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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0083 WERNER CONSTRUCTION, INC.
Contract ID:	8663
Estimate Number:	0018
Pay Period End Date:	08.11.2001

Contract Location:
STAFFORD TO L-45B	Estimate Type:	FINL
Contractor:
WERNER CONSTRUCTION, INC.	Date Let:	02.17.2000
129 E 2ND ST	Date Awarded:	03.02.2000
PO BOX 1087	Date Contract Executed:	03.08.2000
	Date Notice to Proceed:	03.08.2000
HASTINGS NE 68902-1087	Date Work Began:	03.23.2000
Phone:	Date Physical Work Completed:
(402)463-4545	Date Accepted:	11.06.2001
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY

Counties
HOLT

Project Number		PCT			Fed State Project Number		Description
80663 000B		0.000			EACNH-BR-20-4(119)		GRAD CULV BR GDRL BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$3,068,513.23	$3,068,513.23	$.00
$3,005,931.34	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$3,068,513.23	$3,068,513.23	$.00
$2,885,117.51	Retainage	$.00	$-25,000.00	$25,000.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
102.08%	Net Earnings	$3,068,513.23	$3,043,513.23	$25,000.00
	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	$.00	$.00	$.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	$.00	$.00	$.00
	Payment	$3,068,513.23	$3,043,513.23	$25,000.00
Project Manager			Div. Head/Dist. Eng.
Ziska, Dan	08.14.2001		Kovar, Mark	08.15.2001
Constr. Estimate Eng.			Materials Eng.
Davis, Carl	01.24.2002		DeButts, Rhonda	01.25.2002
Controller Div. Processed
Harring, Joyce	04.24.2002

		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 1 GRADING
0001                          L020.00	1.75	1,080.000	1,890.00
EROSION CONTROL	m2	1,080.000	1,890.00
		760.400	1,330.70
		0.000	0.00
0002                          L020.01	5.70	7,311.000	41,672.70
EROSION CONTROL, TYPE A	m2	7,311.000	41,672.70
		7,773.800	44,310.66
		0.000	0.00
0003                          L020.09	12.00	698.000	8,376.00
EROSION CONTROL, TYPE AAA	m2	698.000	8,376.00
		607.000	7,284.00
		0.000	0.00
0004                          L020.10	1.75	2,071.000	3,624.25
EROSION CONTROL, TYPE HV	m2	2,071.000	3,624.25
		1,864.000	3,262.00
		0.000	0.00
0005                          L021.01	20.00	138.000	2,760.00
EROSION CHECKS, TYPE A	BALE	138.000	2,760.00
		170.000	3,400.00
		0.000	0.00
0006                          L021.06	18.00	300.000	5,400.00
EROSION CHECKS, TYPE HV	BALE	300.000	5,400.00
		301.000	5,418.00
		0.000	0.00
0007                          L021.11	30.00	366.000	10,980.00
EROSION CHECKS, TYPE ST-A	BALE	366.000	10,980.00
		403.000	12,090.00
		0.000	0.00
0008                          L021.15	27.50	24.000	660.00
EROSION CHECKS, TYPE ST-HV	BALE	24.000	660.00
		24.000	660.00
		0.000	0.00
0009                          L022.11	6.75	1,177.000	7,944.75
FABRIC SILT FENCE-LOW POROSITY	m	1,177.000	7,944.75
		943.000	6,365.25
		0.000	0.00
0010                          L022.12	8.50	1,710.000	14,535.00
FABRIC SILT FENCE-HIGH POROSITY	m	1,710.000	14,535.00
		1,359.000	11,551.50
		0.000	0.00
0011                          L022.25	9.75	5,987.000	58,373.25
FABRIC SILT FENCE, TYPE COIR FIBER	m	5,987.000	58,373.25
		5,837.000	56,910.75
		0.000	0.00
0012                          P402.24	66.00	127.000	8,382.00
600 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	127.000	8,382.00
		127.000	8,382.00
		0.000	0.00
0013                          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
0014                          1000.00	80.00	367.000	29,360.00
LARGE TREE REMOVAL	EACH	367.000	29,360.00
		370.000	29,600.00
		0.000	0.00
0015                          1010.00	0.96	18,466.000	17,727.36
EXCAVATION	m3	18,466.000	17,727.36
		32,280.280	30,989.07
		0.000	0.00
0016                          1010.01	3.20	315.000	1,008.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	315.000	1,008.00
		300.000	960.00
		0.000	0.00
0017                          1010.10	2.45	51,022.000	125,003.90
EXCAVATION, BORROW	m3	51,022.000	125,003.90
		54,388.000	133,250.60
		0.000	0.00
0018                          1011.00	2.00	1,737.000	3,474.00
WATER	kL	1,737.000	3,474.00
		4.170	8.34
		0.000	0.00
0019                          1012.00	70.00	120.000	8,400.00
RIGHT-OF-WAY MARKERS	EACH	120.000	8,400.00
		120.000	8,400.00
		0.000	0.00
0020                          1040.00	0.37	223,000.000	82,510.00
SLOPE PROTECTION	m2	223,000.000	82,510.00
		276,168.000	102,182.16
		0.000	0.00
0021                          1040.06	70.00	101.000	7,070.00
SLOPE PROTECTION MULCH	Mg	101.000	7,070.00
		259.710	18,179.70
		0.000	0.00
0022                          1102.00	3.20	2,349.000	7,516.80
REMOVE ASPHALT SURFACE	m2	2,349.000	7,516.80
		937.000	2,998.40
		0.000	0.00
0023                          1109.00	6.00	728.000	4,368.00
REMOVE CURB	m	728.000	4,368.00
		728.000	4,368.00
		0.000	0.00
0024                          1300.48	138.44	34.000	4,706.96
1200 mm DRIVEWAY CULVERT PIPE	m	34.000	4,706.96
TYPE 2,3,4,5 OR 6		34.000	4,706.96
		0.000	0.00
0025                          1500.36	22.00	21.400	470.80
INSTALL 900 mm CORRUGATED METAL PIPE	m	21.400	470.80
		17.600	387.20
		0.000	0.00
0026                          1701.24	66.00	130.000	8,580.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	130.000	8,580.00
		130.000	8,580.00
		0.000	0.00
0027                          1701.36	93.93	17.000	1,596.81
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	17.000	1,596.81
		32.200	3,024.55
		0.000	0.00
0028                          4050.01	10.00	323.000	3,230.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	323.000	3,230.00
		323.000	3,230.00
		0.000	0.00
0029                          4100.06	500.00	1.680	840.00
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL	m3	1.680	840.00
		1.680	840.00
		0.000	0.00
0030                          4150.00	2.00	80.000	160.00
REINFORCING STEEL FOR HEADWALL	kg	80.000	160.00
		80.000	160.00
		0.000	0.00
0031                          4310.24	180.00	4.000	720.00
600 mm FLARED-END SECTION	EACH	4.000	720.00
		4.000	720.00
		0.000	0.00
0032                          7017.00	4.50	186.000	837.00
REMOVE GUARDRAIL	m	186.000	837.00
		186.000	837.00
		0.000	0.00
GROUP 1 GRADING		Contracted	481,777.58
		Current	481,777.58
		In place	523,986.84
		This Estimate	0.00
GROUP 4 CULVERTS
0033                          P300.18	46.56	9.000	419.04
450 mm CULVERT PIPE, TYPE 3,4 OR 5	m	9.000	419.04
		3.000	139.68
		0.000	0.00
0034                          P300.24	55.00	5.000	275.00
600 mm CULVERT PIPE, TYPE 3,4 OR 5	m	5.000	275.00
		11.000	605.00
		0.000	0.00
0035                          P300.30	87.00	5.000	435.00
750 mm CULVERT PIPE, TYPE 3,4 OR 5	m	5.000	435.00
		5.000	435.00
		0.000	0.00
0036                          P300.36	86.00	4.000	344.00
900 mm CULVERT PIPE, TYPE 3,4 OR 5	m	4.000	344.00
		4.000	344.00
		0.000	0.00
0037                          P300.48	110.00	13.000	1,430.00
1200 mm CULVERT PIPE, TYPE 3,4 OR 5	m	13.000	1,430.00
		13.000	1,430.00
		0.000	0.00
0038                          P311.24	86.00	20.000	1,720.00
600 mm CULVERT PIPE, TYPE 2, 7 OR 8	m	20.000	1,720.00
		20.000	1,720.00
		0.000	0.00
0039                          P600.24	47.00	45.500	2,138.50
600 mm CULVERT PIPE, TYPE 2,3,4,5,7 OR 8	m	45.500	2,138.50
		45.500	2,138.50
		0.000	0.00
0040                          P600.30	73.52	77.000	5,661.04
750 mm CULVERT PIPE, TYPE 2, 3, 4, 5, 7 OR 8	m	77.000	5,661.04
		77.000	5,661.04
		0.000	0.00
0041                          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
0042                          4035.00	108.00	19.000	2,052.00
REMOVE FLARED-END SECTION	EACH	19.000	2,052.00
		19.000	2,052.00
		0.000	0.00
0043                          4040.00	123.00	2.000	246.00
REMOVE HEADWALLS FROM CULVERTS	EACH	2.000	246.00
		2.000	246.00
		0.000	0.00
0044                          4044.00	900.00	1.000	900.00
PREPARATION OF STRUCTURE	EACH	1.000	900.00
AT STA 11+25.10		1.000	900.00
		0.000	0.00
0045                          4050.01	10.46	474.000	4,958.04
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	474.000	4,958.04
		474.000	4,958.04
		0.000	0.00
0046                          4051.01	15.69	154.000	2,416.26
EXCAVATION FOR BOX CULVERTS	m3	154.000	2,416.26
		154.000	2,416.26
		0.000	0.00
0047                          4101.06	296.00	98.120	29,043.52
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	98.120	29,043.52
		98.120	29,043.52
		0.000	0.00
0048                          4151.00	1.34	5,314.000	7,120.76
REINFORCING STEEL FOR BOX CULVERT	kg	5,314.000	7,120.76
		5,314.000	7,120.76
		0.000	0.00
0049                          4310.18	65.00	4.000	260.00
450 mm FLARED-END SECTION	EACH	4.000	260.00
		2.000	130.00
		0.000	0.00
0050                          4310.24	82.00	8.000	656.00
600 mm FLARED-END SECTION	EACH	8.000	656.00
		10.000	820.00
		0.000	0.00
0051                          4310.30	135.00	8.000	1,080.00
750 mm FLARED-END SECTION	EACH	8.000	1,080.00
		8.000	1,080.00
		0.000	0.00
0052                          4310.36	205.00	2.000	410.00
900 mm FLARED-END SECTION	EACH	2.000	410.00
		2.000	410.00
		0.000	0.00
0053                          4310.48	550.00	2.000	1,100.00
1200 mm FLARED-END SECTION	EACH	2.000	1,100.00
		2.000	1,100.00
		0.000	0.00
0132                          4061.01	15.69	0.000	0.00
EXCAVATION OF UNSUITABLE MATERIAL	m3	53.000	831.57
Group 4 Station 11+25.1Group 4 Station 11+37.1-30m Lt.		53.000	831.57
		0.000	0.00
0136                          4976.05	1,548.75	0.000	0.00
ADDITIONAL WORK	LS	1.000	1,548.75
Relocation of approx. 56 meters of street lighting conduit and cable due to the box culvert extension at Sta. 11+25.1		1.000	1,548.75
		0.000	0.00
133                           4051.12	29.60	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	m3	53.000	1,568.80
Group 4 Station 11+25Group 4 Station 11+37.1-30m Lt.		53.000	1,568.80
		0.000	0.00
GROUP 4 CULVERTS		Contracted	65,165.16
		Current	69,114.28
		In place	69,198.92
		This Estimate	0.00
GROUP 4A CONCRETE BOX CULVERT AT STA. 32+58.45
0054                          0030.40	2,000.00	1.000	2,000.00
MOBILIZATION	LS	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00
0055                          4051.01	21.00	199.000	4,179.00
EXCAVATION FOR BOX CULVERTS	m3	199.000	4,179.00
		199.000	4,179.00
		0.000	0.00
0056                          4101.06	380.00	242.430	92,123.40
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	242.430	92,123.40
		242.430	92,123.40
		0.000	0.00
0057                          4151.00	1.20	16,257.000	19,508.40
REINFORCING STEEL FOR BOX CULVERT	kg	16,257.000	19,508.40
		16,257.000	19,508.40
		0.000	0.00
0058                          6040.00	2,000.00	1.000	2,000.00
REMOVE STRUCTURE	EACH	1.000	2,000.00
AT STA. 32+58.45		1.000	2,000.00
		0.000	0.00
GROUP 4A CONCRETE BOX CULVERT AT STA. 32+58.45		Contracted	119,810.80
		Current	119,810.80
		In place	119,810.80
		This Estimate	0.00
GROUP 4B CONCRETE BOX CULVERT AT STA. 36+25
0059                          0030.40	2,000.00	1.000	2,000.00
MOBILIZATION	LS	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00
0060                          4051.01	16.00	994.000	15,904.00
EXCAVATION FOR BOX CULVERTS	m3	994.000	15,904.00
		994.000	15,904.00
		0.000	0.00
0061                          4101.06	380.00	242.430	92,123.40
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	242.430	92,123.40
		242.430	92,123.40
		0.000	0.00
0062                          4151.00	1.20	16,257.000	19,508.40
REINFORCING STEEL FOR BOX CULVERT	kg	16,257.000	19,508.40
		16,257.000	19,508.40
		0.000	0.00
0134                          4061.01	16.00	0.000	0.00
EXCAVATION OF UNSUITABLE MATERIAL	m3	132.000	2,112.00
Group 4B - Station 36+25		126.000	2,016.00
		0.000	0.00
0135                          4051.12	38.00	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	m3	132.000	5,016.00
Group 4B - Station 36+25		126.000	4,788.00
		0.000	0.00
GROUP 4B CONCRETE BOX CULVERT AT STA. 36+25		Contracted	129,535.80
		Current	136,663.80
		In place	136,339.80
		This Estimate	0.00
GROUP 4C CONCRETE BOX CULVERT AT STA. 46+02.3
0063                          0030.40	2,000.00	1.000	2,000.00
MOBILIZATION	LS	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00
0064                          4044.00	1,500.00	1.000	1,500.00
PREPARATION OF STRUCTURE	EACH	1.000	1,500.00
AT STA 46+02.3		1.000	1,500.00
		0.000	0.00
0065                          4051.01	21.00	101.000	2,121.00
EXCAVATION FOR BOX CULVERTS	m3	101.000	2,121.00
		101.000	2,121.00
		0.000	0.00
0066                          4101.06	380.00	66.580	25,300.40
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	66.580	25,300.40
		66.580	25,300.40
		0.000	0.00
0067                          4151.00	1.20	4,632.000	5,558.40
REINFORCING STEEL FOR BOX CULVERT	kg	4,632.000	5,558.40
		4,632.000	5,558.40
		0.000	0.00
0130                          4061.01	21.00	0.000	0.00
EXCAVATION OF UNSUITABLE MATERIAL	m3	50.000	1,050.00
Group 4C Sta. 46+02.3		50.000	1,050.00
		0.000	0.00
0131                          4051.12	38.00	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	m3	50.000	1,900.00
Group 4C Sta. 46+02.3		50.000	1,900.00
		0.000	0.00
0139                          4976.05	2,538.42	0.000	0.00
ADDITIONAL WORK	LS	1.000	2,538.42
Cleanout Silt from inside the box culvert at Station 46+02.3		1.000	2,538.42
		0.000	0.00
GROUP 4C CONCRETE BOX CULVERT AT STA. 46+02.3		Contracted	36,479.80
		Current	41,968.22
		In place	41,968.22
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 26+96.8
0068                          0030.60	36,000.00	1.000	36,000.00
MOBILIZATION	LS	1.000	36,000.00
		1.000	36,000.00
		0.000	0.00
0069                          1043.50	7.00	52.000	364.00
RIPRAP FILTER FABRIC	m2	52.000	364.00
		340.000	2,380.00
		0.000	0.00
0070                          3050.15	262.00	142.000	37,204.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	142.000	37,204.00
		142.000	37,204.00
		0.000	0.00
0071                          3051.10	1.45	9,000.000	13,050.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	9,000.000	13,050.00
		9,000.000	13,050.00
		0.000	0.00
0072                          6000.10	2,700.00	1.000	2,700.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,700.00
		1.000	2,700.00
		0.000	0.00
0073                          6000.11	2,700.00	1.000	2,700.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,700.00
		1.000	2,700.00
		0.000	0.00
0074                          6001.50	10,000.00	1.000	10,000.00
BENT NO.1 EXCAVATION	LS	1.000	10,000.00
		1.000	10,000.00
		0.000	0.00
0075                          6001.51	10,000.00	1.000	10,000.00
BENT NO.2 EXCAVATION	LS	1.000	10,000.00
		1.000	10,000.00
		0.000	0.00
0076                          6010.22	435.00	113.400	49,329.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	113.400	49,329.00
		113.400	49,329.00
		0.000	0.00
0077                          6010.26	380.00	115.800	44,004.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	115.800	44,004.00
		115.800	44,004.00
		0.000	0.00
0078                          6011.11	126,000.00	1.000	126,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	126,000.00
AT STA. 26+96.8		1.000	126,000.00
		0.000	0.00
0079                          6040.00	24,000.00	1.000	24,000.00
REMOVE STRUCTURE	EACH	1.000	24,000.00
AT STA. 26+93		1.000	24,000.00
		0.000	0.00
0080                          6080.00	4.00	2,130.000	8,520.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	2,130.000	8,520.00
		2,130.000	8,520.00
		0.000	0.00
0081                          6104.00	25.00	269.000	6,725.00
BROKEN CONCRETE RIPRAP	Mg	269.000	6,725.00
		269.000	6,725.00
		0.000	0.00
0082                          6131.50	1.53	23,815.000	36,436.95
EPOXY COATED REINFORCING STEEL	kg	23,815.000	36,436.95
		23,815.000	36,436.96
		0.000	0.00
0083                          6210.50	80.00	722.000	57,760.00
PIPE PILING	m	722.000	57,760.00
		722.000	57,760.00
		0.000	0.00
0084                          6310.00	120.00	330.000	39,600.00
STEEL SHEET PILING	m2	330.000	39,600.00
		330.000	39,600.00
		0.000	0.00
0085                          8091.00	25.00	235.000	5,875.00
GRANULAR BACKFILL	m3	235.000	5,875.00
		235.000	5,875.00
		0.000	0.00
GROUP 6 BRIDGE AT STA. 26+96.8		Contracted	510,267.95
		Current	510,267.95
		In place	512,283.96
		This Estimate	0.00
GROUP 7 GUARDRAIL
0086                          0030.70	1,500.00	1.000	1,500.00
MOBILIZATION	LS	1.000	1,500.00
		1.000	1,500.00
		0.000	0.00
0087                          7011.20	50.00	30.480	1,524.00
W-BEAM GUARDRAIL	m	30.480	1,524.00
		30.480	1,524.00
		0.000	0.00
0088                          7020.00	1,500.00	4.000	6,000.00
BRIDGE APPROACH SECTIONS	EACH	4.000	6,000.00
		4.000	6,000.00
		0.000	0.00
0089                          7021.70	1,600.00	4.000	6,400.00
GUARDRAIL END TREATMENT, SRT-350	EACH	4.000	6,400.00
		4.000	6,400.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	15,424.00
		Current	15,424.00
		In place	15,424.00
		This Estimate	0.00
GROUP 9 BITUMINOUS
0090                          P402.15	89.00	162.500	14,462.50
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	162.500	14,462.50
		162.500	14,462.50
		0.000	0.00
0091                          0002.45	26.00	294.000	7,644.00
TEMPORARY BROKEN LINES	StaM	294.000	7,644.00
		115.060	2,991.56
		0.000	0.00
0092                          0030.90	60,000.00	1.000	60,000.00
MOBILIZATION	LS	1.000	60,000.00
		1.000	60,000.00
		0.000	0.00
0093                          2001.00	12.50	83.000	1,037.50
GRAVEL SURFACE COURSE	m3	83.000	1,037.50
		116.000	1,450.00
		0.000	0.00
0094                          4024.55	165.00	65.300	10,774.50
FLUME SPILLWAY	m	65.300	10,774.50
		65.300	10,774.50
		0.000	0.00
0095                          4024.70	1,700.00	4.000	6,800.00
CONCRETE FLUME, TYPE I	EACH	4.000	6,800.00
		4.000	6,800.00
		0.000	0.00
0096                          4024.71	1,750.00	8.000	14,000.00
CONCRETE FLUME, TYPE II	EACH	8.000	14,000.00
		8.000	14,000.00
		0.000	0.00
0097                          4024.73	1,700.00	12.000	20,400.00
CONCRETE FLUME, TYPE IV	EACH	12.000	20,400.00
		12.000	20,400.00
		0.000	0.00
0098                          9000.75	16.27	100.000	1,627.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	100.000	1,627.00
SPS		0.000	0.00
		0.000	0.00
0099                          9005.00	21.90	2,700.000	59,130.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	2,700.000	59,130.00
SP2(12.5)		684.650	14,993.84
		0.000	0.00
0100                          9005.23	16.27	13,560.000	220,621.20
ASPHALTIC CONCRETE, TYPE SPS	Mg	13,560.000	220,621.20
		15,459.970	251,533.71
		0.000	0.00
0101                          9005.30	21.90	21,320.000	466,908.00
ASPHALTIC CONCRETE, TYPE SP2(12.5)	Mg	21,320.000	466,908.00
		25,994.000	569,268.60
		0.000	0.00
0102                          9009.00	2.74	2,358.000	6,460.92
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	2,358.000	6,460.92
		2,502.000	6,855.48
		0.000	0.00
0103                          9020.92	205.00	5.200	1,066.00
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING	Mg	5.200	1,066.00
		0.000	0.00
		0.000	0.00
0104                          9021.03	205.00	1,934.960	396,666.80
PERFORMANCE GRADED BINDER (58-28)	Mg	1,934.960	396,666.80
		1,807.235	370,483.18
		0.000	0.00
0105                          9030.00	5.00	3,014.000	15,070.00
CONSTRUCTING ASPHALTIC CONCRETE CURB	m	3,014.000	15,070.00
		3,320.000	16,600.00
		0.000	0.00
0106                          9034.00	2.50	1,675.000	4,187.50
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	1,675.000	4,187.50
		302.000	755.00
		0.000	0.00
0107                          9053.00	0.26	136,220.000	35,417.20
TACK COAT	L	136,220.000	35,417.20
		152,481.000	39,645.06
		0.000	0.00
0108                          9111.00	2.00	1,251.000	2,502.00
WATER	kL	1,251.000	2,502.00
		0.000	0.00
		0.000	0.00
0109                          9170.00	220.00	214.666	47,226.52
EARTH SHOULDER CONSTRUCTION	StaM	214.666	47,226.52
		209.474	46,084.28
		0.000	0.00
0110                          9173.10	140.00	196.011	27,441.54
SUBGRADE PREPARATION FOR WIDENING	StaM	196.011	27,441.54
		187.555	26,257.70
		0.000	0.00
0111                          9173.20	5.00	386.000	1,930.00
SUBGRADE PREPARATION	m2	386.000	1,930.00
		0.000	0.00
		0.000	0.00
0112                          9179.23	280.00	98.333	27,533.24
COLD MILLING, CLASS 3	StaM	98.333	27,533.24
		96.986	27,156.08
		0.000	0.00
0113                          9188.50	25.00	166.000	4,150.00
SURFACING UNDER GUARDRAIL	m2	166.000	4,150.00
		166.000	4,150.00
		0.000	0.00
0114                          9300.01	25.00	6.000	150.00
ASPHALT CONCRETE THICKNESS CORE	EACH	6.000	150.00
		0.000	0.00
		0.000	0.00
0115                          9300.50	3,000.00	1.000	3,000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00
0137                          4976.05	2,100.00	0.000	0.00
ADDITIONAL WORK	LS	1.000	2,100.00
Milling of outside edge of shoulder to replace deteriorated asphalt.		1.000	2,100.00
		0.000	0.00
0138                          9179.43	1,763.28	0.000	0.00
COLD MILLING, CLASS 3	StaM	10.250	18,073.62
To remove approx. 175mm of existing asphalt which was rutting.		9.300	16,398.50
		0.000	0.00
0140                          9190.50	25.75	0.000	0.00
FLY ASH	Mg	255.020	6,566.77
Material for use in fly ash stabilization		255.020	6,566.77
		0.000	0.00
0141                          9190.10	7.34	0.000	0.00
FLY ASH STABILIZED BITUMINOUS	m2	3,044.500	22,346.63
Incorporation and compacting fly ash		3,044.500	22,346.63
		0.000	0.00
0142                          0030.00		1.000
MOBILIZATION	LS	2.000	0.00
For Subcontractor (Brown & Borwn) to mobilize to the project		1.000	10,500.00
		0.000	0.00
0143                          9300.56	0.885	0.000	0.00
SUPERPAVE QUALITY INCENTIVE	Mg	25,994.000	23,004.69
SP2 (12.5)		25,994.000	23,004.69
		0.000	0.00
0144                          9300.77	8.96	0.000	0.00
SMOOTHNESS INCENTIVE-PERFORMANCE GRADED BINDER	Mg	421.640	3,777.89
Smoothness Incentive Asph Cement (58-28)		421.640	3,777.89
		0.000	0.00
0145                          9300.60	0.96	0.000	0.00
SMOOTHNESS INCENTIVE-ASPHALTIC CONCRETE	Mg	8,604.900	8,260.70
Smooth Incentive-Asphaltic Concrete SP2(12.5)		8,604.900	8,260.70
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	1,456,206.42
		Current	1,550,836.72
		In place	1,600,616.67
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0116                          0001.10	3.50	2,896.000	10,136.00
BARRICADE, TYPE III	BDAY	4,894.000	17,129.00
		4,403.000	15,410.50
		0.000	0.00
0117                          0001.30	3.50	724.000	2,534.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	724.000	2,534.00
		703.000	2,460.50
		0.000	0.00
0118                          0001.90	1.00	5,430.000	5,430.00
SIGN DAY	EACH	5,430.000	5,430.00
		5,153.000	5,153.00
		0.000	0.00
0119                          0010.04	1,500.00	1.000	1,500.00
FIELD OFFICE	EACH	1.000	1,500.00
		1.000	1,500.00
		0.000	0.00
0120                          0030.00	10,000.00	1.000	10,000.00
MOBILIZATION	LS	1.000	10,000.00
		1.000	10,000.02
		0.000	0.00
0121                          9110.01	60.00	230.000	13,800.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	230.000	13,800.00
		40.500	2,430.00
		0.000	0.00
0122                          9110.02	65.00	80.000	5,200.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	80.000	5,200.00
		40.500	2,632.50
		0.000	0.00
0123                          9110.03	50.00	230.000	11,500.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	230.000	11,500.00
		32.500	1,625.00
		0.000	0.00
0124                          9110.07	45.00	230.000	10,350.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	230.000	10,350.00
		13.000	585.00
		0.000	0.00
0129                          0003.10	175.00	0.000	0.00
FLAGGING	DAY	15.000	2,625.00
		40.500	7,087.50
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	70,450.00
		Current	80,068.00
		In place	48,884.02
		This Estimate	0.00
Totals for contract		Contracted	2,885,117.51
		Current	2,995,431.35
		In place	3,068,513.23
		This Estimate	0.00