONDUIT IN TRENCH	LF	9,495.000	29,909.25
		2,750.000	8,662.50
		1,415.000	4,457.25
0242                          A070.14	3.26	9,803.000	31,957.78
2-INCH CONDUIT IN TRENCH	LF	9,803.000	31,957.78
		4,350.000	14,181.00
		0.000	0.00
0243                          A070.18	3.91	426.000	1,665.66
3-INCH CONDUIT IN TRENCH	LF	426.000	1,665.66
		27.000	105.57
		0.000	0.00
0244                          A072.10	3.37	1,735.000	5,846.95
1 1/2-INCH CONDUIT UNDER ROADWAY	LF	1,735.000	5,846.95
		280.000	943.60
		0.000	0.00
0245                          A072.14	3.48	1,545.000	5,376.60
2-INCH CONDUIT UNDER ROADWAY	LF	1,545.000	5,376.60
		376.000	1,308.48
		0.000	0.00
0246                          A072.18	4.89	987.000	4,826.43
3-INCH CONDUIT UNDER ROADWAY	LF	987.000	4,826.43
		596.000	2,914.45
		0.000	0.00
0247                          A074.12	13.04	70.000	912.80
1 1/2-INCH CONDUIT, JACKED	LF	70.000	912.80
		150.000	1,956.00
		0.000	0.00
0248                          A077.13	0.81	765.000	619.65
3/C #14 AWG TRAFFIC SIGNAL CABLE	LF	765.000	619.65
		765.000	619.65
		0.000	0.00
0249                          A077.17	1.03	7,132.000	7,345.96
7/C #14 AWG TRAFFIC SIGNAL CABLE	LF	7,132.000	7,345.96
		0.000	0.00
		0.000	0.00
0250                          A077.22	1.52	3,055.000	4,643.60
12/C #14 AWG TRAFFIC SIGNAL CABLE	LF	3,055.000	4,643.60
		415.000	630.80
		0.000	0.00
0251                          A079.01	0.81	3,597.000	2,913.57
2/C #14 AWG DETECTOR LEAD-IN CABLE	LF	3,597.000	2,913.57
		700.000	567.00
		0.000	0.00
0252                          A079.50	0.65	9,387.000	6,101.55
GROUNDING CONDUCTOR	LF	9,387.000	6,101.55
		4,505.000	2,928.25
		0.000	0.00
0253                          A079.55	0.81	1,830.000	1,482.30
SERVICE CABLE	LF	1,830.000	1,482.30
		200.000	162.00
		0.000	0.00
0254                          A080.10	1.09	40,280.000	43,905.20
STREET LIGHTING CABLE, NO. 2 USE	LF	40,280.000	43,905.20
		0.000	0.00
		0.000	0.00
0255                          A080.22	0.65	15,775.000	10,253.75
STREET LIGHTING CABLE, NO. 6 BARE	LF	15,775.000	10,253.75
		900.000	585.00
		0.000	0.00
0256                          A080.24	0.65	19,350.000	12,577.50
STREET LIGHTING CABLE, NO. 6 USE	LF	19,350.000	12,577.50
		1,800.000	1,170.00
		0.000	0.00
0257                          A082.05	1.14	765.000	872.10
DIRECT BURIAL CABLE, NO. 1/0	LF	765.000	872.10
		1,115.000	1,271.10
		0.000	0.00
0258                          A500.20	2,428.00	5.000	12,140.00
INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE TC-170	EACH	5.000	12,140.00
		1.000	2,428.00
		0.000	0.00
0259                          A600.00	380.00	2.000	760.00
REMOVE LIGHTING UNIT	EACH	2.000	760.00
		0.000	0.00
		0.000	0.00
0260                          A610.00	2,906.00	1.000	2,906.00
REMOVE TRAFFIC SIGNAL	EACH	1.000	2,906.00
AT N-50 & SAPP BROTHERS DRIVE		0.000	0.00
		0.000	0.00
0261                          A610.01	1,928.00	1.000	1,928.00
REMOVE TRAFFIC SIGNAL	EACH	1.000	1,928.00
AT N-50 & WB RAMP		0.000	0.00
		0.000	0.00
0262                          A610.02	1,928.00	1.000	1,928.00
REMOVE TRAFFIC SIGNAL	EACH	1.000	1,928.00
AT N-50 & EB RAMP		0.000	0.00
		0.000	0.00
0263                          A610.03	3,118.00	1.000	3,118.00
REMOVE TRAFFIC SIGNAL	EACH	1.000	3,118.00
AT N-50 & FRONTIER ROAD		0.000	0.00
		0.000	0.00
0264                          A620.02	652.00	2.000	1,304.00
REMOVE LIGHTING CONTROL CENTER	EACH	2.000	1,304.00
		0.000	0.00
		0.000	0.00
0265                          A630.20	81.00	7.000	567.00
REMOVE PULL BOX	EACH	7.000	567.00
		3.000	243.00
		0.000	0.00
0266                          A699.90	1,304.00	2.000	2,608.00
REMOVE	EACH	2.000	2,608.00
AND TRANSFER TEMPORARY LIGHTING SYSTEM		0.000	0.00
		0.000	0.00
0267                          A699.91	652.00	1.000	652.00
REMOVE	EACH	1.000	652.00
AND REINSTALL LIGHTING UNIT		0.000	0.00
		0.000	0.00
0268                          A700.20	923.00	3.000	2,769.00
RELOCATE STREET LIGHTING UNIT	EACH	3.000	2,769.00
		0.000	0.00
		0.000	0.00
0269                          A750.10	17,328.00	5.000	86,640.00
MODIFY HIGH MAST TOWER	EACH	5.000	86,640.00
TYPE A		0.000	0.00
		0.000	0.00
0270                          A750.11	17,709.00	3.000	53,127.00
MODIFY HIGH MAST TOWER	EACH	3.000	53,127.00
TYPE B		0.000	0.00
		0.000	0.00
0271                          A750.12	15,351.00	3.000	46,053.00
MODIFY HIGH MAST TOWER	EACH	3.000	46,053.00
TYPE C		0.000	0.00
		0.000	0.00
0272                          A750.13	17,003.00	1.000	17,003.00
MODIFY HIGH MAST TOWER	EACH	1.000	17,003.00
TYPE D		0.000	0.00
		0.000	0.00
0273                          A750.14	17,383.00	2.000	34,766.00
MODIFY HIGH MAST TOWER	EACH	2.000	34,766.00
TYPE E		0.000	0.00
		0.000	0.00
0274                          A780.05	11,190.00	1.000	11,190.00
TEMPORARY LIGHTING SYSTEM	EACH	1.000	11,190.00
AT STA. 337+40		0.660	7,385.40
		0.000	0.00
0275                          A780.06	4,835.00	1.000	4,835.00
TEMPORARY LIGHTING SYSTEM	EACH	1.000	4,835.00
AT STA. 415+00		0.000	0.00
		0.000	0.00
0276                          A780.07	3,314.00	1.000	3,314.00
TEMPORARY LIGHTING SYSTEM	EACH	1.000	3,314.00
AT STA. 424+00		0.660	2,187.24
		0.000	0.00
0277                          A780.09	5,595.00	1.000	5,595.00
TEMPORARY LIGHTING SYSTEM	EACH	1.000	5,595.00
AT STA. 1096+50		1.000	5,595.00
		0.000	0.00
0278                          A780.16	4,530.00	1.000	4,530.00
TEMPORARY LIGHTING SYSTEM	EACH	1.000	4,530.00
AT STA. 1125+80		0.000	0.00
		0.000	0.00
0279                          A800.55	8.69	244.000	2,120.36
OPERATION AND MAINTENANCE OF TEMPORARY LIGHTING SYSTEM	DAY	244.000	2,120.36
AT STA. 337+40		0.000	0.00
		0.000	0.00
0280                          A800.56	27.16	30.000	814.80
OPERATION AND MAINTENANCE OF TEMPORARY LIGHTING SYSTEM	DAY	30.000	814.80
AT STA. 415+00		0.000	0.00
		0.000	0.00
0281                          A800.57	16.30	90.000	1,467.00
OPERATION AND MAINTENANCE OF TEMPORARY LIGHTING SYSTEM	DAY	90.000	1,467.00
AT STA. 424+00		0.000	0.00
		0.000	0.00
0282                          A800.65	13.04	115.000	1,499.60
OPERATION AND MAINTENANCE OF TEMPORARY LIGHTING SYSTEM	DAY	115.000	1,499.60
AT STA. 1096+50		131.000	1,708.24
		28.000	365.12
0283                          A800.66	13.04	230.000	2,999.20
OPERATION AND MAINTENANCE OF TEMPORARY LIGHTING SYSTEM	DAY	230.000	2,999.20
AT STA. 1125+80		0.000	0.00
		0.000	0.00
0284                          A800.70	4.35	867.000	3,771.45
MAINTENANCE OF LIGHTING UNITS	DAY	867.000	3,771.45
		300.000	1,305.00
		28.000	121.80
0285                          0003.75	11,951.00	1.000	11,951.00
TEMPORARY TRAFFIC SIGNAL	EACH	1.000	11,951.00
AT N-50 & SAPP BROTHERS DRIVE		0.000	0.00
		0.000	0.00
0286                          0003.76	10,701.00	1.000	10,701.00
TEMPORARY TRAFFIC SIGNAL	EACH	1.000	10,701.00
AT N-50 & WB RAMP		0.000	0.00
		0.000	0.00
0287                          0003.77	10,701.00	1.000	10,701.00
TEMPORARY TRAFFIC SIGNAL	EACH	1.000	10,701.00
AT N-50 & EB RAMP		0.000	0.00
		0.000	0.00
0288                          0003.78	12,059.00	1.000	12,059.00
TEMPORARY TRAFFIC SIGNAL	EACH	1.000	12,059.00
AT N-50 & FRONTIER ROAD		0.000	0.00
		0.000	0.00
0289                          0030.81	10,864.00	1.000	10,864.00
MOBILIZATION	LS	1.000	10,864.00
		1.000	10,864.00
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	1,012,822.62
		Current	1,012,822.62
		In place	201,820.44
		This Estimate	14,254.73
GROUP 8C SIGNING
0290                          A010.08	869.14	23.000	19,990.22
LUMINAIRE, TYPE HPS-150	EACH	23.000	19,990.22
		0.000	0.00
		0.000	0.00
0291                          0030.82	8,691.00	1.000	8,691.00
MOBILIZATION	LS	1.000	8,691.00
		0.000	0.00
		0.000	0.00
0292                          7308.00	1,738.00	4.000	6,952.00
REMOVE SIGN, STRUCTURE, AND FOUNDATION	EACH	4.000	6,952.00
		0.000	0.00
		0.000	0.00
0293                          7312.00	25,314.00	1.000	25,314.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	25,314.00
16		0.000	0.00
		0.000	0.00
0294                          7312.01	25,314.00	1.000	25,314.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	25,314.00
17		0.000	0.00
		0.000	0.00
0295                          7312.02	25,314.00	1.000	25,314.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	25,314.00
18		0.000	0.00
		0.000	0.00
0296                          7312.03	25,314.00	1.000	25,314.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	25,314.00
19		0.000	0.00
		0.000	0.00
0297                          7312.04	52,094.00	1.000	52,094.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	52,094.00
20		0.000	0.00
		0.000	0.00
0298                          7312.05	49,541.00	1.000	49,541.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	49,541.00
25		0.000	0.00
		0.000	0.00
0299                          7312.06	47,911.00	1.000	47,911.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	47,911.00
26		0.000	0.00
		0.000	0.00
0300                          7312.07	46,390.00	1.000	46,390.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	46,390.00
27		0.000	0.00
		0.000	0.00
0301                          7312.08	46,064.00	1.000	46,064.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	46,064.00
28		0.000	0.00
		0.000	0.00
0302                          7312.09	25,314.00	1.000	25,314.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	25,314.00
31		0.000	0.00
		0.000	0.00
0303                          7312.10	25,314.00	1.000	25,314.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	25,314.00
32		0.000	0.00
		0.000	0.00
0304                          7312.11	25,314.00	1.000	25,314.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	25,314.00
33		0.000	0.00
		0.000	0.00
0305                          7312.12	25,314.00	1.000	25,314.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	25,314.00
34		0.000	0.00
		0.000	0.00
0306                          7322.01	173.83	299.000	51,975.17
TYPE B SIGN	SY	299.000	51,975.17
		0.000	0.00
		0.000	0.00
0307                          7340.00	2.28	2,505.000	5,711.40
STRUCTURAL STEEL FOR SIGN SUPPORTS	LB	2,505.000	5,711.40
		0.000	0.00
		0.000	0.00
0308                          7360.24	543.21	12.000	6,518.52
24" SIGN SUPPORT FOOTING	EACH	12.000	6,518.52
		0.000	0.00
		0.000	0.00
0309                          7390.10	679.02	11.000	7,469.22
REMOVE SIGN, POST, AND FOOTING	EACH	11.000	7,469.22
		5.000	3,395.10
		0.000	0.00
GROUP 8C SIGNING		Contracted	551,819.53
		Current	551,819.53
		In place	3,395.10
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0310                          0001.08	0.21	147,642.000	31,004.82
BARRICADE, TYPE II	BDAY	147,642.000	31,004.82
		29,759.000	6,249.39
		1,820.000	382.20
0311                          0001.10	3.26	17,396.000	56,710.96
BARRICADE, TYPE III	BDAY	17,396.000	56,710.96
		7,616.000	24,828.16
		756.000	2,464.56
0312                          0001.30	3.26	5,434.000	17,714.84
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	5,434.000	17,714.84
		275.000	896.50
		0.000	0.00
0313                          0001.75	2.17	2,304.000	4,999.68
TEMPORARY SIGN DAY	EACH	2,304.000	4,999.68
		346.000	750.82
		0.000	0.00
0314                          0001.90	1.09	50,478.000	55,021.02
SIGN DAY	EACH	50,478.000	55,021.02
		17,386.000	18,950.74
		1,820.000	1,983.80
0315                          0002.30	0.23	147,000.000	33,810.00
PAVEMENT MARKING REMOVAL	LF	147,000.000	33,810.00
		19,102.000	4,393.46
		0.000	0.00
0316                          0002.44	0.10	295,000.000	29,500.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT	LF	295,000.000	29,500.00
		93,285.000	9,328.50
		0.000	0.00
0317                          0002.47	0.16	144,000.000	23,040.00
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION	LF	144,000.000	23,040.00
		21,817.000	3,490.72
		0.000	0.00
0318                          0002.48	4.35	2,000.000	8,700.00
TEMPORARY RAISED PAVEMENT MARKER	EACH	2,000.000	8,700.00
		0.000	0.00
		0.000	0.00
0319                          0002.85	42.37	60.000	2,542.20
TUBULAR POST	EACH	60.000	2,542.20
		0.000	0.00
		0.000	0.00
0320                          0002.97	92.35	335.000	30,937.25
FLASHING ARROW PANEL	DAY	335.000	30,937.25
		196.500	18,146.79
		0.000	0.00
0321                          0003.10	354.33	40.000	14,173.20
FLAGGING	DAY	40.000	14,173.20
		14.000	4,960.62
		0.000	0.00
0322                          0003.51	2.41	26,525.000	63,925.25
INSTALL CONCRETE PROTECTION BARRIER	LF	26,525.000	63,925.25
		7,340.000	17,689.40
		0.000	0.00
0323                          0003.53	6.46	12,500.000	80,750.00
TEMPORARY GLARE SCREEN	LF	12,500.000	80,750.00
		0.000	0.00
		0.000	0.00
0324                          0003.56	2.35	16,200.000	38,070.00
RELOCATE CONCRETE PROTECTION BARRIER	LF	16,200.000	38,070.00
		170.000	399.50
		0.000	0.00
0325                          0003.57	543.00	10.000	5,430.00
RELOCATE INERTIAL BARRIER SYSTEM	EACH	10.000	5,430.00
		1.000	543.00
		0.000	0.00
0326                          0003.58	2,580.00	5.000	12,900.00
INERTIAL BARRIER SYSTEM	EACH	5.000	12,900.00
		6.000	15,480.00
		0.000	0.00
0327                          0003.64	646.00	5.000	3,230.00
REPLACEMENT MODULE	EACH	5.000	3,230.00
		7.000	4,522.00
		0.000	0.00
0328                          0005.10	162.96	200.000	32,592.00
TRAFFIC CONTROL MANAGEMENT	DAY	200.000	32,592.00
		35.000	5,703.60
		0.000	0.00
0329                          0010.04	2,134.00	1.000	2,134.00
FIELD OFFICE	EACH	1.000	2,134.00
		1.000	2,134.00
		0.000	0.00
0330                          0030.00	4,767.13	1.000	4,767.13
MOBILIZATION	LS	1.000	4,767.13
		1.000	4,767.13
		0.000	0.00
0331                          1017.00	198,273.00	1.000	198,273.00
CONSTRUCTION STAKING AND SURVEYING	LS	1.000	198,273.00
		0.400	79,309.20
		0.000	0.00
0332                          7019.60	8,691.00	2.000	17,382.00
INSTALL IMPACT ATTENUATOR	EACH	2.000	17,382.00
		0.000	0.00
		0.000	0.00
0333                          7019.65	1,086.00	5.000	5,430.00
RELOCATE IMPACT ATTENUATOR	EACH	5.000	5,430.00
		0.000	0.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	773,037.35
		Current	773,037.35
		In place	222,543.53
		This Estimate	4,830.56
GROUP 6A BRIDGE AT STA. 368+64.62
0165                          0020.00	0.80	1,000.000	800.00
TRAINING	HOUR	1,000.000	800.00
		274.000	219.20
		0.000	0.00
0166                          0030.60	125,124.00	1.000	125,124.00
MOBILIZATION	LS	1.000	125,124.00
		1.000	125,124.00
		0.000	0.00
0167                          3050.15	146.82	795.900	116,854.04
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000	CY	795.900	116,854.04
		109.500	16,076.79
		0.000	0.00
0168                          3051.10	0.64	79,360.000	50,790.40
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	LB	79,360.000	50,790.40
		9,600.000	6,144.00
		0.000	0.00
0169                          6000.10	4,843.00	1.000	4,843.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	4,843.00
		1.000	4,843.00
		0.000	0.00
0170                          6000.11	4,843.00	1.000	4,843.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	4,843.00
		1.000	4,843.00
		0.000	0.00
0171                          6000.20	10,369.00	1.000	10,369.00
PIER NO.1 EXCAVATION	LS	1.000	10,369.00
		1.000	10,369.00
		0.000	0.00
0172                          6000.21	6,878.00	1.000	6,878.00
PIER NO.2 EXCAVATION	LS	1.000	6,878.00
		1.000	6,878.00
		0.000	0.00
0173                          6005.35	27.93	315.000	8,797.95
PRECOMPRESSED POLYURETHANE FOAM JOINT	LF	315.000	8,797.95
		0.000	0.00
		0.000	0.00
0174                          6005.85	3,749.00	10.000	37,490.00
GUIDED BEARING DEVICE, TYPE II	EACH	10.000	37,490.00
		10.000	37,490.00
		0.000	0.00
0175                          6010.22	248.09	475.500	117,966.80
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	475.500	117,966.80
		475.500	117,966.79
		-10.000	-2,480.90
0176                          6010.26	246.86	412.900	101,928.49
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	412.900	101,928.49
		259.000	63,936.74
		0.000	0.00
0177                          6030.01	43,445.00	1.000	43,445.00
PREPARATION OF BRIDGE	EACH	1.000	43,445.00
AT STA. 368+64.62		1.000	43,445.00
		0.000	0.00
0178                          6080.00	1.85	815.000	1,507.75
STRUCTURAL STEEL FOR SUBSTRUCTURE	LB	815.000	1,507.75
		815.000	1,507.75
		0.000	0.00
0179                          6081.00	0.94	409,005.000	384,464.70
STRUCTURAL STEEL FOR SUPERSTRUCTURE	LB	409,005.000	384,464.70
		409,005.000	384,464.70
		0.000	0.00
0180                          6107.00	36.01	428.000	15,412.28
CONCRETE SLOPE PROTECTION	SY	428.000	15,412.28
		0.000	0.00
		0.000	0.00
0181                          6131.50	0.64	177,150.000	113,376.00
EPOXY COATED REINFORCING STEEL	LB	177,150.000	113,376.00
		155,430.500	99,475.52
		0.000	0.00
0182                          6139.50	52.51	110.000	5,776.10
SUBSURFACE DRAINAGE MATTING	SY	110.000	5,776.10
		56.000	2,940.56
		0.000	0.00
0183                          6210.14	17.29	5,000.000	86,450.00
HP 12"X53# STEEL PILING	LF	5,000.000	86,450.00
		3,560.000	61,552.40
		0.000	0.00
0184                          6601.15	15.21	500.000	7,605.00
1 1/2" CONDUIT IN BRIDGE	LF	500.000	7,605.00
		0.000	0.00
		0.000	0.00
0185                          6951.12	1.70	2,850.000	4,845.00
SHEAR CONNECTORS	EACH	2,850.000	4,845.00
		2,850.000	4,845.00
		0.000	0.00
0186                          8091.00	10.28	430.000	4,420.40
GRANULAR BACKFILL	CY	430.000	4,420.40
		210.000	2,158.80
		0.000	0.00
GROUP 6A BRIDGE AT STA. 368+64.62		Contracted	1,253,986.91
		Current	1,253,986.91
		In place	994,280.25
		This Estimate	-2,480.90
GROUP 10 GENERAL ITEMS
0310                          0001.08	0.21	20,340.000	4,271.40
BARRICADE, TYPE II	BDAY	20,340.000	4,271.40
		0.000	0.00
		0.000	0.00
0311                          0001.10	3.26	48.000	156.48
BARRICADE, TYPE III	BDAY	48.000	156.48
		0.000	0.00
		0.000	0.00
0313                          0001.75	2.17	72.000	156.24
TEMPORARY SIGN DAY	EACH	72.000	156.24
		0.000	0.00
		0.000	0.00
0314                          0001.90	1.09	904.000	985.36
SIGN DAY	EACH	904.000	985.36
		0.000	0.00
		0.000	0.00
0321                          0003.10	354.33	12.000	4,251.96
FLAGGING	DAY	12.000	4,251.96
		0.000	0.00
		0.000	0.00
0330                          0030.00	96.87	1.000	96.87
MOBILIZATION	LS	1.000	96.87
		0.000	0.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	9,918.31
		Current	9,918.31
		In place	0.00
		This Estimate	0.00
Totals for contract		Contracted	18,862,392.57
		Current	18,876,167.53
		In place	5,822,087.39
		This Estimate	16,604.39