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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0083 WERNER CONSTRUCTION, INC.
Contract ID:	3073A
Estimate Number:	0016
Pay Period End Date:	03.02.2002

Contract Location:
ROYAL - BRUNSWICK	Estimate Type:	PROG
Contractor:
WERNER CONSTRUCTION, INC.	Date Let:	01.11.2001
129 E 2ND ST	Date Awarded:	01.18.2001
PO BOX 1087	Date Contract Executed:	02.08.2001
	Date Notice to Proceed:	02.08.2001
HASTINGS NE 68902-1087	Date Work Began:	04.23.2001
Phone:	Date Physical Work Completed:
(402)463-4545	Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY

Counties
ANTELOPE

Project Number		PCT			Fed State Project Number		Description
31073A 000		0.000			F-20-5(1009)		GRAD CULV SEED BR GDRL BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$2,854,779.94	$2,819,291.14	$35,488.80
$2,811,352.51	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$2,854,779.94	$2,819,291.14	$35,488.80
$2,754,500.61	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
101.54%	Net Earnings	$2,829,779.94	$2,794,291.14	$35,488.80
	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	$-709.08	$-709.08	$.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	-$709.08	-$709.08	$.00
	Payment	$2,829,070.86	$2,793,582.06	$35,488.80
Project Manager			Div. Head/Dist. Eng.
Becker, Roger	03.13.2002		Boyle, Pat	03.13.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	03.14.2002
Controller Div. Processed
Burling, Laurie	03.14.2002

		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                          L006.00	150.00	30.000	4,500.00
COVER CROP SEEDING	ha	30.000	4,500.00
		30.000	4,500.00
		0.000	0.00
0002                          L022.11	6.00	4,812.000	28,872.00
FABRIC SILT FENCE-LOW POROSITY	m	4,812.000	28,872.00
		3,477.000	20,862.00
		0.000	0.00
0003                          L022.12	8.00	17.000	136.00
FABRIC SILT FENCE-HIGH POROSITY	m	17.000	136.00
		0.000	0.00
		0.000	0.00
0004                          L022.25	6.70	2,229.000	14,934.30
FABRIC SILT FENCE, TYPE COIR FIBER	m	2,229.000	14,934.30
		1,648.210	11,043.01
		0.000	0.00
0005                          L022.75	8.00	615.000	4,920.00
TEMPORARY SILT CHECK	m	615.000	4,920.00
		337.700	2,701.60
		0.000	0.00
0006                          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
0007                          1000.00	110.00	282.000	31,020.00
LARGE TREE REMOVAL	EACH	282.000	31,020.00
		886.000	97,460.00
		0.000	0.00
0008                          1010.00	1.00	32,467.000	32,467.00
EXCAVATION	m3	0.000	0.00
		0.000	0.00
		-32,467.000	-32,467.00
0009                          1010.10	2.54	54,925.000	139,509.50
EXCAVATION, BORROW	m3	54,925.000	139,509.50
		63,450.808	161,165.04
		0.000	0.00
0010                          1011.00	1.20	4,370.000	5,244.00
WATER	kL	4,370.000	5,244.00
		0.000	0.00
		0.000	0.00
0011                          1012.00	64.00	160.000	10,240.00
RIGHT-OF-WAY MARKERS	EACH	160.000	10,240.00
		162.000	10,368.00
		0.000	0.00
0012                          1102.00	1.00	9,400.000	9,400.00
REMOVE ASPHALT SURFACE	m2	9,400.000	9,400.00
		7,380.311	7,380.31
		671.543	671.54
0013                          1106.00	3.75	146.000	547.50
REMOVE DRIVEWAY	m2	146.000	547.50
		174.428	654.11
		0.000	0.00
0014                          1701.24	40.00	327.000	13,080.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	327.000	13,080.00
		425.000	17,000.00
		0.000	0.00
0015                          7017.00	8.00	145.100	1,160.80
REMOVE GUARDRAIL	m	145.100	1,160.80
		145.500	1,164.00
		0.000	0.00
0016                          8091.00	15.00	484.000	7,260.00
GRANULAR BACKFILL	m3	484.000	7,260.00
		510.771	7,661.57
		0.000	0.00
0409                          1010.01	1.00	0.000	0.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	32,467.000	32,467.00
		32,467.000	32,467.00
		32,467.000	32,467.00
GROUP 1 GRADING		Contracted	312,891.10
		Current	312,891.10
		In place	384,026.64
		This Estimate	671.54
GROUP 4 CULVERTS
0017                          P070.24	78.00	120.000	9,360.00
600 mm CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	120.000	9,360.00
		120.000	9,360.00
		0.000	0.00
0018                          P120.24	96.00	34.500	3,312.00
600 mm CULVERT PIPE, TYPE 2	m	34.500	3,312.00
		34.500	3,312.00
		0.000	0.00
0019                          P120.36	189.36	11.500	2,177.64
900 mm CULVERT PIPE, TYPE 2	m	11.500	2,177.64
		11.500	2,177.64
		0.000	0.00
0020                          P300.24	56.00	66.500	3,724.00
600 mm CULVERT PIPE, TYPE 3,4 OR 5	m	66.500	3,724.00
		66.500	3,724.00
		0.000	0.00
0021                          P300.30	83.00	33.000	2,739.00
750 mm CULVERT PIPE, TYPE 3,4 OR 5	m	33.000	2,739.00
		33.000	2,739.00
		0.000	0.00
0022                          P300.36	96.00	22.500	2,160.00
900 mm CULVERT PIPE, TYPE 3,4 OR 5	m	22.500	2,160.00
		22.500	2,160.00
		0.000	0.00
0023                          P400.24	85.00	15.000	1,275.00
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	15.000	1,275.00
		15.000	1,275.00
		0.000	0.00
0024                          P400.30	75.00	21.500	1,612.50
750 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	21.500	1,612.50
		21.500	1,612.50
		0.000	0.00
0025                          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
0026                          4004.50	3.96	120.000	475.20
CAST IRON GRATE AND FRAME	kg	120.000	475.20
		120.000	475.20
		0.000	0.00
0027                          4015.50	1,200.00	3.000	3,600.00
RECONSTRUCT MANHOLE	EACH	3.000	3,600.00
		3.000	3,600.00
		0.000	0.00
0028                          4040.00	169.00	42.000	7,098.00
REMOVE HEADWALLS FROM CULVERTS	EACH	42.000	7,098.00
		42.000	7,098.00
		0.000	0.00
0029                          4044.00	1,800.00	1.000	1,800.00
PREPARATION OF STRUCTURE	EACH	1.000	1,800.00
AT STA. 630+86.4		1.000	1,800.00
		0.000	0.00
0030                          4044.01	3,500.00	1.000	3,500.00
PREPARATION OF STRUCTURE	EACH	1.000	3,500.00
AT STA. 642+90.1		1.000	3,500.00
		0.000	0.00
0031                          4044.02	2,145.00	1.000	2,145.00
PREPARATION OF STRUCTURE	EACH	1.000	2,145.00
AT STA. 654+98.3		1.000	2,145.00
		0.000	0.00
0032                          4044.03	2,356.00	1.000	2,356.00
PREPARATION OF STRUCTURE	EACH	1.000	2,356.00
AT STA. 831+79.8		1.000	2,356.00
		0.000	0.00
0033                          4050.01	17.00	372.000	6,324.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	372.000	6,324.00
		387.210	6,582.57
		0.000	0.00
0034                          4051.01	24.36	134.000	3,264.24
EXCAVATION FOR BOX CULVERTS	m3	134.000	3,264.24
		174.750	4,256.91
		0.000	0.00
0035                          4101.06	348.63	125.370	43,707.74
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	125.370	43,707.74
		125.370	43,707.75
		0.000	0.00
0036                          4105.58	1,000.00	0.600	600.00
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	0.600	600.00
		0.600	600.00
		0.000	0.00
0037                          4107.07	1,000.00	4.460	4,460.00
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	4.460	4,460.00
		4.460	4,460.00
		0.000	0.00
0038                          4151.00	1.39	7,351.000	10,217.89
REINFORCING STEEL FOR BOX CULVERT	kg	7,351.000	10,217.89
		7,351.000	10,217.89
		0.000	0.00
0039                          4155.50	2.00	18.000	36.00
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	18.000	36.00
		18.000	36.00
		0.000	0.00
0040                          4157.00	2.00	208.000	416.00
REINFORCING STEEL FOR COLLARS	kg	208.000	416.00
		208.000	416.00
		0.000	0.00
0041                          4310.24	150.00	30.000	4,500.00
600 mm FLARED-END SECTION	EACH	30.000	4,500.00
		30.000	4,500.00
		0.000	0.00
0042                          4310.30	200.00	10.000	2,000.00
750 mm FLARED-END SECTION	EACH	10.000	2,000.00
		10.000	2,000.00
		0.000	0.00
0043                          4310.36	560.00	8.000	4,480.00
900 mm FLARED-END SECTION	EACH	8.000	4,480.00
		8.000	4,480.00
		0.000	0.00
0601                          4051.12	34.86	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	m3	38.420	1,339.32
Gravel for Box Culvert at Sta 654+98 and 642+90		40.750	1,420.55
		0.000	0.00
0602                          4051.13	34.86	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF PIPE CULVERT AND HEADWAL	m3	16.540	576.58
Gravel for Culvert Pipe Foundation at Sta 644+16		14.210	495.36
		0.000	0.00
GROUP 4 CULVERTS		Contracted	129,840.21
		Current	131,756.12
		In place	133,007.37
		This Estimate	0.00
GROUP 5 SEEDING
0044                          L001.01	1,599.00	20.000	31,980.00
SEEDING, TYPE A	ha	20.000	31,980.00
		21.699	34,696.70
		0.000	0.00
0045                          L001.02	989.00	10.000	9,890.00
SEEDING, TYPE B	ha	10.000	9,890.00
		9.640	9,533.96
		0.000	0.00
0046                          L020.01	6.25	2,997.000	18,731.25
EROSION CONTROL, TYPE A	m2	2,997.000	18,731.25
		2,921.000	18,256.26
		0.000	0.00
0047                          L020.09	16.00	429.000	6,864.00
EROSION CONTROL, TYPE AAA	m2	429.000	6,864.00
		0.000	0.00
		0.000	0.00
0048                          L020.10	1.60	3,606.000	5,769.60
EROSION CONTROL, TYPE HV	m2	3,606.000	5,769.60
		2,987.000	4,779.20
		0.000	0.00
0049                          L021.01	17.00	132.000	2,244.00
EROSION CHECKS, TYPE A	BALE	132.000	2,244.00
		126.000	2,142.00
		0.000	0.00
0050                          L021.06	16.00	810.000	12,960.00
EROSION CHECKS, TYPE HV	BALE	810.000	12,960.00
		390.000	6,240.00
		0.000	0.00
0051                          L032.75	60.00	135.000	8,100.00
MULCH	Mg	135.000	8,100.00
		143.365	8,601.90
		0.000	0.00
0052                          0030.50	3,000.00	1.000	3,000.00
MOBILIZATION	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	99,538.85
		Current	99,538.85
		In place	87,250.02
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 639+21.87
0053                          0030.60	28,000.00	1.000	28,000.00
MOBILIZATION	LS	1.000	28,000.00
		1.000	28,000.00
		0.000	0.00
0054                          3050.15	270.00	143.300	38,691.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	143.300	38,691.00
		143.300	38,691.00
		0.000	0.00
0055                          3051.10	1.60	9,315.000	14,904.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	9,315.000	14,904.00
		9,315.000	14,904.00
		0.000	0.00
0056                          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
0057                          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
0058                          6005.35	280.00	28.600	8,008.00
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	28.600	8,008.00
		28.600	8,008.00
		0.000	0.00
0059                          6005.60	80.00	8.000	640.00
ELASTOMERIC BEARING	EACH	8.000	640.00
		8.000	640.00
		0.000	0.00
0060                          6007.01	70.00	134.700	9,429.00
CLASS I REPAIR	m2	134.700	9,429.00
		124.838	8,738.66
		0.000	0.00
0061                          6007.02	180.00	26.900	4,842.00
CLASS II REPAIR	m2	26.900	4,842.00
		9.713	1,748.34
		0.000	0.00
0062                          6007.03	200.00	4.000	800.00
CLASS III REPAIR	m2	4.000	800.00
		3.402	680.40
		0.000	0.00
0063                          6008.40	130.00	190.000	24,700.00
PLACING, FINISHING, AND CURING CONCRETE OVERLAY-SF	m2	190.000	24,700.00
		188.292	24,477.96
		0.000	0.00
0064                          6010.22	680.00	51.200	34,816.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	51.200	34,816.00
		51.200	34,816.00
		0.000	0.00
0065                          6010.26	740.00	13.300	9,842.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	13.300	9,842.00
		13.300	9,842.00
		0.000	0.00
0066                          6011.11	28,000.00	1.000	28,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	28,000.00
AT STA. 639+21.87		1.000	28,000.00
		0.000	0.00
0067                          6016.02	400.00	9.500	3,800.00
CONCRETE FOR OVERLAYS-SF	m3	9.500	3,800.00
		10.000	4,000.00
		0.000	0.00
0068                          6030.00	30,000.00	1.000	30,000.00
PREPARATION OF BRIDGE	EACH	1.000	30,000.00
AT STA. 639+21.87		1.000	30,000.00
		0.000	0.00
0069                          6105.02	30.00	234.000	7,020.00
ROCK RIPRAP, TYPE B	Mg	234.000	7,020.00
		245.774	7,373.22
		0.000	0.00
0070                          6131.50	1.50	4,450.000	6,675.00
EPOXY COATED REINFORCING STEEL	kg	4,450.000	6,675.00
		4,450.000	6,675.00
		3,360.000	5,040.00
0071                          6200.00	120.00	264.600	31,752.00
CONCRETE PILING	m	264.600	31,752.00
		264.600	31,752.00
		0.000	0.00
0072                          8091.00	30.00	142.800	4,284.00
GRANULAR BACKFILL	m3	142.800	4,284.00
		142.800	4,284.00
		0.000	0.00
0123                          0096.00	-3,382.74	0.000	0.00
DEDUCTION	LS	1.000	-3,382.74
Deduction for low strength in concrete - See Construction Office letter dated September 25, 2001		1.000	-3,382.74
		0.000	0.00
0124                          0096.00	-471.89	0.000	0.00
DEDUCTION	LS	1.000	-471.89
Deduction for low density on the Riprap, Type "B"		1.000	-471.89
		0.000	0.00
GROUP 6 BRIDGE AT STA. 639+21.87		Contracted	304,203.00
		Current	300,348.37
		In place	296,775.95
		This Estimate	5,040.00
GROUP 7 GUARDRAIL
0073                          0030.70	1,659.72	1.000	1,659.72
MOBILIZATION	LS	1.000	1,659.72
		1.000	1,659.72
		0.042	69.71
0074                          7011.20	49.00	45.720	2,240.28
W-BEAM GUARDRAIL	m	45.720	2,240.28
		45.720	2,240.28
		0.000	0.00
0075                          7020.00	1,250.00	4.000	5,000.00
BRIDGE APPROACH SECTIONS	EACH	4.000	5,000.00
		4.000	5,000.00
		0.000	0.00
0076                          7021.70	1,750.00	4.000	7,000.00
GUARDRAIL END TREATMENT, SRT-350	EACH	4.000	7,000.00
		4.000	7,000.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	15,900.00
		Current	15,900.00
		In place	15,900.00
		This Estimate	69.71
GROUP 9 BITUMINOUS
0077                          0002.40	30.00	772.590	23,177.70
TEMPORARY SOLID LINES	StaM	772.590	23,177.70
		772.590	23,177.70
		0.943	28.29
0078                          0002.45	27.00	386.290	10,429.83
TEMPORARY BROKEN LINES	StaM	386.290	10,429.83
		386.290	10,429.82
		-2.338	-63.13
0079                          0030.90	43,500.00	1.000	43,500.00
MOBILIZATION	LS	1.000	43,500.00
		1.000	43,500.00
		0.000	0.00
0080                          1020.03	15.00	33.000	495.00
DELINEATOR, TYPE III	EACH	33.000	495.00
		33.000	495.00
		0.000	0.00
0081                          2001.00	9.95	216.000	2,149.20
GRAVEL SURFACE COURSE	m3	216.000	2,149.20
		105.920	1,053.90
		0.000	0.00
0082                          2021.00	50.00	3.000	150.00
MAILBOX POST	EACH	3.000	150.00
		2.000	100.00
		0.000	0.00
0083                          3013.10	78.00	105.700	8,244.60
CONCRETE CLASS 47B-20 BARRIER CURB	m	105.700	8,244.60
		100.000	7,800.00
		0.000	0.00
0084                          3020.26	38.00	165.000	6,270.00
CONCRETE CLASS 47B-25 DRIVEWAY	m2	165.000	6,270.00
		164.820	6,263.16
		0.000	0.00
0085                          4015.00	500.00	3.000	1,500.00
ADJUST MANHOLE TO GRADE	EACH	3.000	1,500.00
		3.000	1,500.00
		0.000	0.00
0086                          8111.00	315.00	241.864	76,187.16
SHOULDER SUBGRADE PREPARATION	StaM	241.864	76,187.16
		245.312	77,273.28
		0.000	0.00
0087                          9000.75	18.50	800.000	14,800.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	800.000	14,800.00
SP2(12.5)		304.500	5,633.26
		0.000	0.00
0088                          9005.00	28.50	500.000	14,250.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	500.000	14,250.00
SP2(12.5)		140.420	4,001.97
		0.000	0.00
0089                          9005.23	12.75	23,660.000	301,665.00
ASPHALTIC CONCRETE, TYPE SPS	Mg	23,660.000	301,665.00
		24,032.125	306,409.61
		0.000	0.00
0090                          9005.30	18.50	29,560.000	546,860.00
ASPHALTIC CONCRETE, TYPE SP2(12.5)	Mg	29,560.000	546,860.00
		29,831.580	551,884.24
		0.000	0.00
0091                          9009.00	3.50	3,774.000	13,209.00
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	3,774.000	13,209.00
		3,794.779	13,281.73
		488.099	1,708.35
0092                          9020.92	200.00	43.200	8,640.00
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING	Mg	43.200	8,640.00
		18.223	3,644.60
		0.000	0.00
0093                          9021.01	200.00	1,623.240	324,648.00
PERFORMANCE GRADED BINDER (64-22)	Mg	1,623.240	324,648.00
		1,975.802	395,160.40
		0.000	0.00
0094                          9021.03	200.00	1,277.640	255,528.00
PERFORMANCE GRADED BINDER (58-28)	Mg	1,277.640	255,528.00
		920.452	184,090.40
		0.000	0.00
0095                          9030.00	10.00	470.000	4,700.00
CONSTRUCTING ASPHALTIC CONCRETE CURB	m	470.000	4,700.00
		467.300	4,673.00
		0.000	0.00
0096                          9033.00	1,500.00	2.000	3,000.00
CONSTRUCTING ASPHALTIC CONCRETE ISLAND NOSE	EACH	2.000	3,000.00
		2.000	3,000.00
		0.000	0.00
0097                          9034.00	2.50	3,774.000	9,435.00
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	3,774.000	9,435.00
		3,068.253	7,670.64
		374.088	935.22
0098                          9053.00	0.26	99,600.000	25,896.00
TACK COAT	L	99,600.000	25,896.00
		150,075.005	39,019.50
		29,311.448	7,620.98
0099                          9111.00	2.25	1,317.000	2,963.25
WATER	kL	1,317.000	2,963.25
		96.580	217.31
		0.000	0.00
0100                          9170.00	175.00	21.590	3,778.25
EARTH SHOULDER CONSTRUCTION	StaM	21.590	3,778.25
		21.590	3,778.25
		0.000	0.00
0101                          9173.00	900.00	8.000	7,200.00
SUBGRADE PREPARATION	StaM	8.000	7,200.00
		13.359	12,023.10
		0.000	0.00
0102                          9179.23	405.00	119.032	48,207.96
COLD MILLING, CLASS 3	StaM	119.032	48,207.96
		131.343	53,193.92
		0.000	0.00
0103                          9179.34	2.50	2,080.000	5,200.00
COLD MILLING, CLASS 4	m2	2,080.000	5,200.00
		2,080.000	5,200.00
		0.000	0.00
0104                          9188.50	25.00	197.000	4,925.00
SURFACING UNDER GUARDRAIL	m2	197.000	4,925.00
		197.000	4,925.00
		0.000	0.00
0105                          9300.50	4,000.00	1.000	4,000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING	LS	1.000	4,000.00
		1.000	4,000.00
		0.000	0.00
0401                          9009.75	46.62	0.000	0.00
TEMPORARY SURFACING	m2	154.460	7,200.93
		154.460	7,200.93
		0.000	0.00
0402                          9179.34	3.31	0.000	0.00
COLD MILLING, CLASS 4	m2	1,573.800	5,209.28
		1,573.800	5,209.28
		0.000	0.00
0403                          9110.12	147.00	0.000	0.00
RENTAL OF SCRAPER, FULLY OPERATED	HOUR	5.000	735.00
627 Scraper		5.000	735.00
		0.000	0.00
0404                          9110.02	68.25	0.000	0.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	7.000	477.75
		7.000	477.75
		0.000	0.00
0405                          9110.36	68.25	0.000	0.00
RENTAL OF TRUCK/TRAILER, FULLY OPERATED	HOUR	27.000	1,842.75
		27.000	1,842.75
		0.000	0.00
0406                          9110.01	89.25	0.000	0.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	7.000	624.75
966 Loader		7.000	624.75
		0.000	0.00
0407                          9110.20	54.60	0.000	0.00
RENTAL OF SELF-PROPELLED ROLLER, FULLY OPERATED	HOUR	4.000	218.40
		4.000	218.40
		0.000	0.00
0408                          9173.32	0.42	0.000	0.00
SUBGRADE TRIMMING	m2	1,573.800	661.00
		1,573.800	661.00
		0.000	0.00
0410                          9022.00	1.97	0.000	0.00
ANTI-STRIPPING ADDITIVE	L	9,872.000	19,447.84
		9,872.000	19,447.84
		9,872.000	19,447.84
0603                          9300.60	0.4163	0.000	0.00
SMOOTHNESS INCENTIVE-ASPHALTIC CONCRETE	Mg	10,784.660	4,489.65
Smoothness Incentive Pay Factor 102.25%		10,784.660	4,489.65
		0.000	0.00
0604                          9300.77	4.50	0.000	0.00
SMOOTHNESS INCENTIVE-PERFORMANCE GRADED BINDER	Mg	593.156	2,669.20
Smoothness Incentive Pay Factor 102.25%		593.156	2,669.20
		0.000	0.00
0605                          9300.56	0.51	0.000	0.00
SUPERPAVE QUALITY INCENTIVE	Mg	29,831.580	15,214.11
Superpave Quality Incentive Pay Factor 102.74%		29,831.580	15,214.11
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	1,771,008.95
		Current	1,829,799.60
		In place	1,832,190.45
		This Estimate	29,677.55
GROUP 10 GENERAL ITEMS
0106                          0001.08	0.50	14,840.000	7,420.00
BARRICADE, TYPE II	BDAY	14,840.000	7,420.00
		15,486.000	7,743.00
		0.000	0.00
0107                          0001.10	2.50	1,640.000	4,100.00
BARRICADE, TYPE III	BDAY	1,640.000	4,100.00
		3,292.000	8,230.00
		0.000	0.00
0108                          0001.30	2.50	820.000	2,050.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	820.000	2,050.00
		840.000	2,100.00
		0.000	0.00
0109                          0001.90	0.50	20,817.000	10,408.50
SIGN DAY	EACH	20,817.000	10,408.50
		17,324.000	8,662.00
		0.000	0.00
0110                          0002.30	3.00	230.000	690.00
PAVEMENT MARKING REMOVAL	m	230.000	690.00
		239.570	718.71
		0.000	0.00
0111                          0002.39	3.00	600.000	1,800.00
TEMPORARY PAVEMENT MARKING, TYPE II	m	600.000	1,800.00
		2,056.100	6,168.30
		0.000	0.00
0112                          0003.10	175.00	160.000	28,000.00
FLAGGING	DAY	160.000	28,000.00
		199.500	34,912.50
		0.000	0.00
0113                          0003.20	275.00	30.000	8,250.00
FURNISHING AND OPERATING PILOT VEHICLE	DAY	30.000	8,250.00
		33.000	9,075.00
		0.000	0.00
0114                          0003.51	50.00	148.000	7,400.00
INSTALL CONCRETE PROTECTION BARRIER	m	148.000	7,400.00
		150.000	7,500.00
		0.000	0.00
0115                          0003.70	400.00	2.000	800.00
TEMPORARY RUMBLE STRIP	EACH	2.000	800.00
		2.000	800.00
		0.000	0.00
0116                          0003.75	11,000.00	1.000	11,000.00
TEMPORARY TRAFFIC SIGNAL	EACH	1.000	11,000.00
		1.000	11,000.00
		0.000	0.00
0117                          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
0118                          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
0119                          9110.01	60.00	180.000	10,800.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	180.000	10,800.00
		7.500	450.00
		0.500	30.00
0120                          9110.02	75.00	40.000	3,000.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	40.000	3,000.00
		8.000	600.00
		0.000	0.00
0121                          9110.03	55.00	180.000	9,900.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	180.000	9,900.00
		14.000	770.00
		0.000	0.00
0122                          9110.07	50.00	180.000	9,000.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	180.000	9,000.00
		8.000	400.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	121,118.50
		Current	121,118.50
		In place	105,629.51
		This Estimate	30.00
Totals for contract		Contracted	2,754,500.61
		Current	2,811,352.54
		In place	2,854,779.94
		This Estimate	35,488.80