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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0103 VRANA & SON CONSTRUCTION CO./CHAS.
Contract ID:	2634X
Estimate Number:	0025
Pay Period End Date:	12.16.2002

Contract Location:
N-370 TO CORNHUSKER DR	Estimate Type:	PROG
Contractor:
VRANA & SON CONSTRUCTION CO./CHAS.	Date Let:	05.25.2000
4816 F ST	Date Awarded:	06.12.2000
	Date Contract Executed:	06.30.2000
	Date Notice to Proceed:	06.30.2000
OMAHA NE 68117-1481	Date Work Began:	07.24.2000
Phone:	Date Physical Work Completed:
(402)733-5200	Date Accepted:	06.25.2002
Escrow Agent:
Surety Co:
THE CONTINENTAL INSURANCE COMPANY

Counties
SARPY

Project Number		PCT			Fed State Project Number		Description
20634 000		0.000			EACSTPE-3785(2)		GRAD, CONC PAVE, CULV, BR, GDRL, ELEC

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$1,694,886.80	$1,692,927.36	$1,959.44
$1,733,318.42	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$1,694,886.80	$1,692,927.36	$1,959.44
$1,661,131.18	Retainage	$-16,948.87	$-16,929.27	$-19.60
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
97.78%	Net Earnings	$1,677,937.93	$1,675,998.09	$1,939.84
	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	$163.91	$163.91	$.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	$163.91	$163.91	$.00
	Payment	$1,678,101.84	$1,676,162.00	$1,939.84
Project Manager			Div. Head/Dist. Eng.
Holmes, Bob	01.10.2003		Lech, Marvin (Marv)	01.13.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	01.13.2003
Controller Div. Processed
Burling, Laurie	01.13.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0045	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Initial Payment	3,284.87	426346
		Epoxy Reinf. Steel for Appr. Slabs
		S.P. Adjustment	-499.12	426346
		Epoxy Reinf. Steel for Appr. Slabs
0059	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	26,359.33	430416
		Epoxy Deck Reinf. Steel
		Total for estimate 0006:	29,145.08
Est Nbr:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0024	3017.40	CONCRETE CLASS 47B-3000 MEDIAN SURFACING
		S.P. Initial Payment	4,460.27	00051400
		Black Fiber 1" x 5 1/2" x10'
		Total for estimate 0009:	4,460.27
Est Nbr:	0010
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0059	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-65.82	430416
		Epoxy Deck Reinf. Steel
		Total for estimate 0010:	-65.82
Est Nbr:	0012
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0045	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Adjustment	-187.41	426346
		Epoxy Reinf. Steel for Appr. Slabs
0059	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-21,055.25	430416
		Epoxy Deck Reinf. Steel
		Total for estimate 0012:	-21,242.66
Est Nbr:	0013
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0024	3017.40	CONCRETE CLASS 47B-3000 MEDIAN SURFACING
		S.P. Adjustment	-47.85	00051400
		Black Fiber 1" x 5 1/2" x10'
0059	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-65.92	430416
		Epoxy Deck Reinf. Steel
		Total for estimate 0013:	-113.77
Est Nbr:	0014
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0024	3017.40	CONCRETE CLASS 47B-3000 MEDIAN SURFACING
		S.P. Adjustment	-889.62	00051400
		Black Fiber 1" x 5 1/2" x10'
0062	6401.00	PEDESTRIAN BARRIER RAIL
		S.P. Initial Payment	1,170.28	22993-1
		Pedestrian Barrier Rail
		Total for estimate 0014:	280.66
Est Nbr:	0015
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0045	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Adjustment	-2,028.29	426346
		Epoxy Reinf. Steel for Appr. Slabs
		Total for estimate 0015:	-2,028.29
Est Nbr:	0016
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0024	3017.40	CONCRETE CLASS 47B-3000 MEDIAN SURFACING
		S.P. Adjustment	-1,283.57	00051400
		Black Fiber 1" x 5 1/2" x10'
0045	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Adjustment	-169.16	426346
		Epoxy Reinf. Steel for Appr. Slabs
0059	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-3,475.28	430416
		Epoxy Deck Reinf. Steel
0062	6401.00	PEDESTRIAN BARRIER RAIL
		S.P. Adjustment	-1,170.28	22993-1
		Pedestrian Barrier Rail
		Total for estimate 0016:	-6,098.29
Est Nbr:	0017
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0024	3017.40	CONCRETE CLASS 47B-3000 MEDIAN SURFACING
		S.P. Adjustment	-1,505.46	00051400
		Black Fiber 1" x 5 1/2" x10'
		Total for estimate 0017:	-1,505.46
Est Nbr:	0018
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0045	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Adjustment	-108.14	426346
		Epoxy Reinf. Steel for Appr. Slabs
0059	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,175.95	430416
		Epoxy Deck Reinf. Steel
		Total for estimate 0018:	-1,284.09
Est Nbr:	0019
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0024	3017.40	CONCRETE CLASS 47B-3000 MEDIAN SURFACING
		S.P. Adjustment	-333.37	00051400
		Black Fiber 1" x 5 1/2" x10'
		Total for estimate 0019:	-333.37
Est Nbr:	0022
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0024	3017.40	CONCRETE CLASS 47B-3000 MEDIAN SURFACING
		S.P. Closure	-400.40	00051400
		Black Fiber 1" x 5 1/2" x10'
0045	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Closure	-292.75	426346
		Epoxy Reinf. Steel for Appr. Slabs
0059	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Closure	-521.11	430416
		Epoxy Deck Reinf. Steel
		Total for estimate 0022:	-1,214.26
		Total remaining for contract:	0.00

			1. Contracted
			2. Current
			3. To date
Item Nbr        Item Code	Unit Price		4. This Est
Item Description	Units	Qty	Amount
GROUP 1 GRADING
0001                          L020.02	1.20	7,766.000	9,319.20
EROSION CONTROL, TYPE B	SY	7,766.000	9,319.20
		8,751.470	10,501.76
		0.000	0.00
0002                          L022.11	2.30	2,300.000	5,290.00
FABRIC SILT FENCE-LOW POROSITY	LF	2,300.000	5,290.00
		0.000	0.00
		0.000	0.00
0003                          L022.12	2.50	790.000	1,975.00
FABRIC SILT FENCE-HIGH POROSITY	LF	790.000	1,975.00
		0.000	0.00
		0.000	0.00
0004                          0030.10	5,000.00	1.000	5,000.00
MOBILIZATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00
0005                          1009.00	7,000.00	1.000	7,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	7,000.00
		1.000	7,000.00
		0.000	0.00
0006                          1010.01	2.10	14,807.000	31,094.70
EXCAVATION (ESTABLISHED QUANTITY)	CY	14,807.000	31,094.70
		14,807.000	31,094.70
		0.000	0.00
0007                          1011.00	13.00	96.000	1,248.00
WATER	MGAL	96.000	1,248.00
		60.000	780.00
		0.000	0.00
0008                          1101.00	3.50	1,427.000	4,994.50
REMOVE PAVEMENT	SY	1,427.000	4,994.50
		1,478.830	5,175.91
		0.000	0.00
0009                          1102.00	3.00	1,372.000	4,116.00
REMOVE ASPHALT SURFACE	SY	1,372.000	4,116.00
		1,262.000	3,786.00
		0.000	0.00
0010                          1108.00	3.30	686.000	2,263.80
REMOVE COMBINATION CURB AND GUTTER	LF	686.000	2,263.80
		1,170.150	3,861.50
		0.000	0.00
0011                          1112.00	150.00	3.000	450.00
REMOVE HEADER	EACH	3.000	450.00
		3.000	450.00
		0.000	0.00
0012                          4092.90	15.00	1,100.000	16,500.00
STONE RETAINING WALL	SF	1,100.000	16,500.00
		1,052.470	15,787.05
		0.000	0.00
0013                          7017.00	3.20	335.000	1,072.00
REMOVE GUARDRAIL	LF	335.000	1,072.00
		286.000	915.20
		0.000	0.00
0014                          9110.01	110.00	30.000	3,300.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	30.000	3,300.00
		0.000	0.00
		0.000	0.00
0015                          9110.03	65.00	30.000	1,950.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	30.000	1,950.00
		3.000	195.00
		3.000	195.00
0016                          9110.07	115.00	30.000	3,450.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	30.000	3,450.00
		0.000	0.00
		0.000	0.00
4016                          1030.04	10,680.78	0.000	0.00
EMBANKMENT	LS	1.000	10,680.78
For Access to West Papio Creek Levees		1.000	10,680.78
		0.000	0.00
GROUP 1 GRADING		Contracted	99,023.20
		Current	109,703.98
		In place	95,227.90
		This Estimate	195.00
GROUP 3 CONCRETE PAVEMENT
0017                          L001.02	1,050.00	3.060	3,213.00
SEEDING, TYPE B	ACRE	3.060	3,213.00
		9.740	10,227.00
		0.000	0.00
0018                          L032.75	75.00	7.700	577.50
MULCH	TON	7.700	577.50
		14.000	1,050.00
		0.000	0.00
0019                          0030.30	15,000.00	1.000	15,000.00
MOBILIZATION	LS	1.000	15,000.00
		1.000	15,000.00
		0.000	0.00
0020                          1101.25	2.50	950.000	2,375.00
SAWING PAVEMENT	LF	950.000	2,375.00
		2,562.000	6,405.00
		0.000	0.00
0021                          3008.05	5.80	102.000	591.60
TIE BARS	EACH	102.000	591.60
		550.000	3,190.00
		0.000	0.00
0022                          3014.12	12.00	384.000	4,608.00
COMBINATION CONCRETE CLASS 47B-3625 CURB AND GUTTER	LF	384.000	4,608.00
		691.000	8,292.00
		0.000	0.00
0023                          3016.63	34.70	42.000	1,457.40
7" CONCRETE CLASS 47B-3000 BIKEWAY	SY	42.000	1,457.40
		221.990	7,703.06
		0.000	0.00
0024                          3017.40	23.00	11,255.000	258,865.00
CONCRETE CLASS 47B-3000 MEDIAN SURFACING	SY	11,255.000	258,865.00
		10,298.070	236,855.61
		0.000	0.00
0025                          3075.21	24.90	291.000	7,245.90
7" CONCRETE PAVEMENT, CLASS 47B-3625	SY	0.000	0.00
		0.000	0.00
		0.000	0.00
0026                          3075.31	19.70	21,886.000	431,154.20
8" CONCRETE PAVEMENT, CLASS 47B-3625	SY	21,886.000	431,154.20
		21,853.530	430,514.54
		0.000	0.00
0027                          9111.00	2.60	83.000	215.80
WATER	MGAL	83.000	215.80
		0.000	0.00
		0.000	0.00
0028                          9170.00	80.00	67.963	5,437.04
EARTH SHOULDER CONSTRUCTION	STA	67.963	5,437.04
		69.240	5,539.20
		0.000	0.00
0029                          9173.20	0.90	22,219.000	19,997.10
SUBGRADE PREPARATION	SY	22,219.000	19,997.10
		22,168.000	19,951.20
		0.000	0.00
0030                          9188.50	21.20	280.000	5,936.00
SURFACING UNDER GUARDRAIL	SY	280.000	5,936.00
		268.020	5,682.03
		0.000	0.00
4005                          9009.75	30.79	0.000	0.00
TEMPORARY SURFACING	SY	250.000	7,697.50
		251.330	7,738.45
		0.000	0.00
4015                          3075.31	27.27	0.000	0.00
8" CONCRETE PAVEMENT, CLASS 47B-3625	SY	837.960	22,851.17
Revised		837.960	22,851.17
		0.000	0.00
4017                          2010.03	14.71	0.000	0.00
CRUSHED ROCK SURFACE COURSE	TON	77.150	1,134.88
For Access to West Papio Creek Levees		140.200	2,062.35
		0.000	0.00
4018                          0095.00	730.59	0.000	0.00
ADDITIONAL FREIGHT	LS	1.000	730.59
for Reinforcing Steel		1.000	730.59
		0.000	0.00
4019                          3970.05	441.56	0.000	0.00
REPAIR	LS	1.000	441.56
French Drain		1.000	441.56
		0.000	0.00
4021                          4976.05	1,917.82	0.000	0.00
ADDITIONAL WORK	LS	1.000	1,917.82
for Subgrade Preparation		1.000	1,917.82
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	756,673.54
		Current	784,201.16
		In place	786,151.58
		This Estimate	0.00
GROUP 4 CULVERTS
0031                          0030.40	2,500.00	1.000	2,500.00
MOBILIZATION	LS	1.000	2,500.00
		1.000	2,500.00
		0.000	0.00
0032                          4003.00	1.70	1,125.000	1,912.50
CAST IRON COVER, FRAME, AND FLANGE	LB	1,125.000	1,912.50
		1,125.000	1,912.50
		0.000	0.00
0033                          4040.10	180.00	4.000	720.00
REMOVE INLET TOP	EACH	4.000	720.00
		4.000	720.00
		0.000	0.00
0034                          4040.12	620.00	4.000	2,480.00
RESET INLET TOP	EACH	4.000	2,480.00
		4.000	2,480.00
		0.000	0.00
0035                          4105.59	340.00	35.810	12,175.40
CLASS 47B-3000 CONCRETE FOR INLET AND JUNCTION BOX	CY	35.810	12,175.40
		35.810	12,175.40
		0.000	0.00
0036                          4107.07	730.00	1.200	876.00
CLASS 47B-3000 OR AX-3000 CONCRETE FOR CONCRETE COLLARS	CY	1.200	876.00
		1.200	876.00
		0.000	0.00
0037                          4155.50	1.00	2,475.000	2,475.00
REINFORCING STEEL FOR INLET AND JUNCTION BOX	LB	2,475.000	2,475.00
		2,475.000	2,475.00
		0.000	0.00
0038                          4157.00	1.30	111.000	144.30
REINFORCING STEEL FOR COLLARS	LB	111.000	144.30
		111.000	144.30
		0.000	0.00
0039                          4460.15	340.00	1.000	340.00
15" CONCRETE FLARED-END SECTION	EACH	1.000	340.00
		1.000	340.00
		0.000	0.00
0040                          4600.15	18.20	417.000	7,589.40
15" REINFORCED CONCRETE SEWER PIPE	LF	417.000	7,589.40
		477.000	8,681.40
		0.000	0.00
0041                          4600.18	24.00	89.000	2,136.00
18" REINFORCED CONCRETE SEWER PIPE	LF	89.000	2,136.00
		89.000	2,136.00
		0.000	0.00
4006                          4037.00	325.00	0.000	0.00
REMOVE AND REINSTALL CONCRETE FLARED END SECTIONS	EACH	1.000	325.00
		1.000	325.00
		0.000	0.00
4007                          4040.00	210.00	0.000	0.00
REMOVE HEADWALLS FROM CULVERTS	EACH	1.000	210.00
		1.000	210.00
		0.000	0.00
4008                          4043.50	13.00	0.000	0.00
REMOVE SEWER PIPE	LF	7.000	91.00
		7.000	91.00
		0.000	0.00
4009                          4450.24	30.80	0.000	0.00
24" REINFORCED CONCRETE PIPE	LF	62.000	1,909.60
		60.000	1,848.00
		0.000	0.00
4010                          4600.36	57.50	0.000	0.00
36" REINFORCED CONCRETE SEWER PIPE	LF	8.000	460.00
		7.000	402.50
		0.000	0.00
4011                          4600.42	68.00	0.000	0.00
42" REINFORCED CONCRETE SEWER PIPE	LF	21.000	1,428.00
		21.000	1,428.00
		0.000	0.00
4012                          4460.18	402.00	0.000	0.00
18" CONCRETE FLARED-END SECTION	EACH	1.000	402.00
		1.000	402.00
		0.000	0.00
4013                          4460.24	425.00	0.000	0.00
24" CONCRETE FLARED-END SECTION	EACH	2.000	850.00
		2.000	850.00
		0.000	0.00
4014                          4460.42	595.00	0.000	0.00
42" CONCRETE FLARED-END SECTION	EACH	1.000	595.00
		1.000	595.00
		0.000	0.00
4020                          1136.10	963.62	0.000	0.00
REMOVE	LS	1.000	963.62
Concrete Collar at Station 64+07 Rt.		1.000	963.62
		0.000	0.00
GROUP 4 CULVERTS		Contracted	33,348.60
		Current	40,582.82
		In place	41,555.72
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 57+70
0042                          0030.60	15,000.00	1.000	15,000.00
MOBILIZATION	LS	1.000	15,000.00
		1.000	15,000.00
		0.000	0.00
0043                          1043.50	2.30	2,885.000	6,635.50
RIPRAP FILTER FABRIC	SY	2,885.000	6,635.50
		2,885.000	6,635.50
		0.000	0.00
0044                          3050.15	152.60	253.500	38,684.10
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000	CY	253.500	38,684.10
		224.170	34,208.33
		0.000	0.00
0045                          3051.10	0.62	15,623.000	9,686.26
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	LB	15,623.000	9,686.26
		16,107.000	9,986.34
		1,462.000	906.44
0046                          6000.10	1,290.00	1.000	1,290.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	1,290.00
		1.000	1,290.00
		0.000	0.00
0047                          6000.11	1,240.00	1.000	1,240.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	1,240.00
		1.000	1,240.00
		0.000	0.00
0048                          6000.20	8,640.00	1.000	8,640.00
PIER NO.1 EXCAVATION	LS	1.000	8,640.00
		1.000	8,640.00
		0.000	0.00
0049                          6000.21	8,640.00	1.000	8,640.00
PIER NO.2 EXCAVATION	LS	1.000	8,640.00
		1.000	8,640.00
		0.000	0.00
0050                          6005.78	470.00	10.000	4,700.00
EXPANSION BEARING, TFE TYPE	EACH	10.000	4,700.00
		10.000	4,700.00
		0.000	0.00
0051                          6005.83	640.00	10.000	6,400.00
FIXED BEARING	EACH	10.000	6,400.00
		10.000	6,400.00
		0.000	0.00
0052                          6010.22	290.00	247.000	71,630.00
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	247.000	71,630.00
		247.000	71,630.00
		0.000	0.00
0053                          6010.26	250.00	389.000	97,250.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	389.000	97,250.00
		389.000	97,250.00
		0.000	0.00
0054                          6020.00	0.50	20,987.000	10,493.50
REINFORCING STEEL FOR BRIDGE	LB	20,987.000	10,493.50
		20,987.000	10,493.50
		0.000	0.00
0055                          6030.00	1,560.00	1.000	1,560.00
PREPARATION OF BRIDGE	EACH	1.000	1,560.00
AT STA. 57+70		1.000	1,560.00
		0.000	0.00
0056                          6071.10	183,770.00	1.000	183,770.00
STEEL SUPERSTRUCTURE	LS	1.000	183,770.00
AT STA. 57+70		1.000	183,770.00
		0.000	0.00
0057                          6100.00	740.00	2.000	1,480.00
FLOOR DRAINS	EACH	2.000	1,480.00
		1.000	740.00
		0.000	0.00
0058                          6105.02	16.70	3,212.000	53,640.40
ROCK RIPRAP, TYPE B	TON	3,212.000	53,640.40
		2,892.080	48,297.73
		0.000	0.00
0059                          6131.50	0.60	96,767.000	58,060.20
EPOXY COATED REINFORCING STEEL	LB	96,767.000	58,060.20
		97,198.000	58,318.80
		431.000	258.60
0060                          6139.50	44.40	56.700	2,517.48
SUBSURFACE DRAINAGE MATTING	SY	56.700	2,517.48
		56.700	2,517.48
		0.000	0.00
0061                          6210.14	20.00	4,430.000	88,600.00
HP 12"X53# STEEL PILING	LF	4,430.000	88,600.00
		4,365.800	87,316.00
		0.000	0.00
0062                          6401.00	3.60	275.000	990.00
PEDESTRIAN BARRIER RAIL	LF	275.000	990.00
		325.080	1,170.29
		0.000	0.00
0063                          6404.00	66.60	279.000	18,581.40
PEDESTRIAN RAILING (CHAIN LINK TYPE)	LF	279.000	18,581.40
		279.000	18,581.40
		9.000	599.40
0064                          6415.00	4,000.00	2.000	8,000.00
DRAINAGE SYSTEM	EACH	2.000	8,000.00
		1.000	4,000.00
		0.000	0.00
0065                          8091.00	39.70	122.000	4,843.40
GRANULAR BACKFILL	CY	122.000	4,843.40
		122.000	4,843.40
		0.000	0.00
6001                          6210.59	12.00	0.000	0.00
PILE CUT-OFF	LF	36.300	435.60
		81.300	975.60
		0.000	0.00
GROUP 6 BRIDGE AT STA. 57+70		Contracted	702,332.24
		Current	702,767.84
		In place	688,204.37
		This Estimate	1,764.44
GROUP 7 GUARDRAIL
0066                          0030.70	2,000.00	1.000	2,000.00
MOBILIZATION	LS	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00
0067                          7011.20	17.00	175.000	2,975.00
W-BEAM GUARDRAIL	LF	175.000	2,975.00
		175.000	2,975.00
		0.000	0.00
0068                          7020.00	1,300.00	4.000	5,200.00
BRIDGE APPROACH SECTIONS	EACH	4.000	5,200.00
		2.000	2,600.00
		0.000	0.00
0069                          7021.70	1,700.00	4.000	6,800.00
GUARDRAIL END TREATMENT, SRT-350	EACH	4.000	6,800.00
		4.000	6,800.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	16,975.00
		Current	16,975.00
		In place	14,375.00
		This Estimate	0.00
GROUP 8B ELECTRICAL
0070                          A630.02	550.00	1.000	550.00
REMOVE PEDESTAL POLE AND FOUNDATION	EACH	1.000	550.00
		2.000	1,100.00
		0.000	0.00
0071                          A703.00	0.00	1.000	0.00
RELOCATE MAST ARM	EACH	1.000	0.00
		0.000	0.00
		0.000	0.00
0072                          A707.01	2,000.00	1.000	2,000.00
RELOCATE SPAN WIRE SIGNAL POLE	EACH	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00
0073                          0030.81	200.00	1.000	200.00
MOBILIZATION	LS	1.000	200.00
		1.000	200.00
		0.000	0.00
4022                          A701.40	3,286.50	0.000	0.00
RELOCATE COMBINATION MAST ARM SIGNAL AND LIGHTING POLE	EACH	1.000	3,286.50
		1.000	3,286.50
		0.000	0.00
4023                          A003.10	723.45	0.000	0.00
TRAFFIC SIGNAL, TYPE TS-1	EACH	2.000	1,446.90
		2.000	1,446.90
		0.000	0.00
4024                          A006.98	457.80	0.000	0.00
VEHICLE DETECTOR, TYPE A PREFORMED	EACH	6.000	2,746.80
6x6		6.000	2,746.80
		0.000	0.00
4025                          A007.00	553.35	0.000	0.00
VEHICLE DETECTOR, TYPE B PREFORMED	EACH	4.000	2,213.40
6x10		4.000	2,213.40
		0.000	0.00
4026                          A007.15	553.35	0.000	0.00
VEHICLE DETECTOR, TYPE TD-5	EACH	3.000	1,660.05
6x10 Sawed		3.000	1,660.05
		0.000	0.00
4027                          A007.15	683.16	0.000	0.00
VEHICLE DETECTOR, TYPE TD-5	EACH	1.000	683.16
6x15 Sawed		1.000	683.16
		0.000	0.00
4028                          W800.91	9.56	0.000	0.00
BORING	LF	70.000	669.20
2 Inch PVC Conduit		70.000	669.20
		0.000	0.00
4029                          A001.01	620.55	0.000	0.00
PULL BOX, TYPE PB-1	EACH	2.000	1,241.10
		2.000	1,241.10
		0.000	0.00
4030                          A079.01	0.79	0.000	0.00
2 CONDUCTOR #14 AWG DETECTOR LEAD-IN CABLE	LF	775.000	612.25
		775.000	612.25
		0.000	0.00
4031                          4900.55	365.68	0.000	0.00
INSTALL	EACH	1.000	365.68
Flap Gate		1.000	365.68
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	2,750.00
		Current	17,675.04
		In place	18,225.04
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0074                          0001.08	0.50	43,164.000	21,582.00
BARRICADE, TYPE II	BDAY	43,164.000	21,582.00
		19,688.000	9,844.00
		0.000	0.00
0075                          0001.10	1.00	5,055.000	5,055.00
BARRICADE, TYPE III	BDAY	5,055.000	5,055.00
		11,219.000	11,219.00
		0.000	0.00
0076                          0001.90	0.30	13,792.000	4,137.60
SIGN DAY	EACH	13,792.000	4,137.60
		15,498.000	4,649.40
		0.000	0.00
0077                          0002.97	12.00	632.000	7,584.00
FLASHING ARROW PANEL	DAY	632.000	7,584.00
		0.000	0.00
		0.000	0.00
0078                          0003.10	190.00	20.000	3,800.00
FLAGGING	DAY	20.000	3,800.00
		6.000	1,140.00
		0.000	0.00
0079                          0010.04	2,870.00	1.000	2,870.00
FIELD OFFICE	EACH	1.000	2,870.00
		1.000	2,870.00
		0.000	0.00
0080                          0030.00	5,000.00	1.000	5,000.00
MOBILIZATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00
4001                          0002.30	0.71	0.000	0.00
PAVEMENT MARKING REMOVAL	LF	15,000.000	10,650.00
4 Inch		15,497.000	11,002.87
		0.000	0.00
4002                          0002.47	0.30	0.000	0.00
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION	LF	500.000	150.00
4 Inch		1,354.000	406.20
		0.000	0.00
4003                          0002.31	0.58	0.000	0.00
TEMPORARY PAVEMENT MARKING	LF	500.000	290.00
4 Inch		7,634.000	4,427.72
		0.000	0.00
4004                          1136.01	147.00	0.000	0.00
REMOVE	EACH	2.000	294.00
Pavement Marking Symbol		4.000	588.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	50,028.60
		Current	61,412.60
		In place	51,147.19
		This Estimate	0.00
Totals for contract		Contracted	1,661,131.18
		Current	1,733,318.44
		In place	1,694,886.80
		This Estimate	1,959.44