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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	2252 PAULSEN, INC.
Contract ID:	7589
Estimate Number:	0042
Pay Period End Date:	05.09.2002

Contract Location:
BEAVER CITY EAST AND WEST	Estimate Type:	PROG
Contractor:
PAULSEN, INC.	Date Let:	04.27.2000
1116 EAST HWY 30	Date Awarded:	05.04.2000
P O BOX 17	Date Contract Executed:	05.12.2000
	Date Notice to Proceed:	05.12.2000
COZAD NE 69130	Date Work Began:	06.02.2000
Phone:	Date Physical Work Completed:
(308)784-3333	Date Accepted:
Escrow Agent:
Surety Co:
ST. PAUL FIRE AND MARINE INSURANCE COMPANY

Counties
FURNAS

Project Number		PCT			Fed State Project Number		Description
70589 000		0.000			S-89-2(1001)		GR CULV SEED BR GDRL ELEC BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$4,776,443.74	$4,776,503.69	$-59.95
$4,814,044.32	Stockpiled Materials	$-.02	$-.02	$.00
Original Contract Amt	Gross Earnings	$4,776,443.72	$4,776,503.67	$-59.95
$4,591,420.19	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
99.22%	Net Earnings	$4,751,443.72	$4,751,503.67	-$59.95
	Liquidated Damages	-$34,440.00	-$43,624.00	$9,184.00
	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	$106.85	$106.85	$.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	-$34,333.15	-$43,517.15	$9,184.00
	Payment	$4,717,110.57	$4,707,986.52	$9,124.05
Project Manager			Div. Head/Dist. Eng.
Sell, Tim	05.09.2002		Knott, James	05.09.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	05.10.2002
Controller Div. Processed
Burling, Laurie	05.14.2002

		Detailed breakdown of stockpiled materials
Est Nbr:	0015
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0186	9005.30	ASPHALTIC CONCRETE, TYPE SP2(12.5)
		S.P. Initial Payment	66,396.65	1178
		3/4 X #4 Rock
		Total for estimate 0015:	66,396.65
Est Nbr:	0016
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0144	6071.12	STEEL SUPERSTRUCTURE
		S.P. Initial Payment	63,100.00	00036762
		Steel Superstructure
		Total for estimate 0016:	63,100.00
Est Nbr:	0020
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0144	6071.12	STEEL SUPERSTRUCTURE
		S.P. Adjustment	-47,325.00	00036762
		Steel Superstructure
		Total for estimate 0020:	-47,325.00
Est Nbr:	0021
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0144	6071.12	STEEL SUPERSTRUCTURE
		S.P. Adjustment	-15,775.00	00036762
		Steel Superstructure
		Total for estimate 0021:	-15,775.00
Est Nbr:	0028
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0186	9005.30	ASPHALTIC CONCRETE, TYPE SP2(12.5)
		S.P. Adjustment	-8,447.25	1178
		3/4 X #4 Rock
		Total for estimate 0028:	-8,447.25
Est Nbr:	0029
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0186	9005.30	ASPHALTIC CONCRETE, TYPE SP2(12.5)
		S.P. Adjustment	-6,942.62	1178
		3/4 X #4 Rock
		Total for estimate 0029:	-6,942.62
Est Nbr:	0030
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0186	9005.30	ASPHALTIC CONCRETE, TYPE SP2(12.5)
		S.P. Adjustment	-12,329.73	1178
		3/4 X #4 Rock
		Total for estimate 0030:	-12,329.73
Est Nbr:	0031
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0186	9005.30	ASPHALTIC CONCRETE, TYPE SP2(12.5)
		S.P. Adjustment	-13,994.93	1178
		3/4 X #4 Rock
		Total for estimate 0031:	-13,994.93
Est Nbr:	0032
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0186	9005.30	ASPHALTIC CONCRETE, TYPE SP2(12.5)
		S.P. Adjustment	-15,751.59	1178
		3/4 X #4 Rock
		Total for estimate 0032:	-15,751.59
Est Nbr:	0033
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0186	9005.30	ASPHALTIC CONCRETE, TYPE SP2(12.5)
		S.P. Adjustment	-8,930.55	1178
		3/4 X #4 Rock
		Total for estimate 0033:	-8,930.55
		Total remaining for contract:	-0.02

			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	120.00	29.000	3,480.00
COVER CROP SEEDING	ha	29.000	3,480.00
		22.674	2,720.88
		0.000	0.00
0002                          L020.00	1.36	3,473.000	4,723.28
EROSION CONTROL	m2	3,473.000	4,723.28
		5,015.759	6,821.42
		0.000	0.00
0003                          L020.01	5.73	16,709.000	95,742.57
EROSION CONTROL, TYPE A	m2	16,709.000	95,742.57
		15,209.652	87,151.31
		0.000	0.00
0004                          L020.09	11.98	1,193.500	14,298.13
EROSION CONTROL, TYPE AAA	m2	1,193.500	14,298.13
		724.405	8,678.37
		0.000	0.00
0005                          L020.10	1.54	5,333.600	8,213.74
EROSION CONTROL, TYPE HV	m2	5,333.600	8,213.74
		1,390.433	2,141.27
		0.000	0.00
0006                          L021.00	11.00	150.000	1,650.00
EROSION CHECKS	BALE	150.000	1,650.00
		57.000	627.00
		0.000	0.00
0007                          L021.01	19.00	864.000	16,416.00
EROSION CHECKS, TYPE A	BALE	864.000	16,416.00
		1,231.000	23,389.00
		0.000	0.00
0008                          L021.06	14.00	24.000	336.00
EROSION CHECKS, TYPE HV	BALE	24.000	336.00
		102.000	1,428.00
		0.000	0.00
0009                          L021.11	22.00	108.000	2,376.00
EROSION CHECKS, TYPE ST-A	BALE	108.000	2,376.00
		111.000	2,442.00
		0.000	0.00
0010                          L021.15	18.00	234.000	4,212.00
EROSION CHECKS, TYPE ST-HV	BALE	234.000	4,212.00
		177.000	3,186.00
		0.000	0.00
0011                          L022.11	7.32	767.000	5,614.44
FABRIC SILT FENCE-LOW POROSITY	m	767.000	5,614.44
		224.700	1,644.80
		0.000	0.00
0012                          L022.12	8.54	436.000	3,723.44
FABRIC SILT FENCE-HIGH POROSITY	m	436.000	3,723.44
		397.900	3,398.07
		0.000	0.00
0013                          L022.25	10.24	714.000	7,311.36
FABRIC SILT FENCE, TYPE COIR FIBER	m	714.000	7,311.36
		111.300	1,139.71
		0.000	0.00
0014                          0030.10	13,500.00	1.000	13,500.00
MOBILIZATION	LS	1.000	13,500.00
		1.000	13,500.00
		0.000	0.00
0015                          1009.00	15,000.00	1.000	15,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	15,000.00
		1.000	15,000.00
		0.000	0.00
0016                          1010.00	1.46	293,143.000	427,988.78
EXCAVATION	m3	297,113.000	433,784.98
		300,412.000	438,601.52
		0.000	0.00
0017                          1011.00	2.64	12,135.000	32,036.40
WATER	kL	12,299.000	32,469.36
		17,950.212	47,388.57
		0.000	0.00
0018                          1012.00	56.00	166.000	9,296.00
RIGHT-OF-WAY MARKERS	EACH	166.000	9,296.00
		149.000	8,344.00
		0.000	0.00
0019                          1021.10	4.00	17.000	68.00
REMOVE DELINEATOR UNITS	EACH	17.000	68.00
		17.000	68.00
		0.000	0.00
0020                          1030.00	5.80	3,752.000	21,761.60
EARTHWORK MEASURED IN EMBANKMENT	m3	4,766.000	27,642.80
		4,766.000	27,642.80
		0.000	0.00
0021                          1043.50	3.33	100.000	333.00
RIPRAP FILTER FABRIC	m2	100.000	333.00
		114.300	380.62
		0.000	0.00
0022                          1101.00	4.50	759.300	3,416.85
REMOVE PAVEMENT	m2	759.300	3,416.85
		4,775.647	21,490.42
		0.000	0.00
0023                          1107.00	5.30	16.000	84.80
REMOVE WALK	m2	16.000	84.80
		40.990	217.25
		0.000	0.00
0024                          1124.00	1,500.00	1.000	1,500.00
REMOVE BUILDING	EACH	1.000	1,500.00
AT STA. 63+36 LT.		1.000	1,500.00
		0.000	0.00
0025                          1125.00	1,500.00	1.000	1,500.00
CLEAR TRACT	EACH	1.000	1,500.00
AT STA. 63+02 TO STA. 64+20 LT.		1.000	1,500.00
		0.000	0.00
0026                          1701.24	40.00	356.800	14,272.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	356.800	14,272.00
		356.600	14,264.00
		0.000	0.00
0027                          1701.30	100.00	40.800	4,080.00
750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	0.000	0.00
		0.000	0.00
		0.000	0.00
0028                          2001.00	14.20	149.000	2,115.80
GRAVEL SURFACE COURSE	m3	149.000	2,115.80
		200.940	2,853.35
		0.000	0.00
0029                          2009.10	205.00	2.810	576.05
GRAVEL EMBEDMENT	StaM	2.810	576.05
		2.138	438.29
		0.000	0.00
0030                          4040.00	175.00	2.000	350.00
REMOVE HEADWALLS FROM CULVERTS	EACH	2.000	350.00
		2.000	350.00
		0.000	0.00
0031                          6104.00	15.00	60.000	900.00
BROKEN CONCRETE RIPRAP	Mg	60.000	900.00
		60.000	900.00
		0.000	0.00
0032                          7017.00	3.00	338.500	1,015.50
REMOVE GUARDRAIL	m	338.500	1,015.50
		338.500	1,015.50
		0.000	0.00
0219                          1089.99	500.00	0.000	0.00
ABANDON WELLS	EACH	1.000	500.00
		1.000	500.00
		0.000	0.00
4007                          1701.36	100.00	0.000	0.00
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	43.800	4,380.00
		60.800	6,080.00
		0.000	0.00
4009                          1010.50	2.92	0.000	0.00
REMOVAL OF UNSUITABLE MATERIAL	m3	5,500.000	16,060.00
Unsuitably Wet Soil Paid At 2 Times The Bid Price For Exc.		5,704.538	16,657.24
		0.000	0.00
4010                          1101.25	8.20	0.000	0.00
SAWING PAVEMENT	m	100.000	820.00
Sawing Pavement		47.370	388.44
		0.000	0.00
4011                          1701.24	26.39813	0.000	0.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	13.400	353.73
600 mm Driveway Culvert Pipe Type 2,3,4,5,6,7, or 8 "Delivered Only"		13.400	353.73
		0.000	0.00
4012                          1701.30	38.97993	0.000	0.00
750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	40.800	1,590.38
750 mm Driveway Culvert Pipe Type 2,3,4,5,6,7 or 8"Delivered Only"		40.800	1,590.38
		0.000	0.00
4013                          1012.00	29.975	0.000	0.00
RIGHT-OF-WAY MARKERS	EACH	11.000	329.73
RIGHT-OF-WAY-MARKERS "Delivered Only"		9.000	269.78
		-2.000	-59.95
GROUP 1 GRADING		Contracted	717,891.74
		Current	749,955.95
		In place	766,061.72
		This Estimate	-59.95
GROUP 4 CULVERTS
0033                          P300.24	61.00	84.500	5,154.50
600 mm CULVERT PIPE, TYPE 3,4 OR 5	m	84.500	5,154.50
		47.000	2,867.00
		0.000	0.00
0034                          P310.54	181.00	26.200	4,742.20
1350 mm CULVERT PIPE, TYPE 2,4 OR 5	m	0.000	0.00
		0.000	0.00
		0.000	0.00
0035                          P500.24	76.00	50.200	3,815.20
600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8	m	50.200	3,815.20
		101.700	7,729.20
		0.000	0.00
0036                          P500.30	98.00	8.300	813.40
750 mm CULVERT PIPE, TYPE 2,4,5,7 or 8	m	8.500	833.00
		18.200	1,783.60
		0.000	0.00
0037                          P500.36	118.00	21.500	2,537.00
900 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8	m	21.500	2,537.00
		21.500	2,537.00
		0.000	0.00
0038                          P700.18	80.00	7.700	616.00
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	7.700	616.00
		7.300	584.00
		0.000	0.00
0039                          P700.24	82.00	42.300	3,468.60
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	42.300	3,468.60
		51.260	4,203.32
		0.000	0.00
0040                          P700.30	117.00	5.700	666.90
750 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	5.700	666.90
		6.350	742.95
		0.000	0.00
0041                          P700.36	200.00	4.000	800.00
900 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	4.000	800.00
		8.000	1,600.00
		0.000	0.00
0042                          0030.40	8,800.00	1.000	8,800.00
MOBILIZATION	LS	1.000	8,800.00
		1.000	8,800.00
		0.000	0.00
0043                          1119.00	150.00	7.000	1,050.00
REMOVE INLET	EACH	7.000	1,050.00
		7.000	1,050.00
		0.000	0.00
0044                          4002.00	3.75	741.000	2,778.75
CAST IRON COVER AND FRAME	kg	741.000	2,778.75
		741.000	2,778.75
		0.000	0.00
0045                          4015.50	2,850.00	1.000	2,850.00
RECONSTRUCT MANHOLE	EACH	1.000	2,850.00
		1.000	2,850.00
		0.000	0.00
0046                          4040.00	100.00	16.000	1,600.00
REMOVE HEADWALLS FROM CULVERTS	EACH	16.000	1,600.00
		28.000	2,800.00
		0.000	0.00
0047                          4043.50	26.00	20.900	543.40
REMOVE SEWER PIPE	m	20.900	543.40
		34.150	887.90
		0.000	0.00
0048                          4044.00	1,850.00	1.000	1,850.00
PREPARATION OF STRUCTURE	EACH	1.000	1,850.00
AT STA. 45+17.9		1.000	1,850.00
		0.000	0.00
0049                          4044.02	1,600.00	1.000	1,600.00
PREPARATION OF STRUCTURE	EACH	1.000	1,600.00
AT STA. 85+27		1.000	1,600.00
		0.000	0.00
0050                          4044.03	2,600.00	1.000	2,600.00
PREPARATION OF STRUCTURE	EACH	1.000	2,600.00
AT STA. 86+86.1		1.000	2,600.00
		0.000	0.00
0051                          4044.04	1,400.00	1.000	1,400.00
PREPARATION OF STRUCTURE	EACH	1.000	1,400.00
AT STA. 96+73.1		1.000	1,400.00
		0.000	0.00
0052                          4044.05	950.00	1.000	950.00
PREPARATION OF STRUCTURE	EACH	1.000	950.00
AT STA. 98+36.6		1.000	950.00
		0.000	0.00
0053                          4044.06	950.00	1.000	950.00
PREPARATION OF STRUCTURE	EACH	1.000	950.00
AT STA. 104+22.9		1.000	950.00
		0.000	0.00
0054                          4044.07	2,200.00	1.000	2,200.00
PREPARATION OF STRUCTURE	EACH	1.000	2,200.00
AT STA. 107+04.6		1.000	2,200.00
		0.000	0.00
0055                          4050.01	16.00	1,035.000	16,560.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	1,378.100	22,049.60
		1,514.500	24,232.00
		0.000	0.00
0056                          4051.01	15.00	657.000	9,855.00
EXCAVATION FOR BOX CULVERTS	m3	619.000	9,285.00
		238.000	3,570.00
		0.000	0.00
0057                          4100.06	1,100.00	0.420	462.00
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL	m3	2.420	2,662.00
		2.840	3,124.00
		0.000	0.00
0058                          4101.06	338.00	278.370	94,089.06
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	249.112	84,199.86
		259.124	87,583.92
		0.000	0.00
0059                          4105.59	580.00	27.930	16,199.40
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	27.930	16,199.40
		24.725	14,340.50
		0.000	0.00
0060                          4107.07	580.00	2.000	1,160.00
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	2.000	1,160.00
		3.278	1,901.24
		0.000	0.00
0061                          4150.00	2.00	20.000	40.00
REINFORCING STEEL FOR HEADWALL	kg	191.000	382.00
		211.000	422.00
		0.000	0.00
0062                          4151.00	1.08	18,842.000	20,349.36
REINFORCING STEEL FOR BOX CULVERT	kg	16,569.687	17,895.26
		17,308.381	18,693.06
		0.000	0.00
0063                          4155.50	1.60	648.000	1,036.80
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	648.000	1,036.80
		648.000	1,036.80
		0.000	0.00
0064                          4157.00	1.60	86.000	137.60
REINFORCING STEEL FOR COLLARS	kg	86.000	137.60
		145.000	232.00
		0.000	0.00
0065                          4310.24	150.00	17.000	2,550.00
600 mm FLARED-END SECTION	EACH	17.000	2,550.00
		16.000	2,400.00
		0.000	0.00
0066                          4310.30	240.00	2.000	480.00
750 mm FLARED-END SECTION	EACH	2.000	480.00
		4.000	960.00
		0.000	0.00
0067                          4310.36	340.00	2.000	680.00
900 mm FLARED-END SECTION	EACH	2.000	680.00
		4.000	1,360.00
		0.000	0.00
0068                          4310.54	850.00	2.000	1,700.00
1350 mm FLARED-END SECTION	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00
0069                          6040.01	500.00	1.000	500.00
REMOVE STRUCTURE	EACH	1.000	500.00
AT STA. 9000+13.7		1.000	500.00
		0.000	0.00
4005                          P500.48	275.00	0.000	0.00
1200 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8	m	63.000	17,325.00
		63.000	17,325.00
		0.000	0.00
4006                          4200.48	4,575.00	0.000	0.00
1200 mm AUTOMATIC FLOOD CONTROL GATE	EACH	2.000	9,150.00
		2.000	9,150.00
		0.000	0.00
4008                          1119.50	150.00	0.000	0.00
REMOVE JUNCTION BOX	EACH	1.000	150.00
Remove Jct Box at Sta.52+48 7.7m Lt.		1.000	150.00
		0.000	0.00
GROUP 4 CULVERTS		Contracted	217,585.17
		Current	232,905.87
		In place	239,744.24
		This Estimate	0.00
GROUP 4A CULVERT AT STA. 15+93.9
0070                          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
0071                          4045.00	3,900.00	1.000	3,900.00
REMOVE STRUCTURE	EACH	1.000	3,900.00
AT STA. 15+93.9		1.000	3,900.00
		0.000	0.00
0072                          4051.01	10.00	1,357.000	13,570.00
EXCAVATION FOR BOX CULVERTS	m3	1,357.000	13,570.00
		1,357.000	13,570.00
		0.000	0.00
0073                          4101.06	328.00	675.550	221,580.40
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	673.680	220,967.04
		695.911	228,258.82
		0.000	0.00
0074                          4151.00	1.24	34,058.000	42,231.92
REINFORCING STEEL FOR BOX CULVERT	kg	33,973.000	42,126.52
		34,399.280	42,655.11
		0.000	0.00
GROUP 4A CULVERT AT STA. 15+93.9		Contracted	283,782.32
		Current	283,063.56
		In place	290,883.93
		This Estimate	0.00
GROUP 4B CULVERT AT STA. 80+84
0075                          0030.40	1,400.00	1.000	1,400.00
MOBILIZATION	LS	1.000	1,400.00
		1.000	1,400.00
		0.000	0.00
0076                          4044.01	2,600.00	1.000	2,600.00
PREPARATION OF STRUCTURE	EACH	1.000	2,600.00
AT STA. 80+84		1.000	2,600.00
		0.000	0.00
0077                          4051.01	14.00	209.000	2,926.00
EXCAVATION FOR BOX CULVERTS	m3	209.000	2,926.00
		237.000	3,318.00
		0.000	0.00
0078                          4101.06	355.00	76.260	27,072.30
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	76.260	27,072.30
		85.781	30,452.26
		0.000	0.00
0079                          4151.00	1.32	4,527.000	5,975.64
REINFORCING STEEL FOR BOX CULVERT	kg	4,527.000	5,975.64
		5,176.811	6,833.39
		0.000	0.00
GROUP 4B CULVERT AT STA. 80+84		Contracted	39,973.94
		Current	39,973.94
		In place	44,603.65
		This Estimate	0.00
GROUP 5 SEEDING
0080                          L001.01	1,405.00	21.000	29,505.00
SEEDING, TYPE A	ha	21.000	29,505.00
		24.500	34,422.50
		0.000	0.00
0081                          L001.02	1,121.00	8.000	8,968.00
SEEDING, TYPE B	ha	8.000	8,968.00
		9.900	11,097.90
		0.000	0.00
0082                          L032.75	70.00	145.000	10,150.00
MULCH	Mg	145.000	10,150.00
		172.000	12,040.00
		0.000	0.00
0083                          0030.50	1,400.00	1.000	1,400.00
MOBILIZATION	LS	1.000	1,400.00
		1.000	1,400.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	50,023.00
		Current	50,023.00
		In place	58,960.40
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 30+90
0084                          0030.60	9,500.00	1.000	9,500.00
MOBILIZATION	LS	1.000	9,500.00
		1.000	9,500.00
		0.000	0.00
0085                          1043.50	4.00	148.000	592.00
RIPRAP FILTER FABRIC	m2	148.000	592.00
		108.100	432.40
		0.000	0.00
0086                          3050.15	265.00	118.000	31,270.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	118.000	31,270.00
		117.000	31,005.00
		0.000	0.00
0087                          3051.10	1.30	7,640.000	9,932.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	7,640.000	9,932.00
		7,640.000	9,932.00
		0.000	0.00
0088                          6000.10	2,100.00	1.000	2,100.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,100.00
		1.000	2,100.00
		0.000	0.00
0089                          6000.11	2,400.00	1.000	2,400.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,400.00
		1.000	2,400.00
		0.000	0.00
0090                          6000.20	4,600.00	1.000	4,600.00
PIER NO.1 EXCAVATION	LS	1.000	4,600.00
		1.000	4,600.00
		0.000	0.00
0091                          6000.21	4,600.00	1.000	4,600.00
PIER NO.2 EXCAVATION	LS	1.000	4,600.00
		1.000	4,600.00
		0.000	0.00
0092                          6005.35	176.00	24.500	4,312.00
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	24.500	4,312.00
		24.476	4,307.78
		0.000	0.00
0093                          6005.60	720.00	20.000	14,400.00
ELASTOMERIC BEARING	EACH	20.000	14,400.00
		20.000	14,400.00
		0.000	0.00
0094                          6010.22	380.00	177.900	67,602.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	177.900	67,602.00
		177.900	67,602.00
		0.000	0.00
0095                          6010.26	360.00	132.800	47,808.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	132.800	47,808.00
		132.800	47,808.00
		0.000	0.00
0096                          6040.00	11,000.00	1.000	11,000.00
REMOVE STRUCTURE	EACH	1.000	11,000.00
AT STA. 30+59.5		1.000	11,000.00
		0.000	0.00
0097                          6071.12	83,000.00	1.000	83,000.00
STEEL SUPERSTRUCTURE	LS	1.000	83,000.00
AT STA. 30+90		1.000	83,000.00
		0.000	0.00
0098                          6080.00	4.60	2,385.000	10,971.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	2,385.000	10,971.00
		2,385.000	10,971.00
		0.000	0.00
0099                          6105.02	49.00	570.000	27,930.00
ROCK RIPRAP, TYPE B	Mg	985.000	48,265.00
		762.139	37,344.81
		0.000	0.00
0100                          6131.50	1.30	24,170.000	31,421.00
EPOXY COATED REINFORCING STEEL	kg	24,190.000	31,447.00
		24,190.000	31,447.00
		0.000	0.00
0101                          6139.50	22.00	48.400	1,064.80
SUBSURFACE DRAINAGE MATTING	m2	48.400	1,064.80
		48.400	1,064.80
		0.000	0.00
0102                          6210.12	98.00	212.800	20,854.40
HP 250 mm X 62 kg STEEL PILING	m	212.800	20,854.40
		224.515	22,002.47
		0.000	0.00
0103                          6251.40	1,400.00	21.000	29,400.00
ROCK SOCKET	m	21.000	29,400.00
		21.030	29,442.00
		0.000	0.00
0104                          6251.50	1,500.00	1.800	2,700.00
DRILLED SHAFT	m	1.800	2,700.00
		4.110	6,165.00
		0.000	0.00
0105                          6310.00	129.00	201.200	25,954.80
STEEL SHEET PILING	m2	201.200	25,954.80
		201.200	25,954.80
		0.000	0.00
0106                          8091.00	24.00	164.700	3,952.80
GRANULAR BACKFILL	m3	164.700	3,952.80
		164.700	3,952.80
		0.000	0.00
0218                          6210.42	196.00	0.000	0.00
HP 250 mm X 62 kg, PILE SPLICES	EACH	10.000	1,960.00
In accordance with paragraph 3 of subsection 703.05		10.000	1,960.00
		0.000	0.00
0220                          1010.04	5.50	0.000	0.00
CHANNEL EXCAVATION	m3	1,702.000	9,361.00
PLAN REVISION		1,702.000	9,361.00
		0.000	0.00
GROUP 6 BRIDGE AT STA. 30+90		Contracted	447,364.80
		Current	479,046.80
		In place	472,352.86
		This Estimate	0.00
GROUP 6A BRIDGE AT STA. 41+93
0107                          0030.60	12,500.00	1.000	12,500.00
MOBILIZATION	LS	1.000	12,500.00
		1.000	12,500.00
		0.000	0.00
0108                          1043.50	4.00	95.000	380.00
RIPRAP FILTER FABRIC	m2	95.000	380.00
		47.400	189.60
		0.000	0.00
0109                          3050.15	315.00	116.800	36,792.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	116.800	36,792.00
		116.800	36,792.00
		0.000	0.00
0110                          3051.10	1.30	7,645.000	9,938.50
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	7,645.000	9,938.50
		7,645.000	9,938.50
		0.000	0.00
0111                          6000.10	2,800.00	1.000	2,800.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,800.00
		1.000	2,800.00
		0.000	0.00
0112                          6000.11	3,300.00	1.000	3,300.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	3,300.00
		1.000	3,300.00
		0.000	0.00
0113                          6000.20	2,400.00	1.000	2,400.00
PIER NO.1 EXCAVATION	LS	1.000	2,400.00
		1.000	2,400.00
		0.000	0.00
0114                          6000.21	3,000.00	1.000	3,000.00
PIER NO.2 EXCAVATION	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00
0115                          6005.35	167.00	23.400	3,907.80
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	23.400	3,907.80
		23.354	3,900.12
		0.000	0.00
0116                          6005.60	775.00	20.000	15,500.00
ELASTOMERIC BEARING	EACH	20.000	15,500.00
		20.000	15,500.00
		0.000	0.00
0117                          6010.22	395.00	179.200	70,784.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	179.200	70,784.00
		179.200	70,784.01
		0.000	0.00
0118                          6010.26	385.00	158.900	61,176.50
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	158.900	61,176.50
		158.900	61,176.50
		0.000	0.00
0119                          6040.00	13,500.00	1.000	13,500.00
REMOVE STRUCTURE	EACH	1.000	13,500.00
AT STA. 41+79		1.000	13,500.00
		0.000	0.00
0120                          6071.12	118,000.00	1.000	118,000.00
STEEL SUPERSTRUCTURE	LS	1.000	118,000.00
AT STA. 41+93		1.000	118,000.00
		0.000	0.00
0121                          6080.00	4.60	2,685.000	12,351.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	2,685.000	12,351.00
		2,685.000	12,351.00
		0.000	0.00
0122                          6105.02	49.00	445.500	21,829.50
ROCK RIPRAP, TYPE B	Mg	860.500	42,164.50
		602.281	29,511.76
		0.000	0.00
0123                          6131.50	1.30	29,270.000	38,051.00
EPOXY COATED REINFORCING STEEL	kg	29,270.000	38,051.00
		29,270.000	38,051.00
		0.000	0.00
0124                          6139.50	26.00	38.000	988.00
SUBSURFACE DRAINAGE MATTING	m2	38.000	988.00
		38.000	988.00
		0.000	0.00
0125                          6210.12	88.00	341.600	30,060.80
HP 250 mm X 62 kg STEEL PILING	m	340.600	29,972.80
		340.600	29,972.80
		0.000	0.00
0126                          6251.40	1,450.00	21.000	30,450.00
ROCK SOCKET	m	21.000	30,450.00
		21.471	31,132.95
		0.000	0.00
0127                          6251.50	1,450.00	21.900	31,755.00
DRILLED SHAFT	m	21.900	31,755.00
		19.949	28,926.05
		0.000	0.00
0128                          6310.00	137.00	320.000	43,840.00
STEEL SHEET PILING	m2	320.000	43,840.00
		320.000	43,840.00
		0.000	0.00
0129                          8091.00	22.00	135.000	2,970.00
GRANULAR BACKFILL	m3	135.000	2,970.00
		135.000	2,970.00
		0.000	0.00
0216                          6210.32	52.80	0.000	0.00
PAY CUT-OFF FOR 250 mm X 62 kg STEEL PILING	m	1.000	52.80
In accordance with paragraph 2 of subsection 703.05		1.000	52.80
		0.000	0.00
0221                          1010.04	5.50	0.000	0.00
CHANNEL EXCAVATION	m3	2,166.000	11,913.00
PLAN REVISION		2,166.000	11,913.00
		0.000	0.00
0223                          6003.00	33.80	0.000	0.00
GRANULAR MATERIAL FOR BRIDGE FOUNDATIONS	m3	5.112	172.79
I n accordance with Para.6A of Subsection 702.05		5.112	172.78
		0.000	0.00
GROUP 6A BRIDGE AT STA. 41+93		Contracted	566,274.10
		Current	598,659.69
		In place	583,662.87
		This Estimate	0.00
GROUP 6B BRIDGE AT STA. 64+24.82
0130                          0030.60	12,500.00	1.000	12,500.00
MOBILIZATION	LS	1.000	12,500.00
		1.000	12,500.00
		0.000	0.00
0131                          1043.50	4.00	249.000	996.00
RIPRAP FILTER FABRIC	m2	249.000	996.00
		101.754	407.02
		0.000	0.00
0132                          3050.15	315.00	118.800	37,422.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	118.800	37,422.00
		116.500	36,697.50
		0.000	0.00
0133                          3051.10	1.30	8,565.000	11,134.50
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	8,565.000	11,134.50
		8,565.000	11,134.50
		0.000	0.00
0134                          6000.10	2,500.00	1.000	2,500.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,500.00
		1.000	2,500.00
		0.000	0.00
0135                          6000.11	2,800.00	1.000	2,800.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,800.00
		1.000	2,800.00
		0.000	0.00
0136                          6000.20	2,300.00	1.000	2,300.00
PIER NO.1 EXCAVATION	LS	1.000	2,300.00
		1.000	2,300.00
		0.000	0.00
0137                          6000.21	2,500.00	1.000	2,500.00
PIER NO.2 EXCAVATION	LS	1.000	2,500.00
		1.000	2,500.00
		0.000	0.00
0138                          6005.35	178.00	23.000	4,094.00
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	23.000	4,094.00
		23.000	4,094.00
		0.000	0.00
0139                          6005.78	800.00	15.000	12,000.00
EXPANSION BEARING, TFE TYPE	EACH	15.000	12,000.00
		15.000	12,000.00
		0.000	0.00
0140                          6005.83	880.00	5.000	4,400.00
FIXED BEARING	EACH	5.000	4,400.00
		5.000	4,400.00
		0.000	0.00
0141                          6010.22	388.00	173.200	67,201.60
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	173.200	67,201.60
		173.200	67,201.60
		0.000	0.00
0142                          6010.26	380.00	142.900	54,302.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	142.900	54,302.00
		142.900	54,302.00
		0.000	0.00
0143                          6040.00	11,500.00	1.000	11,500.00
REMOVE STRUCTURE	EACH	1.000	11,500.00
AT STA. 64+14.95		1.000	11,500.00
		0.000	0.00
0144                          6071.12	94,500.00	1.000	94,500.00
STEEL SUPERSTRUCTURE	LS	1.000	94,500.00
AT STA. 64+24.82		1.000	94,500.00
		0.000	0.00
0145                          6080.00	5.25	820.000	4,305.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	820.000	4,305.00
		820.000	4,305.00
		0.000	0.00
0146                          6105.02	49.00	410.000	20,090.00
ROCK RIPRAP, TYPE B	Mg	525.000	25,725.00
		537.375	26,331.38
		0.000	0.00
0147                          6131.50	1.32	28,045.000	37,019.40
EPOXY COATED REINFORCING STEEL	kg	28,080.000	37,065.60
		28,080.000	37,065.60
		0.000	0.00
0148                          6139.50	29.00	34.000	986.00
SUBSURFACE DRAINAGE MATTING	m2	34.000	986.00
		34.000	986.00
		0.000	0.00
0149                          6210.12	94.00	362.700	34,093.80
HP 250 mm X 62 kg STEEL PILING	m	362.700	34,093.80
		367.010	34,498.94
		0.000	0.00
0150                          6251.40	1,500.00	19.200	28,800.00
ROCK SOCKET	m	19.200	28,800.00
		21.186	31,779.00
		0.000	0.00
0151                          6251.50	1,500.00	22.700	34,050.00
DRILLED SHAFT	m	22.700	34,050.00
		22.057	33,085.50
		0.000	0.00
0152                          6310.00	137.00	112.000	15,344.00
STEEL SHEET PILING	m2	224.000	30,688.00
		224.000	30,688.00
		0.000	0.00
0153                          8091.00	22.00	145.000	3,190.00
GRANULAR BACKFILL	m3	145.000	3,190.00
		145.000	3,190.00
		0.000	0.00
0222                          1010.04	5.50	0.000	0.00
CHANNEL EXCAVATION	m3	1,978.000	10,879.00
PLAN REVISION		1,978.000	10,879.00
		0.000	0.00
4004                          6210.42	188.00	0.000	0.00
HP 250 mm X 62 kg, PILE SPLICES	EACH	6.000	1,128.00
In accordance with paragraph 3 of subsection 703.05		6.000	1,128.00
		0.000	0.00
GROUP 6B BRIDGE AT STA. 64+24.82		Contracted	498,028.30
		Current	531,060.50
		In place	532,773.04
		This Estimate	0.00
GROUP 7 GUARDRAIL
0154                          0030.70	2,500.00	1.000	2,500.00
MOBILIZATION	LS	1.000	2,500.00
		1.000	2,500.00
		0.000	0.00
0155                          7011.20	45.00	251.460	11,315.70
W-BEAM GUARDRAIL	m	251.460	11,315.70
		251.460	11,315.70
		0.000	0.00
0156                          7020.00	1,050.00	12.000	12,600.00
BRIDGE APPROACH SECTIONS	EACH	12.000	12,600.00
		12.000	12,600.00
		0.000	0.00
0157                          7021.70	1,600.00	12.000	19,200.00
GUARDRAIL END TREATMENT, SRT-350	EACH	12.000	19,200.00
		12.000	19,200.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	45,615.70
		Current	45,615.70
		In place	45,615.70
		This Estimate	0.00
GROUP 8B ELECTRICAL
0158                          A001.12	310.00	10.000	3,100.00
PULL BOX, TYPE PB-5	EACH	10.000	3,100.00
		10.000	3,100.00
		0.000	0.00
0159                          A009.29	1,580.00	21.000	33,180.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-1.8-0.25	EACH	19.000	30,020.00
		19.000	30,020.00
		0.000	0.00
0160                          A020.30	1,250.00	1.000	1,250.00
LIGHTING CONTROL CENTER, TYPE R	EACH	1.000	1,250.00
		1.000	1,250.00
		0.000	0.00
0161                          A070.10	7.00	900.000	6,300.00
38 mm CONDUIT IN TRENCH	m	900.000	6,300.00
		1,009.410	7,065.87
		0.000	0.00
0162                          A074.12	25.00	250.000	6,250.00
38 mm CONDUIT, JACKED	m	250.000	6,250.00
		198.940	4,973.50
		0.000	0.00
0163                          A080.22	1.25	1,150.000	1,437.50
STREET LIGHTING CABLE, NO. 6 BARE	m	1,150.000	1,437.50
		1,208.350	1,510.44
		0.000	0.00
0164                          A080.24	1.50	2,300.000	3,450.00
STREET LIGHTING CABLE, NO. 6 USE	m	2,300.000	3,450.00
		2,416.700	3,625.05
		0.000	0.00
0165                          0030.81	981.00	1.000	981.00
MOBILIZATION	LS	1.000	981.00
		1.000	981.00
		0.000	0.00
0217                          A009.29	1,780.00	0.000	0.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-1.8-0.25	EACH	2.000	3,560.00
Additional cost for raised pole foundation		2.000	3,560.00
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	55,948.50
		Current	56,348.50
		In place	56,085.86
		This Estimate	0.00
GROUP 9 BITUMINOUS
0166                          P402.15	87.15	267.700	23,330.06
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	267.700	23,330.06
		217.700	18,972.56
		0.000	0.00
0167                          P500.15	87.15	78.400	6,832.56
375 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8	m	78.400	6,832.56
		78.400	6,832.56
		0.000	0.00
0168                          0002.75	0.18	28,000.000	5,040.00
PERMANENT PAVEMENT MARKING	m	28,000.000	5,040.00
		29,051.788	5,229.32
		0.000	0.00
0169                          0030.90	56,200.00	1.000	56,200.00
MOBILIZATION	LS	1.000	56,200.00
		1.000	56,200.00
		0.000	0.00
0170                          1020.03	24.65	17.000	419.05
DELINEATOR, TYPE III	EACH	17.000	419.05
		51.000	1,257.15
		0.000	0.00
0171                          2001.00	17.90	517.000	9,254.30
GRAVEL SURFACE COURSE	m3	517.000	9,254.30
		420.256	7,522.57
		0.000	0.00
0172                          2009.10	202.25	7.050	1,425.86
GRAVEL EMBEDMENT	StaM	7.050	1,425.86
		7.978	1,613.55
		0.000	0.00
0173                          2020.00	3.50	414.000	1,449.00
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS	m2	414.000	1,449.00
		289.500	1,013.25
		0.000	0.00
0174                          2021.00	45.00	5.000	225.00
MAILBOX POST	EACH	5.000	225.00
		6.000	270.00
		0.000	0.00
0175                          3016.21	33.00	48.000	1,584.00
CONCRETE CLASS 47B-20 SIDEWALKS	m2	48.000	1,584.00
		58.302	1,923.97
		0.000	0.00
0176                          3075.31	43.00	856.100	36,812.30
205 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	856.100	36,812.30
		1,248.672	53,692.90
		0.000	0.00
0177                          4024.55	143.50	110.000	15,785.00
FLUME SPILLWAY	m	110.000	15,785.00
		117.300	16,832.56
		0.000	0.00
0178                          4024.70	1,540.00	24.000	36,960.00
CONCRETE FLUME, TYPE I	EACH	24.000	36,960.00
		24.000	36,960.00
		0.000	0.00
0179                          4024.73	1,540.00	22.000	33,880.00
CONCRETE FLUME, TYPE IV	EACH	22.000	33,880.00
		19.000	29,260.00
		0.000	0.00
0180                          8029.84	1.70	59,490.000	101,133.00
BITUMINOUS FOUNDATION COURSE 100 mm	m2	59,490.000	101,133.00
		51,860.011	88,162.02
		0.000	0.00
0181                          8060.05	43.50	156.000	6,786.00
GRANULAR SUBDRAIN	EACH	156.000	6,786.00
		149.000	6,481.50
		0.000	0.00
0182                          8111.00	297.00	46.900	13,929.30
SHOULDER SUBGRADE PREPARATION	StaM	46.900	13,929.30
		48.522	14,411.05
		0.000	0.00
0183                          9000.75	19.73	100.000	1,973.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	100.000	1,973.00
SP2(12.5)		0.000	0.00
		0.000	0.00
0184                          9004.91	1,092.50	43.250	47,250.63
HOT IN-PLACE RECYCLING	StaM	43.250	47,250.63
		43.250	47,250.63
		0.000	0.00
0185                          9005.00	26.25	100.000	2,625.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	100.000	2,625.00
SP2(12.5)		68.090	1,787.36
		0.000	0.00
0186                          9005.30	19.73	29,600.000	584,008.00
ASPHALTIC CONCRETE, TYPE SP2(12.5)	Mg	29,600.000	584,008.00
		30,762.789	606,949.82
		0.000	0.00
0187                          9009.00	2.15	5,355.000	11,513.25
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	5,355.000	11,513.25
		5,372.728	11,551.37
		0.000	0.00
0188                          9020.75	481.00	14.013	6,740.25
REJUVENATING AGENT	Mg	14.013	6,740.25
		0.970	466.57
		0.000	0.00
0189                          9020.92	252.40	5.200	1,312.48
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING	Mg	5.200	1,312.48
		0.000	0.00
		0.000	0.00
0190                          9021.03	252.40	1,544.400	389,806.56
PERFORMANCE GRADED BINDER (58-28)	Mg	1,544.400	389,806.56
		1,329.633	335,599.36
		0.000	0.00
0191                          9030.00	5.05	4,162.000	21,018.10
CONSTRUCTING ASPHALTIC CONCRETE CURB	m	4,162.000	21,018.10
		3,858.300	19,484.42
		0.000	0.00
0192                          9034.00	1.60	3,989.000	6,382.40
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	3,989.000	6,382.40
		5,027.349	8,043.77
		0.000	0.00
0193                          9053.00	0.23	47,967.000	11,032.41
TACK COAT	L	47,967.000	11,032.41
		59,052.712	13,582.13
		0.000	0.00
0194                          9111.00	2.50	1,671.000	4,177.50
WATER	kL	1,671.000	4,177.50
		824.600	2,061.50
		0.000	0.00
0195                          9170.00	132.65	160.798	21,329.85
EARTH SHOULDER CONSTRUCTION	StaM	113.898	15,108.57
		103.862	13,777.29
		0.000	0.00
0196                          9173.00	517.50	60.299	31,204.73
SUBGRADE PREPARATION	StaM	60.299	31,204.73
		57.203	29,602.56
		0.000	0.00
0197                          9173.10	98.00	10.180	997.64
SUBGRADE PREPARATION FOR WIDENING	StaM	10.180	997.64
		4.330	424.34
		0.000	0.00
0198                          9179.24	1,233.40	60.299	74,372.79
COLD MILLING, CLASS 4	StaM	60.299	74,372.79
		58.608	72,287.10
		0.000	0.00
0199                          9179.33	1.06	6,605.000	7,001.30
COLD MILLING, CLASS 3	m2	6,605.000	7,001.30
		8,851.490	9,382.58
		0.000	0.00
0200                          9188.50	16.25	864.000	14,040.00
SURFACING UNDER GUARDRAIL	m2	864.000	14,040.00
		1,059.924	17,223.77
		0.000	0.00
0201                          9300.50	2,500.00	1.000	2,500.00
ASPHALT PAVEMENT SMOOTHNESS TESTING	LS	1.000	2,500.00
		1.000	2,500.00
		0.000	0.00
1011                          9179.00	-5.50	0.000	0.00
ASPHALT MILLINGS	Mg	100.000	-550.00
Asphalt Millings, (Rebate)		727.968	-4,003.82
		0.000	0.00
1012                          9400.05	-11.00	0.000	0.00
RECYCLED ASPHALTIC CONCRETE FOR PRIVATE WORK CREDIT	Mg	20.000	-220.00
Recycled Asphalt Concrete for private Work , Credit		171.150	-1,882.65
		0.000	0.00
4000                          4015.11	350.00	0.000	0.00
ADJUST MANHOLE TO GRADE	EACH	5.000	1,750.00
		6.000	2,100.00
		0.000	0.00
4001                          4003.00	2.25	0.000	0.00
CAST IRON COVER, FRAME, & FLANGE	kg	1,145.000	2,576.25
		1,145.000	2,576.25
		0.000	0.00
4002                          W600.03	275.00	0.000	0.00
ADJUST VALVE BOX TO GRADE	EACH	1.000	275.00
		2.000	550.00
		0.000	0.00
4014                          9300.56	0.7971	0.000	0.00
SUPERPAVE QUALITY INCENTIVE	Mg	32,040.782	25,539.71
ASPHALTIC CONCRETE TYPE SP2 (12.5)		32,040.782	25,539.71
		0.000	0.00
4015                          9300.68	0.4222	0.000	0.00
SMOOTHNESS INCENTIVE	Mg	16,166.902	6,825.67
SP2 (12.5)		16,166.902	6,825.67
		0.000	0.00
4016                          9300.77	5.401	0.000	0.00
SMOOTHNESS INCENTIVE-PERFORMANCE GRADED BINDER	Mg	727.511	3,929.29
PG Binder (58-28)		727.511	3,929.29
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	1,590,331.32
		Current	1,624,235.94
		In place	1,574,243.98
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0202                          0001.08	0.50	6,662.000	3,331.00
BARRICADE, TYPE II	BDAY	6,662.000	3,331.00
		12,135.000	6,067.50
		0.000	0.00
0203                          0001.10	3.15	7,134.000	22,472.10
BARRICADE, TYPE III	BDAY	12,778.000	40,250.70
		12,778.000	40,250.70
		0.000	0.00
0204                          0001.30	3.70	1,386.000	5,128.20
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	1,386.000	5,128.20
		1,482.000	5,483.40
		0.000	0.00
0205                          0001.90	0.50	18,788.000	9,394.00
SIGN DAY	EACH	37,156.000	18,578.00
		37,156.000	18,578.00
		0.000	0.00
0206                          0002.30	1.95	400.000	780.00
PAVEMENT MARKING REMOVAL	m	400.000	780.00
		276.000	538.20
		0.000	0.00
0207                          0002.31	2.40	1,780.000	4,272.00
TEMPORARY PAVEMENT MARKING	m	1,780.000	4,272.00
		791.000	1,898.40
		0.000	0.00
0208                          0002.45	20.75	272.000	5,644.00
TEMPORARY BROKEN LINES	StaM	272.000	5,644.00
		271.111	5,625.55
		0.000	0.00
0209                          0003.10	169.00	60.000	10,140.00
FLAGGING	DAY	99.000	16,731.00
		99.000	16,731.00
		0.000	0.00
0210                          0010.04	1,750.00	1.000	1,750.00
FIELD OFFICE	EACH	1.000	1,750.00
		1.000	1,750.00
		0.000	0.00
0211                          0030.00	4,100.00	1.000	4,100.00
MOBILIZATION	LS	1.000	4,100.00
		1.000	4,100.00
		0.000	0.00
0212                          9110.01	50.00	80.000	4,000.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	80.000	4,000.00
		55.500	2,775.00
		0.000	0.00
0213                          9110.02	50.00	35.000	1,750.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	35.000	1,750.00
		26.500	1,325.00
		0.000	0.00
0214                          9110.03	41.00	80.000	3,280.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	80.000	3,280.00
		5.000	205.00
		0.000	0.00
0215                          9110.07	32.00	80.000	2,560.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	80.000	2,560.00
		9.000	288.00
		0.000	0.00
4003                          0002.40	20.00	0.000	0.00
TEMPORARY SOLID LINE	StaM	550.000	11,000.00
		291.987	5,839.74
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	78,601.30
		Current	123,154.90
		In place	111,455.49
		This Estimate	0.00
Totals for contract		Contracted	4,591,420.19
		Current	4,814,044.34
		In place	4,776,443.74
		This Estimate	-59.95