Contractor Payments

	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0083 WERNER CONSTRUCTION, INC.
Contract ID:	8635
Estimate Number:	0010
Pay Period End Date:	12.14.2002

Contract Location:
AMELIA SOUTH	Estimate Type:	PROG

Contractor:
WERNER CONSTRUCTION, INC.	Date Let:	04.18.2002
129 E 2ND ST	Date Awarded:	04.29.2002
PO BOX 1087	Date Contract Executed:	05.07.2002
	Date Notice to Proceed:	05.07.2002
HASTINGS NE 68902-1087	Date Work Began:	05.28.2002
Phone:	Date Physical Work Completed:
(402)463-4545	Date Accepted:
Escrow Agent:

Surety Co:
UNIVERSAL SURETY COMPANY

Counties
GARFIELD
HOLT

Project Number		PCT			Fed State Project Number		Description
80635 000		0.000			EACSTPD-11-4(111)		GR CULV ELEC BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$2,784,617.40	$2,782,286.73	$2,330.67
$2,756,717.93	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$2,784,617.40	$2,782,286.73	$2,330.67
$2,671,256.70	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
101.01%	Net Earnings	$2,759,617.40	$2,757,286.73	$2,330.67
	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	$162.39	$162.39	$.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	$162.39	$162.39	$.00
	Payment	$2,759,779.79	$2,757,449.12	$2,330.67
Project Manager			Div. Head/Dist. Eng.
Ziska, Dan	12.17.2002		Kovar, Mark	12.18.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	12.19.2002
Controller Div. Processed
Burling, Laurie	12.19.2002

		Detailed breakdown of stockpiled materials
		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 10 GENERAL ITEMS
4017 0096.00	-5,500.00	0.000	0.00
DEDUCTION	LS	1.000	-5,500.00
Deduction for destroying the "SWAN", HARN Control Station Marker.		1.000	-5,500.00
		1.000	-5,500.00

4019 0096.10	-5.00	0.000	0.00
DEDUCTION	Mg	150.000	-750.00
Deduction for NDOR millings hauled to the plant site but not used as RAP during Asphalt production.		150.000	-750.00
		150.000	-750.00

Group 10 GENERAL ITEMS		Contracted	0.00
		Current	-6,250.00
		In place	-6,250.00
		This Estimate	-6,250.00

GROUP 1 GRADING
0001 L020.01	6.00	5,774.700	34,648.20
EROSION CONTROL, TYPE A	m2	5,774.700	34,648.20
		5,264.230	31,585.38
		-1,637.500	-9,825.00

0002 L020.20	0.60	2,300.000	1,380.00
SLOPE PROTECTION NETTING	m2	5,300.000	3,180.00
		3,016.130	1,809.68
		0.000	0.00

0003 L021.01	25.00	91.000	2,275.00
EROSION CHECKS, TYPE A	BALE	91.000	2,275.00
		91.000	2,275.00
		0.000	0.00

0004 L022.25	11.50	170.000	1,955.00
FABRIC SILT FENCE, TYPE COIR FIBER	m	170.000	1,955.00
		127.300	1,463.95
		0.000	0.00

0005 L030.75	7.50	5,993.000	44,947.50
MANURE TOPDRESSING	m3	5,993.000	44,947.50
		5,993.287	44,949.65
		-0.104	-0.78

0006 P300.24	65.00	69.500	4,517.50
600 mm CULVERT PIPE, TYPE 3,4 OR 5	m	69.500	4,517.50
		69.500	4,517.50
		0.000	0.00

0007 0030.10	9,600.00	1.000	9,600.00
MOBILIZATION	LS	1.000	9,600.00
		1.000	9,600.00
		0.000	0.00

0008 1000.00	150.00	15.000	2,250.00
LARGE TREE REMOVAL	EACH	15.000	2,250.00
		19.000	2,850.00
		0.000	0.00

0009 1009.00	8,000.00	1.000	8,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	8,000.00
		1.000	8,000.00
		0.000	0.00

0010 1010.00	1.87	162,496.000	303,867.52
EXCAVATION	m3	162,496.000	303,867.52
		162,496.000	303,867.52
		0.000	0.00

0011 1010.01	2.00	23,193.000	46,386.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	23,193.000	46,386.00
		18,220.000	36,440.00
		0.000	0.00

0012 1011.00	1.40	1,415.000	1,981.00
WATER	kL	1,415.000	1,981.00
		713.560	998.98
		0.000	0.00

0013 1012.00	70.00	240.000	16,800.00
RIGHT-OF-WAY MARKERS	EACH	240.000	16,800.00
		284.000	19,880.00
		2.000	140.00

0014 1040.00	0.30	450,000.000	135,000.00
SLOPE PROTECTION	m2	564,400.000	169,320.00
		564,404.000	169,321.20
		0.000	0.00

0015 1040.05	0.20	7,352.000	1,470.40
TEMPORARY SLOPE PROTECTION	m2	7,352.000	1,470.40
		0.000	0.00
		0.000	0.00

0016 1040.06	110.00	495.000	54,450.00
SLOPE PROTECTION MULCH	Mg	495.000	54,450.00
		652.050	71,725.50
		0.000	0.00

0017 1042.00	1.10	29,653.000	32,618.30
SALVAGING AND PLACING HYDRIC SOIL	m2	29,653.000	32,618.30
		29,653.000	32,618.30
		0.000	0.00

0018 1102.00	3.75	9,307.000	34,901.25
REMOVE ASPHALT SURFACE	m2	9,307.000	34,901.25
		9,121.964	34,207.36
		0.000	0.00

0019 1136.08	5.00	122.000	610.00
REMOVE	m3	122.000	610.00
& SALVAGE GRAVEL SURFACE COURSE		0.000	0.00
		0.000	0.00

0020 1701.24	45.00	427.000	19,215.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	427.000	19,215.00
		454.000	20,430.00
		0.000	0.00

4016 1900.10	9.975	0.000	0.00
PLACING	m3	100.000	997.50
Placing Manure on Backslopes in high erosion area.		95.550	953.11
		0.000	0.00

GROUP 1 GRADING		Contracted	756,872.67
		Current	793,990.17
		In place	797,493.13
		This Estimate	-9,685.78

GROUP 4 CULVERTS
0021 P200.48	205.00	52.000	10,660.00
1200 mm CULVERT PIPE, TYPE 2 OR 5	m	52.000	10,660.00
		52.200	10,701.00
		0.000	0.00

0022 P277.24	89.00	12.500	1,112.50
600 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2 OR 5	m	12.500	1,112.50
		12.500	1,112.50
		0.000	0.00

0023 P277.42	251.00	41.000	10,291.00
1050 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2 OR 5	m	41.000	10,291.00
		41.000	10,291.00
		0.000	0.00

0024 P400.24	73.00	139.500	10,183.50
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	139.500	10,183.50
		167.600	12,234.80
		0.000	0.00

0025 P400.36	152.00	34.000	5,168.00
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	34.000	5,168.00
		34.000	5,168.00
		0.000	0.00

0026 P420.48	181.00	12.000	2,172.00
1200 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2,3,4 OR 5	m	12.000	2,172.00
		13.500	2,443.50
		0.000	0.00

0027 0030.40	3,500.00	1.000	3,500.00
MOBILIZATION	LS	1.000	3,500.00
		1.000	3,500.00
		0.000	0.00

0028 4050.01	18.00	448.000	8,064.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	568.000	10,224.00
		641.000	11,538.00
		0.000	0.00

0029 4100.06	900.00	2.200	1,980.00
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL	m3	0.000	0.00
		0.000	0.00
		0.000	0.00

0030 4150.00	2.35	192.000	451.20
REINFORCING STEEL FOR HEADWALL	kg	0.000	0.00
		0.000	0.00
		0.000	0.00

0031 4310.24	96.00	18.000	1,728.00
600 mm FLARED-END SECTION	EACH	18.000	1,728.00
		20.000	1,920.00
		0.000	0.00

0032 4310.36	300.00	4.000	1,200.00
900 mm FLARED-END SECTION	EACH	4.000	1,200.00
		4.000	1,200.00
		0.000	0.00

0033 4310.48	652.00	2.000	1,304.00
1200 mm FLARED-END SECTION	EACH	2.000	1,304.00
		2.000	1,304.00
		0.000	0.00

0034 4320.24	96.00	2.000	192.00
600 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	2.000	192.00
		2.000	192.00
		0.000	0.00

0035 4320.42	500.00	4.000	2,000.00
1050 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	4.000	2,000.00
		4.000	2,000.00
		0.000	0.00

0036 4320.48	600.00	2.000	1,200.00
1200 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	2.000	1,200.00
		2.000	1,200.00
		0.000	0.00

4007 4315.48	995.58	0.000	0.00
METAL HEADWALL FOR 1200 mm CULVERT PIPE	EACH	2.000	1,991.16
Replace concrete headwalls with Metal Headwalls at 10240+26.		2.000	1,991.16
		0.000	0.00

4008 0025.10	220.02	0.000	0.00
VALUE ENGINEERING ADJUSTMENT	LS	1.000	220.02
Value Engineering AdjusmentReplace concrete headwalls with Metal Headwalls at 10240+26.		1.000	220.02
		0.000	0.00

4012 4976.05	25,594.50	0.000	0.00
ADDITIONAL WORK	LS	1.000	25,594.50
Install 900mmx20.5 Triple RE Reinforced Concrete Pipe.Install 6-900mm RE Reinforced Concrete FES.		1.000	25,594.50
		0.000	0.00

4013 0030.01	997.50	0.000	0.00
ADDITIONAL MOBILIZATION	LS	1.000	997.50
Mobilization to install 900mm RE-RCCP		1.000	997.50
		0.000	0.00

4014 8092.50	32.4661	0.000	0.00
GRANULAR BEDDING	m3	53.400	1,733.69
Granular Bedding for foundation of RCCP at station 140+25.		53.400	1,733.69
		0.000	0.00

GROUP 4 CULVERTS		Contracted	61,206.20
		Current	91,471.87
		In place	95,341.67
		This Estimate	0.00

GROUP 4A CULVERT AT STA. 246+19.45
0037 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

0038 4044.00	4,215.00	1.000	4,215.00
PREPARATION OF STRUCTURE	EACH	1.000	4,215.00
AT STA. 246+19.45		1.000	4,215.00
		0.000	0.00

0039 4051.01	21.00	30.000	630.00
EXCAVATION FOR BOX CULVERTS	m3	30.000	630.00
		30.000	630.00
		0.000	0.00

0040 4101.06	419.89	51.240	21,515.16
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	51.240	21,515.16
		51.240	21,515.16
		0.000	0.00

0041 4151.00	1.68	2,917.000	4,900.56
REINFORCING STEEL FOR BOX CULVERT	kg	2,917.000	4,900.56
		2,917.000	4,900.56
		0.000	0.00

4004 4061.01	21.00	0.000	0.00
EXCAVATION OF UNSUITABLE MATERIAL	m3	29.050	610.05
Excavation of unsuitable material.Group 4A, concrete box culvert at 10246+19.45.		29.050	610.05
		0.000	0.00

4005 4051.12	41.989	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	m3	29.050	1,219.78
Granular material for foundation of box culverts.Group 4A, Concrete box culvert at 10246+19.45.		29.050	1,219.78
		0.000	0.00

GROUP 4A CULVERT AT STA. 246+19.45		Contracted	33,760.72
		Current	35,590.55
		In place	35,590.55
		This Estimate	0.00

GROUP 4B CULVERT AT STA. 259+30.027
0042 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

0043 4044.00	3,500.00	1.000	3,500.00
PREPARATION OF STRUCTURE	EACH	1.000	3,500.00
AT STA. 259+30.027		1.000	3,500.00
		0.000	0.00

0044 4051.01	19.00	61.000	1,159.00
EXCAVATION FOR BOX CULVERTS	m3	61.000	1,159.00
		61.000	1,159.00
		0.000	0.00

0045 4101.06	419.00	57.120	23,933.28
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	57.120	23,933.28
		53.220	22,299.18
		0.000	0.00

0046 4151.00	1.19	3,329.000	3,961.51
REINFORCING STEEL FOR BOX CULVERT	kg	3,329.000	3,961.51
		3,329.000	3,961.52
		0.000	0.00

4002 4061.01	19.00	0.000	0.00
EXCAVATION OF UNSUITABLE MATERIAL	m3	29.580	562.02
Excavation of unsuitable material.Group 4B, station 10259+30.027		29.580	562.02
		0.000	0.00

4003 4051.12	41.90	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	m3	29.580	1,239.40
Granular material for foundation of box culverts.Group 4B, box culvert at 10259+30.027.		29.580	1,239.40
		0.000	0.00

GROUP 4B CULVERT AT STA. 259+30.027		Contracted	35,053.79
		Current	36,855.21
		In place	35,221.12
		This Estimate	0.00

GROUP 4C CULVERT AT STA. 283+69.276
0047 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

0048 4044.00	3,980.00	1.000	3,980.00
PREPARATION OF STRUCTURE	EACH	1.000	3,980.00
AT STA. 283+69.276		1.000	3,980.00
		0.000	0.00

0049 4051.01	18.00	55.000	990.00
EXCAVATION FOR BOX CULVERTS	m3	55.000	990.00
		55.000	990.00
		0.000	0.00

0050 4101.06	419.00	65.640	27,503.16
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	65.640	27,503.16
		65.640	27,503.16
		0.000	0.00

0051 4151.00	1.19	4,046.000	4,814.74
REINFORCING STEEL FOR BOX CULVERT	kg	4,046.000	4,814.74
		4,046.000	4,814.74
		0.000	0.00

4000 4061.01	18.00	0.000	0.00
EXCAVATION OF UNSUITABLE MATERIAL	m3	31.240	562.32
GROUP 4C, STATION 10283+69.276		31.240	562.32
		0.000	0.00

4001 4051.12	41.90	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	m3	31.240	1,308.96
Granular material for foundation of Box Culvert, Group 4C.		31.240	1,308.96
		0.000	0.00

GROUP 4C CULVERT AT STA. 283+69.276		Contracted	39,787.90
		Current	41,659.18
		In place	41,659.18
		This Estimate	0.00

GROUP 8B ELECTRICAL
0052 A001.10	350.00	1.000	350.00
PULL BOX, TYPE PB-4	EACH	1.000	350.00
		1.000	350.00
		0.000	0.00

0053 A009.14	1,800.00	3.000	5,400.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25	EACH	3.000	5,400.00
		3.000	5,400.00
		0.000	0.00

0054 A020.10	454.00	1.000	454.00
LIGHTING CONTROL CENTER, TYPE D	EACH	1.000	454.00
		1.000	454.00
		0.000	0.00

0055 A070.10	7.50	71.000	532.50
38 mm CONDUIT IN TRENCH	m	71.000	532.50
		96.900	726.75
		0.000	0.00

0056 A074.12	45.00	33.000	1,485.00
38 mm CONDUIT, JACKED	m	33.000	1,485.00
		20.700	931.50
		0.000	0.00

0057 A080.22	2.10	104.000	218.40
STREET LIGHTING CABLE, NO. 6 BARE	m	104.000	218.40
		117.600	246.96
		0.000	0.00

0058 A080.24	2.40	208.000	499.20
STREET LIGHTING CABLE, NO. 6 USE	m	208.000	499.20
		235.200	564.48
		0.000	0.00

0059 0030.81	1,750.00	1.000	1,750.00
MOBILIZATION	LS	1.000	1,750.00
		1.000	1,750.00
		0.000	0.00

GROUP 8B ELECTRICAL		Contracted	10,689.10
		Current	10,689.10
		In place	10,423.69
		This Estimate	0.00

GROUP 9 BITUMINOUS
0060 P402.15	132.00	83.100	10,969.20
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	83.100	10,969.20
		50.600	6,679.20
		0.000	0.00

0061 0002.55	23.00	395.380	9,093.74
OVERLAY BROKEN LINES	StaM	395.380	9,093.74
		732.531	16,848.21
		-1.017	-23.39

0062 0002.60	26.00	790.760	20,559.76
OVERLAY SOLID LINES	StaM	790.760	20,559.76
		1,220.313	31,728.14
		1.923	50.00

0063 0030.90	68,000.00	1.000	68,000.00
MOBILIZATION	LS	1.000	68,000.00
		1.000	68,000.00
		0.000	0.00

0064 1020.03	11.50	104.000	1,196.00
DELINEATOR, TYPE III	EACH	104.000	1,196.00
		112.000	1,288.00
		0.000	0.00

0065 1020.20	17.50	47.000	822.50
INSTALL CHEVRONS	EACH	47.000	822.50
		43.000	752.50
		0.000	0.00

0066 2001.00	18.00	1,400.000	25,200.00
GRAVEL SURFACE COURSE	m3	344.000	6,192.00
		74.000	1,332.00
		0.000	0.00

0067 2005.50	7.50	2,890.000	21,675.00
CLAY SURFACE COURSE	m3	779.000	5,842.50
		0.000	0.00
		0.000	0.00

0068 2009.10	450.00	18.867	8,490.15
GRAVEL EMBEDMENT	StaM	3.227	1,452.15
		0.000	0.00
		0.000	0.00

0069 2020.00	7.50	104.000	780.00
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS	m2	104.000	780.00
		104.000	780.00
		0.000	0.00

0070 2021.00	50.00	6.000	300.00
MAILBOX POST	EACH	6.000	300.00
		6.000	300.00
		0.000	0.00

0071 4024.55	150.00	37.600	5,640.00
FLUME SPILLWAY	m	37.600	5,640.00
		43.800	6,570.00
		0.000	0.00

0072 4024.70	1,900.00	8.000	15,200.00
CONCRETE FLUME, TYPE I	EACH	8.000	15,200.00
		9.000	17,100.00
		0.000	0.00

0073 4024.73	1,700.00	6.000	10,200.00
CONCRETE FLUME, TYPE IV	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00

0074 8022.00	121.00	480.000	58,080.00
HYDRATED LIME	Mg	480.000	58,080.00
		451.409	54,620.49
		0.000	0.00

0075 8110.50	1,300.00	188.010	244,413.00
HYDRATED LIME SLURRY STABILIZATION	StaM	188.010	244,413.00
		187.292	243,479.60
		-0.021	-27.30

0076 9000.75	16.61	100.000	1,661.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	100.000	1,661.00
SP1(9.5)		18.200	302.30
		0.000	0.00

0077 9005.00	26.61	380.000	10,111.80
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	380.000	10,111.80
SP1(9.5)		88.660	2,359.25
		0.000	0.00

0078 9005.26	16.61	29,680.000	492,984.80
ASPHALTIC CONCRETE, TYPE SP1(9.5)	Mg	29,680.000	492,984.80
		33,780.450	561,093.27
		0.000	0.00

0079 9009.00	2.50	3,876.000	9,690.00
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	3,876.000	9,690.00
		2,855.000	7,137.50
		0.000	0.00

0080 9020.91	204.00	5.400	1,101.60
PERFORMANCE GRADED BINDER (64-22) FOR STATE MAINTENANCEPATCHING	Mg	5.400	1,101.60
		0.880	179.52
		0.000	0.00

0081 9021.01	204.00	1,623.240	331,140.96
PERFORMANCE GRADED BINDER (64-22)	Mg	1,623.240	331,140.96
		1,642.014	334,970.86
		0.000	0.00

0082 9030.00	6.66	1,555.000	10,356.30
CONSTRUCTING ASPHALTIC CONCRETE CURB	m	1,555.000	10,356.30
		1,806.000	12,027.96
		0.000	0.00

0083 9034.00	2.50	703.000	1,757.50
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	703.000	1,757.50
		1,377.000	3,442.50
		90.000	225.00

0084 9052.15	0.225	482,070.000	108,465.75
EMULSIFIED ASPHALT FOR HYDRATED LIME SLURRY STABILIZATION	L	482,070.000	108,465.75
		530,559.089	119,375.80
		0.000	0.00

0085 9053.00	0.26	113,770.000	29,580.20
TACK COAT	L	113,770.000	29,580.20
		172,428.000	44,831.28
		2,082.000	541.32

0086 9111.00	2.00	1,353.000	2,706.00
WATER	kL	1,353.000	2,706.00
		0.000	0.00
		0.000	0.00

0087 9170.00	180.00	401.001	72,180.18
EARTH SHOULDER CONSTRUCTION	StaM	401.001	72,180.18
		399.560	71,920.80
		0.000	0.00

0088 9173.00	450.00	16.123	7,255.35
SUBGRADE PREPARATION	StaM	16.123	7,255.35
		16.123	7,255.35
		0.000	0.00

0089 9173.15	25.00	376.021	9,400.53
TRENCHED WIDENING	StaM	376.021	9,400.53
		374.601	9,365.02
		-0.027	-0.68

0090 9300.50	6,000.00	1.000	6,000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING	LS	1.000	6,000.00
		1.000	6,000.00
		0.000	0.00

4006 9188.01	1.93134	0.000	0.00
BITUMINOUS SURFACE COURSE	m2	11,417.000	22,050.11
VEP- Temporary Road at 7000+47 to 7009+65 and 7100+54 to 7107+00.		11,417.000	22,050.11
		0.000	0.00

4009 0025.10	9,914.20	0.000	0.00
VALUE ENGINEERING ADJUSTMENT	LS	1.000	9,914.20
VEP- Temporary Road at 7000+47 to 7009+65 and 7100+54 to 7107+00.		1.000	9,914.20
		0.000	0.00

4010 9300.60	0.578	0.000	0.00
SMOOTHNESS INCENTIVE-ASPHALTIC CONCRETE	Mg	13,833.630	7,995.84
SP 1 (9.5)		13,833.630	7,995.84
		0.000	0.00

4011 9300.77	7.099	0.000	0.00
SMOOTHNESS INCENTIVE-PERFORMANCE GRADED BINDER	Mg	698.600	4,959.36
PG Binder 64-22		698.600	4,959.36
		0.000	0.00

4015 4024.76	1,700.00	0.000	0.00
CONCRETE FLUME, TYPE VII	EACH	5.000	8,500.00
Replace Type IV Flumes with Type VII Flumes as per the contractors request. Built at same contract unit price.		5.000	8,500.00
		0.000	0.00

4018 9300.56	0.51715	0.000	0.00
SUPERPAVE QUALITY INCENTIVE	Mg	33,809.470	17,484.57
Air voids Incentive-disincentive		0.000	0.00
		0.000	0.00

GROUP 9 BITUMINOUS		Contracted	1,595,011.32
		Current	1,613,836.89
		In place	1,683,159.06
		This Estimate	764.95

GROUP 10 GENERAL ITEMS
0091 0001.08	0.50	51,750.000	25,875.00
BARRICADE, TYPE II	BDAY	51,750.000	25,875.00
		2,995.000	1,497.50
		0.000	0.00

0092 0001.10	2.50	1,210.000	3,025.00
BARRICADE, TYPE III	BDAY	1,210.000	3,025.00
		1,675.000	4,187.50
		0.000	0.00

0093 0001.30	2.50	520.000	1,300.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	520.000	1,300.00
		184.000	460.00
		0.000	0.00

0094 0001.75	5.50	1,410.000	7,755.00
TEMPORARY SIGN DAY	EACH	1,410.000	7,755.00
		101.000	555.50
		0.000	0.00

0095 0001.90	0.50	11,050.000	5,525.00
SIGN DAY	EACH	11,050.000	5,525.00
		7,698.000	3,849.00
		3.000	1.50

0096 0002.30	2.80	700.000	1,960.00
PAVEMENT MARKING REMOVAL	m	700.000	1,960.00
		0.000	0.00
		0.000	0.00

0097 0002.38	2.30	700.000	1,610.00
TEMPORARY PAVEMENT MARKING, TYPE I	m	700.000	1,610.00
		865.000	1,989.50
		0.000	0.00

0098 0003.10	175.00	130.000	22,750.00
FLAGGING	DAY	130.000	22,750.00
		164.000	28,700.00
		0.000	0.00

0099 0003.20	275.00	50.000	13,750.00
FURNISHING AND OPERATING PILOT VEHICLE	DAY	50.000	13,750.00
		34.000	9,350.00
		0.000	0.00

0100 0010.04	1,500.00	1.000	1,500.00
FIELD OFFICE	EACH	1.000	1,500.00
		0.000	0.00
		0.000	0.00

0101 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

0102 1017.00	35,000.00	1.000	35,000.00
CONSTRUCTION STAKING AND SURVEYING	LS	1.000	35,000.00
		1.000	35,000.00
		0.500	17,500.00

0103 9110.01	65.00	60.000	3,900.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	60.000	3,900.00
		16.000	1,040.00
		0.000	0.00

0104 9110.02	60.00	60.000	3,600.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	60.000	3,600.00
		0.000	0.00
		0.000	0.00

0105 9110.03	50.00	60.000	3,000.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	60.000	3,000.00
		0.000	0.00
		0.000	0.00

0106 9110.07	45.00	60.000	2,700.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	60.000	2,700.00
		5.000	225.00
		0.000	0.00

0107 9110.09	125.00	5.000	625.00
RENTAL OF TRACTOR AND SCRAPER, FULLY OPERATED	HOUR	5.000	625.00
		1.000	125.00
		0.000	0.00

GROUP 10 GENERAL ITEMS		Contracted	138,875.00
		Current	138,875.00
		In place	91,979.00
		This Estimate	17,501.50

Totals for contract		Contracted	2,671,256.70
		Current	2,756,717.97
		In place	2,784,617.40
		This Estimate	2,330.67