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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	1742 HERBST CONSTRUCTION, INC.
Contract ID:	1248A1
Estimate Number:	0025
Pay Period End Date:	08.30.2003

Contract Location:
WYMORE NORTH & SOUTH BRIDGES	Estimate Type:	PROG
Contractor:
HERBST CONSTRUCTION, INC.	Date Let:	06.27.2002
16022 HWY 75	Date Awarded:	07.03.2002
PO BOX 728	Date Contract Executed:	07.16.2002
	Date Notice to Proceed:	07.16.2002
LE MARS IA 51031-0728	Date Work Began:	08.26.2002
Phone:	Date Physical Work Completed:
(712)546-5653	Date Accepted:
Escrow Agent:
Surety Co:
MERCHANTS BONDING COMPANY (MUTUAL)

Counties
GAGE

Project Number		PCT			Fed State Project Number		Description
11248A1001		0.000			EACNH-EACBR-77-1(127)		GRAD BR GDRL ELEC BIT
12588 1001		0.000			STPP-S34D(102)		GRADING, BRIDGE, GUARDRAIL, BITUMINOUS

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$1,807,574.55	$1,784,304.45	$23,270.10
$2,163,468.57	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$1,807,574.55	$1,784,304.45	$23,270.10
$2,148,561.59	Retainage	$-18,075.75	$-17,843.04	$-232.71
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
83.55%	Net Earnings	$1,789,498.80	$1,766,461.41	$23,037.39
	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	$487.84	$487.84	$.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	$487.84	$487.84	$.00
	Payment	$1,789,986.64	$1,766,949.25	$23,037.39
Project Manager			Div. Head/Dist. Eng.
Vandegrift, Allen	09.02.2003		Sklenar, Michael J	09.02.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	09.02.2003
Controller Div. Processed
Burling, Laurie	09.03.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0011
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0038	6071.12	STEEL SUPERSTRUCTURE
		S.P. Initial Payment	15,697.64	7028
		NW 40' X 199# X 81' Griders
		Total for estimate 0011:	15,697.64
Est Nbr:	0017
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0034	6005.60	ELASTOMERIC BEARING
		S.P. Initial Payment	482.72	16980
		ELASTOMERIC BEARING
		S.P. Adjustment	-482.72	16980
		ELASTOMERIC BEARING
0038	6071.12	STEEL SUPERSTRUCTURE
		S.P. Adjustment	-7,848.82	7028
		NW 40' X 199# X 81' Griders
0071	6005.60	ELASTOMERIC BEARING
		S.P. Initial Payment	4,878.80	16980
		ELASTOMERIC
0109	6005.60	ELASTOMERIC BEARING
		S.P. Initial Payment	8,160.30	16980
		ELASTOMERIC BEARING
		Total for estimate 0017:	5,190.28
Est Nbr:	0018
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0038	6071.12	STEEL SUPERSTRUCTURE
		S.P. Closure	-7,848.82	7028
		NW 40' X 199# X 81' Griders
		Total for estimate 0018:	-7,848.82
Est Nbr:	0019
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0071	6005.60	ELASTOMERIC BEARING
		S.P. Adjustment	-4,878.80	16980
		ELASTOMERIC
		Total for estimate 0019:	-4,878.80
Est Nbr:	0022
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0109	6005.60	ELASTOMERIC BEARING
		S.P. Adjustment	-8,160.30	16980
		ELASTOMERIC BEARING
		Total for estimate 0022:	-8,160.30
		Total remaining for contract:	-0.00

			1. Contracted
			2. Current
			3. To date
Item Nbr        Item Code	Unit Price		4. This Est
Item Description	Units	Qty	Amount
GROUP 1 GRADING
0001                          L006.50	3,000.00	2.450	7,350.00
TEMPORARY SEEDING	ACRE	2.450	7,350.00
		2.450	7,350.00
		0.000	0.00
0002                          L020.00	1.35	11,765.000	15,882.75
EROSION CONTROL	SY	11,765.000	15,882.75
		6,297.000	8,500.95
		0.000	0.00
0003                          L020.01	6.00	80.000	480.00
EROSION CONTROL, TYPE A	SY	80.000	480.00
		0.000	0.00
		0.000	0.00
0004                          L020.09	12.00	285.000	3,420.00
EROSION CONTROL, TYPE AAA	SY	285.000	3,420.00
		0.000	0.00
		0.000	0.00
0005                          L020.10	1.50	145.000	217.50
EROSION CONTROL, TYPE HV	SY	145.000	217.50
		0.000	0.00
		0.000	0.00
0006                          L021.01	15.00	3.000	45.00
EROSION CHECKS, TYPE A	BALE	3.000	45.00
		0.000	0.00
		0.000	0.00
0007                          L022.11	2.50	575.600	1,439.00
FABRIC SILT FENCE-LOW POROSITY	LF	575.600	1,439.00
		888.000	2,220.00
		0.000	0.00
0008                          L022.25	3.00	3,018.700	9,056.10
FABRIC SILT FENCE, TYPE COIR FIBER	LF	3,018.700	9,056.10
		2,125.000	6,375.00
		0.000	0.00
0009                          L022.75	5.00	166.000	830.00
TEMPORARY SILT CHECK	LF	166.000	830.00
		30.000	150.00
		0.000	0.00
0010                          P300.72	82.00	384.000	31,488.00
72" CULVERT PIPE, TYPE 3,4 OR 5	LF	384.000	31,488.00
		384.000	31,488.00
		0.000	0.00
0011                          0030.10	24,182.25	1.000	24,182.25
MOBILIZATION	LS	1.000	24,182.25
		1.000	24,182.25
		0.000	0.00
0012                          1009.00	5,666.67	1.000	5,666.67
GENERAL CLEARING AND GRUBBING	LS	1.000	5,666.67
		0.950	5,383.34
		0.000	0.00
0013                          1010.01	2.75	17,961.000	49,392.75
EXCAVATION (ESTABLISHED QUANTITY)	CY	17,961.000	49,392.75
		0.000	0.00
		0.000	0.00
0014                          1011.00	4.00	173.000	692.00
WATER	MGAL	173.000	692.00
		0.000	0.00
		0.000	0.00
0015                          1012.00	70.00	13.000	910.00
RIGHT-OF-WAY MARKERS	EACH	13.000	910.00
		13.000	910.00
		0.000	0.00
0016                          1017.00	35,000.00	1.000	35,000.00
CONSTRUCTION STAKING AND SURVEYING	LS	1.000	35,000.00
		0.750	26,250.00
		0.000	0.00
0017                          1030.00	3.50	22,835.000	79,922.50
EARTHWORK MEASURED IN EMBANKMENT	CY	22,835.000	79,922.50
		22,835.000	79,922.50
		0.000	0.00
0019                          1101.00	3.90	1,286.000	5,015.40
REMOVE PAVEMENT	SY	1,286.000	5,015.40
		817.000	3,186.30
		0.000	0.00
0020                          1143.00	10.00	34.000	340.00
REMOVE DRIVEWAY CULVERT PIPE	LF	34.000	340.00
		0.000	0.00
		0.000	0.00
0021                          1405.00	10.00	34.000	340.00
RELAYING DRIVEWAY CULVERT PIPE	LF	34.000	340.00
		0.000	0.00
		0.000	0.00
0022                          1701.24	20.00	68.000	1,360.00
24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	LF	68.000	1,360.00
		68.000	1,360.00
		0.000	0.00
0023                          1701.42	42.00	96.000	4,032.00
42" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	LF	96.000	4,032.00
		96.000	4,032.00
		0.000	0.00
0024                          2001.03	15.00	1,128.000	16,920.00
GRAVEL SURFACE COURSE	TON	1,128.000	16,920.00
		1,113.850	16,707.75
		0.000	0.00
0025                          2009.10	150.00	30.822	4,623.30
GRAVEL EMBEDMENT	STA	30.822	4,623.30
		30.822	4,623.30
		0.000	0.00
0026                          7017.00	1.20	816.000	979.20
REMOVE GUARDRAIL	LF	816.000	979.20
		816.000	979.20
		0.000	0.00
GROUP 1 GRADING		Contracted	299,584.42
		Current	299,584.42
		In place	223,620.59
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 602+72.87
0027                          0030.60	33,000.00	1.000	33,000.00
MOBILIZATION	LS	1.000	33,000.00
		1.000	33,000.00
		0.000	0.00
0028                          1010.01	5.00	616.000	3,080.00
EXCAVATION (ESTABLISHED QUANTITY)	CY	616.000	3,080.00
		616.000	3,080.00
		0.000	0.00
0029                          3050.15	220.00	208.900	45,958.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000	CY	208.900	45,958.00
		218.050	47,971.00
		0.000	0.00
0030                          3051.10	0.70	24,045.000	16,831.50
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	LB	24,045.000	16,831.50
		24,045.000	16,831.50
		0.000	0.00
0031                          6000.10	8,000.00	1.000	8,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	8,000.00
		1.000	8,000.00
		0.000	0.00
0032                          6000.11	8,000.00	1.000	8,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	8,000.00
		1.000	8,000.00
		0.000	0.00
0033                          6005.35	40.00	92.700	3,708.00
PRECOMPRESSED POLYURETHANE FOAM JOINT	LF	92.700	3,708.00
		92.700	3,708.00
		0.000	0.00
0034                          6005.60	900.00	4.000	3,600.00
ELASTOMERIC BEARING	EACH	4.000	3,600.00
		4.000	3,600.00
		0.000	0.00
0035                          6010.22	475.00	35.700	16,957.50
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	35.700	16,957.50
		35.700	16,957.50
		0.000	0.00
0036                          6010.26	420.00	131.200	55,104.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	131.200	55,104.00
		133.170	55,931.40
		0.000	0.00
0037                          6030.00	45,000.00	1.000	45,000.00
PREPARATION OF BRIDGE	EACH	1.000	45,000.00
AT STA. 602+72.87		1.000	45,000.00
		0.000	0.00
0038                          6071.12	44,000.00	1.000	44,000.00
STEEL SUPERSTRUCTURE	LS	1.000	44,000.00
AT STA. 602+72.87		1.000	44,000.00
		0.000	0.00
0039                          6104.00	20.00	50.000	1,000.00
BROKEN CONCRETE RIPRAP	TON	50.000	1,000.00
		50.000	1,000.00
		0.000	0.00
0040                          6105.02	29.00	480.000	13,920.00
ROCK RIPRAP, TYPE B	TON	480.000	13,920.00
		460.360	13,350.44
		0.000	0.00
0041                          6131.50	0.60	25,168.000	15,100.80
EPOXY COATED REINFORCING STEEL	LB	25,168.000	15,100.80
		25,583.000	15,349.80
		0.000	0.00
0042                          6139.50	40.00	65.000	2,600.00
SUBSURFACE DRAINAGE MATTING	SY	65.000	2,600.00
		65.000	2,600.00
		0.000	0.00
0043                          6210.50	27.00	810.000	21,870.00
PIPE PILING	LF	810.000	21,870.00
		854.300	23,066.10
		0.000	0.00
0044                          8091.00	24.00	60.600	1,454.40
GRANULAR BACKFILL	CY	60.600	1,454.40
		60.600	1,454.40
		0.000	0.00
4003                          6210.61	135.00	0.000	0.00
PILE SPLICE	EACH	9.000	1,215.00
SEC. 703.05 PARA. # 3, PAY FOR SPLICES ORDERED BY THE ENGINEER		4.000	540.00
		0.000	0.00
4004                          6210.60	16.20	0.000	0.00
PAY CUT-OFF FOR PIPE PILE	LF	12.000	194.40
Sec. 703.05 PARA. # 2, PAY CUT-OFF OF BEARING PILE		37.700	610.74
		0.000	0.00
GROUP 6 BRIDGE AT STA. 602+72.87		Contracted	339,184.20
		Current	340,593.60
		In place	344,050.88
		This Estimate	0.00
GROUP 6B BRIDGE AT STA. 494+07.88
0064                          0030.60	42,000.00	1.000	42,000.00
MOBILIZATION	LS	1.000	42,000.00
		1.000	42,000.00
		0.000	0.00
0065                          1010.01	5.00	746.000	3,730.00
EXCAVATION (ESTABLISHED QUANTITY)	CY	746.000	3,730.00
		746.000	3,730.00
		0.000	0.00
0066                          3050.15	220.00	210.000	46,200.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000	CY	210.000	46,200.00
		210.000	46,200.00
		0.000	0.00
0067                          3051.10	0.70	24,045.000	16,831.50
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	LB	24,045.000	16,831.50
		24,045.000	16,831.50
		0.000	0.00
0068                          6000.10	9,000.00	1.000	9,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	9,000.00
		1.000	9,000.00
		0.000	0.00
0069                          6000.11	9,000.00	1.000	9,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	9,000.00
		1.000	9,000.00
		0.000	0.00
0070                          6005.35	50.00	92.700	4,635.00
PRECOMPRESSED POLYURETHANE FOAM JOINT	LF	92.700	4,635.00
		92.700	4,635.00
		0.000	0.00
0071                          6005.60	950.00	10.000	9,500.00
ELASTOMERIC BEARING	EACH	10.000	9,500.00
		10.000	9,500.00
		0.000	0.00
0072                          6010.22	425.00	67.200	28,560.00
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	67.200	28,560.00
		67.200	28,560.00
		0.000	0.00
0073                          6010.26	380.00	154.600	58,748.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	154.600	58,748.00
		154.600	58,748.00
		0.000	0.00
0074                          6011.11	70,000.00	1.000	70,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	70,000.00
494+07.88		1.000	70,000.00
		0.000	0.00
0075                          6040.00	20,000.00	1.000	20,000.00
REMOVE STRUCTURE	EACH	1.000	20,000.00
AT STA. 494+01.32		1.000	20,000.00
		0.000	0.00
0076                          6104.00	20.00	30.000	600.00
BROKEN CONCRETE RIPRAP	TON	30.000	600.00
		30.000	600.00
		0.000	0.00
0077                          6105.02	30.00	655.000	19,650.00
ROCK RIPRAP, TYPE B	TON	655.000	19,650.00
		664.310	19,929.30
		0.000	0.00
0078                          6131.50	0.55	36,868.000	20,277.40
EPOXY COATED REINFORCING STEEL	LB	36,868.000	20,277.40
		41,527.000	22,839.85
		0.000	0.00
0079                          6139.50	35.00	85.000	2,975.00
SUBSURFACE DRAINAGE MATTING	SY	85.000	2,975.00
		85.000	2,975.00
		0.000	0.00
0080                          6210.12	22.00	800.000	17,600.00
HP 10"X42# STEEL PILING	LF	800.000	17,600.00
		620.300	13,646.60
		0.000	0.00
0081                          6310.00	14.00	3,743.300	52,406.20
STEEL SHEET PILING	SF	3,743.300	52,406.20
		3,565.000	49,910.00
		0.000	0.00
0082                          8091.00	28.00	570.000	15,960.00
GRANULAR BACKFILL	CY	570.000	15,960.00
		570.000	15,960.00
		0.000	0.00
4005                          6210.32	13.20	0.000	0.00
PAY CUT-OFF 10" X 42# STEEL PILING	LF	56.900	751.08
SEC. 703.05, PARP # 2, PAY CUT-OFF OF BEARING PILE.		179.800	2,373.36
		0.000	0.00
GROUP 6B BRIDGE AT STA. 494+07.88		Contracted	447,673.10
		Current	448,424.18
		In place	446,438.61
		This Estimate	0.00
GROUP 6D BRIDGE AT STA. 408+93.53
0102                          0030.60	62,000.00	1.000	62,000.00
MOBILIZATION	LS	1.000	62,000.00
		1.000	62,000.00
		0.000	0.00
0103                          1010.01	4.50	3,555.000	15,997.50
EXCAVATION (ESTABLISHED QUANTITY)	CY	3,555.000	15,997.50
		1,778.000	8,001.00
		0.000	0.00
0104                          3050.15	220.00	208.900	45,958.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000	CY	208.900	45,958.00
		0.000	0.00
		0.000	0.00
0105                          3051.10	0.70	24,116.000	16,881.20
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	LB	24,116.000	16,881.20
		0.000	0.00
		0.000	0.00
0106                          6000.10	6,000.00	1.000	6,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	6,000.00
		1.000	6,000.00
		0.000	0.00
0107                          6000.11	6,000.00	1.000	6,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	6,000.00
		1.000	6,000.00
		0.000	0.00
0108                          6005.35	45.00	92.670	4,170.15
PRECOMPRESSED POLYURETHANE FOAM JOINT	LF	92.670	4,170.15
		0.000	0.00
		0.000	0.00
0109                          6005.60	850.00	30.000	25,500.00
ELASTOMERIC BEARING	EACH	30.000	25,500.00
		30.000	25,500.00
		0.000	0.00
0110                          6010.22	425.00	118.000	50,150.00
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	118.000	50,150.00
		118.000	50,150.00
		20.800	8,840.00
0111                          6010.26	300.00	371.100	111,330.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	371.100	111,330.00
		66.000	19,800.00
		0.000	0.00
0112                          6011.11	155,000.00	1.000	155,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	155,000.00
AT STA. 408+93.53		1.000	155,000.00
		0.000	0.00
0113                          6030.02	50,000.00	1.000	50,000.00
PREPARATION OF BRIDGE	EACH	1.000	50,000.00
AT STA. 408+93.53		1.000	50,000.00
		0.000	0.00
0114                          6104.00	20.00	115.000	2,300.00
BROKEN CONCRETE RIPRAP	TON	115.000	2,300.00
		154.500	3,090.00
		0.000	0.00
0115                          6105.02	30.00	535.000	16,050.00
ROCK RIPRAP, TYPE B	TON	535.000	16,050.00
		651.990	19,559.70
		0.000	0.00
0116                          6131.50	0.50	100,934.000	50,467.00
EPOXY COATED REINFORCING STEEL	LB	100,934.000	50,467.00
		26,374.000	13,187.00
		1,875.000	937.50
0117                          6139.50	35.00	60.900	2,131.50
SUBSURFACE DRAINAGE MATTING	SY	60.900	2,131.50
		60.900	2,131.50
		0.000	0.00
0118                          6251.40	650.00	36.000	23,400.00
ROCK SOCKET	LF	36.000	23,400.00
		36.000	23,400.00
		0.000	0.00
0119                          6251.50	550.00	31.800	17,490.00
DRILLED SHAFT	LF	31.800	17,490.00
		31.800	17,490.00
		0.000	0.00
0120                          8091.00	30.00	140.000	4,200.00
GRANULAR BACKFILL	CY	140.000	4,200.00
		140.000	4,200.00
		0.000	0.00
4001                          5100.00	5,000.00	0.000	0.00
REMOVAL OF EXISTING STRUCTURES	EACH	2.000	10,000.00
Removal of Piers # 2 & 3 @ 408+93.53		2.000	10,000.00
		0.000	0.00
GROUP 6D BRIDGE AT STA. 408+93.53		Contracted	665,025.35
		Current	675,025.35
		In place	475,509.20
		This Estimate	9,777.50
GROUP 7 GUARDRAIL
0125                          0030.70	3,600.00	1.000	3,600.00
MOBILIZATION	LS	1.000	3,600.00
		0.706	2,544.75
		0.000	0.00
0126                          7001.50	311.00	3.000	933.00
CULVERT MOUNTED GUARDRAIL POST	EACH	3.000	933.00
		3.000	933.00
		0.000	0.00
0127                          7011.20	11.22	700.000	7,854.00
W-BEAM GUARDRAIL	LF	700.000	7,854.00
		400.000	4,488.00
		150.000	1,683.00
0128                          7020.00	1,008.00	12.000	12,096.00
BRIDGE APPROACH SECTIONS	EACH	12.000	12,096.00
		8.000	8,064.00
		4.000	4,032.00
0129                          7024.25	1,745.00	1.000	1,745.00
GUARDRAIL END TREATMENT, TYPE I	EACH	1.000	1,745.00
		0.000	0.00
		0.000	0.00
0130                          7024.27	1,445.00	13.000	18,785.00
GUARDRAIL END TREATMENT, TYPE II	EACH	13.000	18,785.00
		10.000	14,450.00
		4.000	5,780.00
GROUP 7 GUARDRAIL		Contracted	45,013.00
		Current	45,013.00
		In place	30,479.75
		This Estimate	11,495.00
GROUP 8B ELECTRICAL
0131                          A780.05	7,000.00	1.000	7,000.00
TEMPORARY LIGHTING SYSTEM	EACH	1.000	7,000.00
		0.650	4,550.00
		0.000	0.00
0132                          A800.56	50.00	10.000	500.00
OPERATION AND MAINTENANCE OF TEMPORARY LIGHTING SYSTEM	DAY	10.000	500.00
		150.000	7,500.00
		15.000	750.00
0133                          0030.81	1,000.00	1.000	1,000.00
MOBILIZATION	LS	1.000	1,000.00
		0.800	800.00
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	8,500.00
		Current	8,500.00
		In place	12,850.00
		This Estimate	750.00
GROUP 9 BITUMINOUS
0134                          0002.55	13.00	43.000	559.00
OVERLAY BROKEN LINES	STA	43.000	559.00
		20.000	260.00
		0.000	0.00
0135                          0002.60	13.00	86.000	1,118.00
OVERLAY SOLID LINES	STA	86.000	1,118.00
		0.000	0.00
		0.000	0.00
0136                          0030.90	23,671.25	1.000	23,671.25
MOBILIZATION	LS	1.000	23,671.25
		1.000	23,671.25
		0.000	0.00
0137                          2001.03	15.00	34.000	510.00
GRAVEL SURFACE COURSE	TON	34.000	510.00
		29.610	444.15
		0.000	0.00
0138                          8111.00	250.00	54.606	13,651.50
SHOULDER SUBGRADE PREPARATION	STA	54.606	13,651.50
		39.930	9,982.50
		0.000	0.00
0139                          9005.23	38.75	1,790.000	69,362.50
ASPHALTIC CONCRETE, TYPE SPS	TON	1,790.000	69,362.50
		1,271.920	49,286.90
		0.000	0.00
0140                          9005.45	40.00	1,570.000	62,800.00
ASPHALTIC CONCRETE, TYPE SP4(0.5)	TON	1,570.000	62,800.00
		1,070.430	42,817.20
		0.000	0.00
0141                          9009.00	3.75	366.000	1,372.50
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	SY	366.000	1,372.50
		366.000	1,372.50
		0.000	0.00
0142                          9021.01	213.00	84.780	18,058.14
PERFORMANCE GRADED BINDER (64-22)	TON	84.780	18,058.14
		59.301	12,631.11
		0.000	0.00
0143                          9021.03	213.00	96.600	20,575.80
PERFORMANCE GRADED BINDER (58-28)	TON	96.600	20,575.80
		48.394	10,307.92
		0.000	0.00
0144                          9034.00	3.45	366.000	1,262.70
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	SY	366.000	1,262.70
		366.000	1,262.70
		0.000	0.00
0145                          9053.00	1.15	1,740.000	2,001.00
TACK COAT	GAL	1,740.000	2,001.00
		1,225.000	1,408.75
		0.000	0.00
0146                          9111.00	10.00	27.000	270.00
WATER	MGAL	27.000	270.00
		0.000	0.00
		0.000	0.00
0147                          9179.80	825.00	8.000	6,600.00
MILLING CONCRETE FOR INLAYS	EACH	8.000	6,600.00
		6.000	4,950.00
		0.000	0.00
0148                          9188.50	25.00	797.000	19,925.00
SURFACING UNDER GUARDRAIL	SY	797.000	19,925.00
		590.000	14,750.00
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	241,737.39
		Current	241,737.39
		In place	173,144.98
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0149                          0001.08	0.50	17,310.000	8,655.00
BARRICADE, TYPE II	BDAY	17,310.000	8,655.00
		14,968.000	7,484.00
		160.000	80.00
0150                          0001.10	1.10	7,570.000	8,327.00
BARRICADE, TYPE III	BDAY	7,570.000	8,327.00
		7,794.000	8,573.40
		459.000	504.90
0151                          0001.30	1.20	2,092.000	2,510.40
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	2,092.000	2,510.40
		0.000	0.00
		0.000	0.00
0152                          0001.90	0.55	17,018.000	9,359.90
SIGN DAY	EACH	17,018.000	9,359.90
		13,381.000	7,359.55
		658.000	361.90
0153                          0002.30	0.60	400.000	240.00
PAVEMENT MARKING REMOVAL	LF	400.000	240.00
		6,373.000	3,823.80
		0.000	0.00
0154                          0002.38	0.40	2,100.000	840.00
TEMPORARY PAVEMENT MARKING, TYPE I	LF	2,100.000	840.00
		9,814.000	3,925.60
		0.000	0.00
0155                          0003.10	200.00	60.000	12,000.00
FLAGGING	DAY	60.000	12,000.00
		50.000	10,000.00
		1.000	200.00
0156                          0010.04	3,000.00	1.000	3,000.00
FIELD OFFICE	EACH	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00
0157                          0020.00	0.80	1,000.000	800.00
TRAINING	HOUR	1,000.000	800.00
		880.500	704.40
		0.000	0.00
0158                          0030.00	5,066.67	1.000	5,066.67
MOBILIZATION	LS	1.000	5,066.67
		1.000	5,066.67
		0.000	0.00
0159                          9110.01	65.00	10.000	650.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	10.000	650.00
		24.000	1,560.00
		0.000	0.00
0160                          9110.03	50.00	10.000	500.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	10.000	500.00
		8.000	400.00
		0.000	0.00
0161                          9110.07	45.00	10.000	450.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	10.000	450.00
		0.000	0.00
		0.000	0.00
4000                          0001.99	0.84	0.000	0.00
CONTRACTOR FURNISHED SIGN DAY	EACH	600.000	504.00
Contractor Supplied Signs		2,172.000	1,824.48
		120.000	100.80
4002                          9110.02	74.75	0.000	0.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	30.000	2,242.50
SEC. 104.05 PARP. #4, 4a, 4b, Shoofly Maintenance		26.000	1,943.50
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	52,398.97
		Current	55,145.47
		In place	55,665.40
		This Estimate	1,247.60
GROUP 1 GRADING
0002                          L020.00	1.35	850.000	1,147.50
EROSION CONTROL	SY	850.000	1,147.50
		0.000	0.00
		0.000	0.00
0011                          0030.10	817.75	1.000	817.75
MOBILIZATION	LS	1.000	817.75
		1.000	817.75
		0.000	0.00
0012                          1009.00	1,133.33	1.000	1,133.33
GENERAL CLEARING AND GRUBBING	LS	1.000	1,133.33
		1.000	1,133.33
		0.000	0.00
0018                          1033.00	4,250.00	2.350	9,987.50
ROADWAY GRADING	STA	2.350	9,987.50
		2.350	9,987.50
		0.000	0.00
0026                          7017.00	1.20	100.000	120.00
REMOVE GUARDRAIL	LF	100.000	120.00
		100.000	120.00
		0.000	0.00
GROUP 1 GRADING		Contracted	13,206.08
		Current	13,206.08
		In place	12,058.58
		This Estimate	0.00
GROUP 6E BRIDGE AT R.P. 000.380
0121                          0030.60	2,500.00	1.000	2,500.00
MOBILIZATION	LS	1.000	2,500.00
		0.590	1,475.00
		0.000	0.00
0122                          6010.26	550.00	10.200	5,610.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	10.200	5,610.00
		10.200	5,610.00
		0.000	0.00
0123                          6020.00	1.20	1,500.000	1,800.00
REINFORCING STEEL FOR BRIDGE	LB	1,500.000	1,800.00
		1,500.000	1,800.00
		0.000	0.00
0124                          6030.00	5,000.00	1.000	5,000.00
PREPARATION OF BRIDGE	EACH	1.000	5,000.00
AT REF. POST 0+38		1.000	5,000.00
		0.000	0.00
GROUP 6E BRIDGE AT R.P. 000.380		Contracted	14,910.00
		Current	14,910.00
		In place	13,885.00
		This Estimate	0.00
GROUP 7 GUARD RAIL
0125                          0030.70	900.00	1.000	900.00
MOBILIZATION	LS	1.000	900.00
		1.000	900.00
		0.000	0.00
0127                          7011.20	11.22	50.000	561.00
W-BEAM GUARDRAIL	LF	50.000	561.00
		50.000	561.00
		0.000	0.00
0128                          7020.00	1,008.00	4.000	4,032.00
BRIDGE APPROACH SECTIONS	EACH	4.000	4,032.00
		4.000	4,032.00
		0.000	0.00
0130                          7024.27	1,445.00	4.000	5,780.00
GUARDRAIL END TREATMENT, TYPE II	EACH	4.000	5,780.00
		4.000	5,780.00
		0.000	0.00
GROUP 7 GUARD RAIL		Contracted	11,273.00
		Current	11,273.00
		In place	11,273.00
		This Estimate	0.00
GROUP 9 BITUMINOUS
0136                          0030.90	328.75	1.000	328.75
MOBILIZATION	LS	1.000	328.75
		1.000	328.75
		0.000	0.00
0148                          9188.50	25.00	171.000	4,275.00
SURFACING UNDER GUARDRAIL	SY	171.000	4,275.00
		171.000	4,275.00
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	4,603.75
		Current	4,603.75
		In place	4,603.75
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0149                          0001.08	0.50	720.000	360.00
BARRICADE, TYPE II	BDAY	720.000	360.00
		332.000	166.00
		0.000	0.00
0150                          0001.10	1.10	180.000	198.00
BARRICADE, TYPE III	BDAY	180.000	198.00
		398.000	437.80
		0.000	0.00
0151                          0001.30	1.20	36.000	43.20
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	36.000	43.20
		0.000	0.00
		0.000	0.00
0152                          0001.90	0.55	396.000	217.80
SIGN DAY	EACH	396.000	217.80
		1,357.000	746.35
		0.000	0.00
0155                          0003.10	200.00	20.000	4,000.00
FLAGGING	DAY	20.000	4,000.00
		10.500	2,100.00
		0.000	0.00
0158                          0030.00	633.33	1.000	633.33
MOBILIZATION	LS	1.000	633.33
		0.860	544.66
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	5,452.33
		Current	5,452.33
		In place	3,994.81
		This Estimate	0.00
Totals for contract		Contracted	2,148,561.59
		Current	2,163,468.57
		In place	1,807,574.55
		This Estimate	23,270.10