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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0477 WESTERN ENGINEERING COMPANY, INC.
Contract ID:	6813
Estimate Number:	0026
Pay Period End Date:	08.29.2002

Contract Location:
SUTHERLAND - HERSHEY	Estimate Type:	PROG
Contractor:
WESTERN ENGINEERING COMPANY, INC.	Date Let:	01.11.2001
1149 WEST HIGHWAY 44	Date Awarded:	01.18.2001
PO BOX 350	Date Contract Executed:	02.14.2001
	Date Notice to Proceed:	02.14.2001
HARLAN IA 51537	Date Work Began:	03.05.2001
Phone:	Date Physical Work Completed:
(712)755-5191	Date Accepted:	06.14.2002
Escrow Agent:
Surety Co:
HARTFORD FIRE INSURANCE COMPANY

Counties
LINCOLN

Project Number		PCT			Fed State Project Number		Description
60813 000		0.000			EACSTPD-STPN-TMT-30-2(129)		GR CULV SEED BR GDRL BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$4,206,966.09	$4,204,796.50	$2,169.59
$4,197,330.92	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$4,206,966.09	$4,204,796.50	$2,169.59
$3,961,563.63	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
100.23%	Net Earnings	$4,181,966.09	$4,179,796.50	$2,169.59
	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	$-4,557.18	$-4,557.18	$.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	-$4,557.18	-$4,557.18	$.00
	Payment	$4,177,408.91	$4,175,239.32	$2,169.59
Project Manager			Div. Head/Dist. Eng.
Brinker, Gary	08.29.2002		O'Donnell, Les	08.29.2002
Constr. Estimate Eng.			Materials Eng.
Henrichson, Roger	08.29.2002
Controller Div. Processed
Burling, Laurie	08.30.2002

		Detailed breakdown of stockpiled materials
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0050	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Initial Payment	8,516.49	E19876
		EPANSION BEARING, TFE TYPE
0051	6005.83	FIXED BEARING
		S.P. Initial Payment	3,719.60	E19876
		FIXED BEARING
		Total for estimate 0006:	12,236.09
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0054	6071.10	STEEL SUPERSTRUCTURE
		S.P. Initial Payment	361,255.00	20-S-01
		STEEL SUPERSTRUCTURE
		Total for estimate 0008:	361,255.00
Est Nbr:	0010
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0050	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Adjustment	-2,838.83	E19876
		EPANSION BEARING, TFE TYPE
0051	6005.83	FIXED BEARING
		S.P. Adjustment	-3,719.60	E19876
		FIXED BEARING
0054	6071.10	STEEL SUPERSTRUCTURE
		S.P. Adjustment	-244,208.38	20-S-01
		STEEL SUPERSTRUCTURE
		Total for estimate 0010:	-250,766.81
Est Nbr:	0011
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0050	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Adjustment	-5,677.66	E19876
		EPANSION BEARING, TFE TYPE
0054	6071.10	STEEL SUPERSTRUCTURE
		S.P. Adjustment	-117,046.62	20-S-01
		STEEL SUPERSTRUCTURE
		Total for estimate 0011:	-122,724.28
		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	170.00	21.000	3,570.00
COVER CROP SEEDING	ha	21.000	3,570.00
		6.000	1,020.00
		0.000	0.00
0002                          L020.00	1.59	13,530.000	21,512.70
EROSION CONTROL	m2	13,530.000	21,512.70
		7,300.298	11,607.47
		0.000	0.00
0003                          L020.01	6.40	576.000	3,686.40
EROSION CONTROL, TYPE A	m2	576.000	3,686.40
		479.620	3,069.57
		0.000	0.00
0004                          L022.00	3.68	1,920.000	7,065.60
FABRIC SILT CHECKS	m	1,920.000	7,065.60
		0.000	0.00
		0.000	0.00
0005                          L022.25	11.05	2,889.000	31,923.45
FABRIC SILT FENCE, TYPE COIR FIBER	m	2,889.000	31,923.45
		2,818.700	31,146.64
		0.000	0.00
0006                          0030.10	26,000.00	1.000	26,000.00
MOBILIZATION	LS	1.000	26,000.00
		1.000	26,000.01
		0.000	0.00
0007                          1009.00	6,500.00	1.000	6,500.00
GENERAL CLEARING AND GRUBBING	LS	1.000	6,500.00
		0.999	6,499.99
		0.000	0.00
0008                          1011.00	2.15	5,240.000	11,266.00
WATER	kL	5,240.000	11,266.00
		37,222.978	80,029.40
		0.000	0.00
0009                          1012.00	59.50	114.000	6,783.00
RIGHT-OF-WAY MARKERS	EACH	114.000	6,783.00
		82.000	4,879.00
		0.000	0.00
0010                          1013.00	45.00	34.000	1,530.00
RESET RIGHT-OF-WAY MARKERS	EACH	34.000	1,530.00
		62.000	2,790.00
		0.000	0.00
0011                          1030.00	2.25	340,310.000	765,697.50
EARTHWORK MEASURED IN EMBANKMENT	m3	340,310.000	765,697.50
		341,060.600	767,386.35
		0.000	0.00
0012                          1041.00	0.42	212,928.000	89,429.76
SALVAGING AND PLACING TOPSOIL	m2	212,928.000	89,429.76
		204,803.361	86,017.41
		0.000	0.00
0013                          1101.00	2.45	15,300.000	37,485.00
REMOVE PAVEMENT	m2	15,300.000	37,485.00
		9,258.663	22,683.74
		7.300	17.89
0014                          1101.25	8.20	28.800	236.16
SAWING PAVEMENT	m	28.800	236.16
		61.800	506.76
		0.000	0.00
0015                          1102.00	3.00	2,597.000	7,791.00
REMOVE ASPHALT SURFACE	m2	2,597.000	7,791.00
		1,725.074	5,175.22
		0.000	0.00
0016                          1106.00	3.00	816.000	2,448.00
REMOVE DRIVEWAY	m2	816.000	2,448.00
		457.090	1,371.27
		0.000	0.00
0017                          1704.18	52.50	21.200	1,113.00
450 mm DRIVEWAY CULVERT PIPE, TYPE 2	m	0.000	0.00
		0.000	0.00
		0.000	0.00
0018                          1704.24	56.00	194.000	10,864.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2	m	136.500	7,644.00
		142.230	7,964.88
		0.000	0.00
0019                          1704.36	81.00	15.000	1,215.00
900 mm DRIVEWAY CULVERT PIPE, TYPE 2	m	0.000	0.00
		0.000	0.00
		0.000	0.00
4006                          1706.24	111.10	0.000	0.00
600 mm ROUND EQUIVALENT DRIVEWAY CULVERT PIPE, TYPE 2	m	79.920	8,879.11
		100.580	11,174.44
		0.000	0.00
4007                          1310.36	168.00	0.000	0.00
900 mm ROUND EQUIVALENT REINFORCED CONCRETE PIPE FORDRIVEWAY CULVERT PIPE	m	12.800	2,150.40
		11.430	1,920.24
		0.000	0.00
4033                          4029.98	1,080.14	0.000	0.00
REMOVE AND RELAY REINFORCED CONCRETE PIPE	LS	1.000	1,080.14
STATION 99+74 RT.		1.000	1,080.14
		0.000	0.00
GROUP 1 GRADING		Contracted	1,036,116.57
		Current	1,042,678.22
		In place	1,072,322.53
		This Estimate	17.89
GROUP 4 CULVERTS
0020                          P120.24	100.00	64.000	6,400.00
600 mm CULVERT PIPE, TYPE 2	m	41.200	4,120.00
		50.640	5,064.00
		0.000	0.00
0021                          P120.36	140.00	24.600	3,444.00
900 mm CULVERT PIPE, TYPE 2	m	24.600	3,444.00
		23.770	3,327.80
		0.000	0.00
0022                          P150.30	150.00	7.500	1,125.00
750 mm CULVERT PIPE, TYPE 5	m	0.000	0.00
		0.000	0.00
		0.000	0.00
0023                          0030.40	6,000.00	1.000	6,000.00
MOBILIZATION	LS	1.000	6,000.00
		1.000	6,000.00
		0.000	0.00
0024                          4035.00	150.00	1.000	150.00
REMOVE FLARED-END SECTION	EACH	1.000	150.00
		1.000	150.00
		0.000	0.00
0025                          4040.00	200.00	7.000	1,400.00
REMOVE HEADWALLS FROM CULVERTS	EACH	7.000	1,400.00
		11.000	2,200.00
		0.000	0.00
0026                          4043.00	12.00	17.200	206.40
REMOVE CULVERT PIPE	m	17.200	206.40
		12.400	148.80
		0.000	0.00
0027                          4044.00	3,000.00	1.000	3,000.00
PREPARATION OF STRUCTURE	EACH	1.000	3,000.00
AT STA. 41+80.3		1.000	3,000.00
		0.000	0.00
0028                          4050.01	26.25	214.000	5,617.50
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	214.000	5,617.50
		248.720	6,528.90
		0.000	0.00
0029                          4051.01	33.00	25.000	825.00
EXCAVATION FOR BOX CULVERTS	m3	25.000	825.00
		25.000	825.00
		0.000	0.00
0030                          4101.06	392.50	34.170	13,411.73
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	34.170	13,411.73
		32.637	12,810.02
		0.000	0.00
0031                          4151.00	2.00	1,637.000	3,274.00
REINFORCING STEEL FOR BOX CULVERT	kg	1,637.000	3,274.00
		1,561.020	3,122.04
		0.000	0.00
0032                          4310.24	250.00	10.000	2,500.00
600 mm FLARED-END SECTION	EACH	6.000	1,500.00
		8.000	2,000.00
		0.000	0.00
0033                          4310.30	500.00	2.000	1,000.00
750 mm FLARED-END SECTION	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00
0034                          4310.36	900.00	2.000	1,800.00
900 mm FLARED-END SECTION	EACH	2.000	1,800.00
		2.000	1,800.00
		0.000	0.00
4004                          P127.24	111.10	0.000	0.00
600 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2	m	20.110	2,234.22
600MM RD EQUIV. PIPE ARCH CULVERT		9.150	1,016.57
		0.000	0.00
4005                          P127.36	168.00	0.000	0.00
900 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2	m	13.400	2,251.20
900MM RD EQUIV PIPE ARCH CULVERT		13.720	2,304.96
		0.000	0.00
4008                          4320.24	787.50	0.000	0.00
600 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	4.000	3,150.00
REINFORCED CONCRETE		2.000	1,575.00
		0.000	0.00
4009                          4320.36	945.00	0.000	0.00
900 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	2.000	1,890.00
REINFORCED CONCRETE		2.000	1,890.00
		0.000	0.00
4010                          4670.05	157.50	0.000	0.00
CULVERT SANDFILL	m3	10.000	1,575.00
STATION 17+99		10.000	1,575.00
		0.000	0.00
4011                          4130.06	315.00	0.000	0.00
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG	m3	0.340	107.10
STATION 17+99		0.340	107.10
		0.000	0.00
4014                          P120.30	220.00	0.000	0.00
750 mm CULVERT PIPE, TYPE 2	m	21.340	4,694.80
		21.340	4,694.80
		0.000	0.00
4015                          4460.30	800.00	0.000	0.00
750 mm CONCRETE FLARED END SECTION	EACH	2.000	1,600.00
		2.000	1,600.00
		0.000	0.00
4031                          4180.00	464.365	0.000	0.00
CONCRETE COLLAR	EACH	2.000	928.73
STATION 99+74 LT.		2.000	928.73
		0.000	0.00
4032                          4037.00	362.25	0.000	0.00
REMOVE AND REINSTALL CONCRETE FLARED END SECTIONS	EACH	2.000	724.50
		2.000	724.50
		0.000	0.00
GROUP 4 CULVERTS		Contracted	50,153.63
		Current	63,904.18
		In place	63,393.22
		This Estimate	0.00
GROUP 5 SEEDING
0035                          L001.01	1,635.00	14.000	22,890.00
SEEDING, TYPE A	ha	14.000	22,890.00
		15.056	24,616.56
		0.000	0.00
0036                          L001.02	1,230.00	7.000	8,610.00
SEEDING, TYPE B	ha	7.000	8,610.00
		6.545	8,050.35
		0.000	0.00
0037                          L020.07	3.45	8,240.000	28,428.00
EROSION CONTROL, TYPE B-1	m2	8,240.000	28,428.00
		6,456.824	22,276.04
		0.000	0.00
0038                          L032.75	85.00	105.000	8,925.00
MULCH	Mg	116.110	9,869.35
		109.850	9,337.25
		0.000	0.00
0039                          0001.90	2.00	30.000	60.00
SIGN DAY	EACH	30.000	60.00
		8.000	16.00
		0.000	0.00
0040                          0030.50	2,000.00	1.000	2,000.00
MOBILIZATION	LS	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	70,913.00
		Current	71,857.35
		In place	66,296.20
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 47+73.765
0041                          0020.00	0.80	1,000.000	800.00
TRAINING	HOUR	1,000.000	800.00
		0.000	0.00
		0.000	0.00
0042                          0030.60	92,000.00	1.000	92,000.00
MOBILIZATION	LS	1.000	92,000.00
		1.000	92,000.00
		0.000	0.00
0043                          3050.15	325.00	141.400	45,955.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	141.400	45,955.00
		141.400	45,955.00
		0.000	0.00
0044                          3051.10	1.10	9,465.000	10,411.50
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	9,465.000	10,411.50
		9,598.594	10,558.45
		0.000	0.00
0045                          6000.10	10,000.00	1.000	10,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	10,000.00
		1.000	10,000.00
		0.000	0.00
0046                          6000.11	10,000.00	1.000	10,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	10,000.00
		1.000	10,000.00
		0.000	0.00
0047                          6000.20	15,000.00	1.000	15,000.00
PIER NO.1 EXCAVATION	LS	1.000	15,000.00
		1.000	15,000.00
		0.000	0.00
0048                          6000.21	15,000.00	1.000	15,000.00
PIER NO.2 EXCAVATION	LS	1.000	15,000.00
		1.000	15,000.00
		0.000	0.00
0049                          6005.35	150.00	33.500	5,025.00
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	0.000	0.00
		0.000	0.00
		0.000	0.00
0050                          6005.78	650.00	15.000	9,750.00
EXPANSION BEARING, TFE TYPE	EACH	15.000	9,750.00
		15.000	9,750.00
		0.000	0.00
0051                          6005.83	850.00	5.000	4,250.00
FIXED BEARING	EACH	5.000	4,250.00
		5.000	4,250.00
		0.000	0.00
0052                          6010.22	385.00	266.900	102,756.50
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	266.900	102,756.50
		266.900	102,756.51
		0.000	0.00
0053                          6010.26	395.00	404.600	159,817.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	404.600	159,817.00
		404.600	159,817.00
		0.000	0.00
0054                          6071.10	396,000.00	1.000	396,000.00
STEEL SUPERSTRUCTURE	LS	1.000	396,000.00
AT STA. 47+73.765		1.000	396,000.00
		0.000	0.00
0055                          6107.00	125.00	897.000	112,125.00
CONCRETE SLOPE PROTECTION	m2	897.000	112,125.00
		806.562	100,820.27
		0.000	0.00
0056                          6131.50	1.15	64,630.000	74,324.50
EPOXY COATED REINFORCING STEEL	kg	64,630.000	74,324.50
		64,630.000	74,324.50
		23.972	27.57
0057                          6139.50	35.00	73.000	2,555.00
SUBSURFACE DRAINAGE MATTING	m2	73.000	2,555.00
		73.000	2,555.00
		0.000	0.00
0058                          6200.00	65.00	672.000	43,680.00
CONCRETE PILING	m	672.000	43,680.00
		552.836	35,934.34
		0.000	0.00
0059                          6210.50	65.00	685.400	44,551.00
PIPE PILING	m	685.400	44,551.00
		628.215	40,833.98
		0.000	0.00
0060                          7110.06	125.00	96.000	12,000.00
1.8 METER CHAIN-LINK FENCE	m	96.000	12,000.00
		96.000	12,000.00
		0.000	0.00
0061                          8091.00	35.00	172.000	6,020.00
GRANULAR BACKFILL	m3	172.000	6,020.00
		172.000	6,020.00
		0.000	0.00
4012                          6610.45	503.87	0.000	0.00
STRIP SEALS	m	33.500	16,879.65
		33.500	16,879.65
		0.000	0.00
4016                          6200.50	39.00	0.000	0.00
PAY CUT-OFF FOR CONCRETE PILING	m	60.000	2,340.00
		84.020	3,276.78
		0.000	0.00
4017                          6210.60	39.00	0.000	0.00
PAY CUT-OFF FOR PIPE PILE	m	50.000	1,950.00
		57.185	2,230.22
		0.000	0.00
4018                          6251.60	210.00	0.000	0.00
PREDRILLING	EACH	13.000	2,730.00
PRE-DRILL FOR PIPE PILING ON ABUTMENTS AND GRADE BEAMS		13.000	2,730.00
		0.000	0.00
GROUP 6 BRIDGE AT STA. 47+73.765		Contracted	1,172,020.50
		Current	1,190,895.15
		In place	1,168,691.70
		This Estimate	27.57
GROUP 7 GUARDRAIL
0062                          0030.70	3,000.00	1.000	3,000.00
MOBILIZATION	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00
0063                          7011.20	42.00	114.430	4,806.06
W-BEAM GUARDRAIL	m	114.430	4,806.06
		114.430	4,806.06
		0.000	0.00
0064                          7020.00	1,200.00	4.000	4,800.00
BRIDGE APPROACH SECTIONS	EACH	4.000	4,800.00
		4.000	4,800.00
		0.000	0.00
0065                          7021.70	1,550.00	4.000	6,200.00
GUARDRAIL END TREATMENT, SRT-350	EACH	4.000	6,200.00
		4.000	6,200.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	18,806.06
		Current	18,806.06
		In place	18,806.06
		This Estimate	0.00
GROUP 9 BITUMINOUS
0066                          P400.15	99.00	289.100	28,620.90
375 mm CULVERT PIPE, TYPE 2, 5, 7, OR 8	m	289.100	28,620.90
		309.035	30,594.47
		0.000	0.00
0067                          0002.40	22.00	225.260	4,955.72
TEMPORARY SOLID LINES	StaM	225.260	4,955.72
		212.098	4,666.16
		0.000	0.00
0068                          0002.45	24.00	112.630	2,703.12
TEMPORARY BROKEN LINES	StaM	112.630	2,703.12
		299.050	7,177.20
		0.000	0.00
0069                          0030.90	3,500.00	1.000	3,500.00
MOBILIZATION	LS	1.000	3,500.00
		1.000	3,500.00
		0.000	0.00
0070                          1020.03	13.85	32.000	443.20
DELINEATOR, TYPE III	EACH	32.000	443.20
		32.000	443.20
		0.000	0.00
0071                          2001.00	9.00	486.000	4,374.00
GRAVEL SURFACE COURSE	m3	386.000	3,474.00
		281.730	2,535.58
		0.000	0.00
0072                          2009.10	350.00	6.000	2,100.00
GRAVEL EMBEDMENT	StaM	6.000	2,100.00
		6.000	2,100.00
		0.000	0.00
0073                          3031.08	55.00	16.000	880.00
205 mm CONCRETE BASE COURSE	m2	16.000	880.00
		30.200	1,661.00
		0.000	0.00
0074                          3040.11	250.00	1.800	450.00
CONCRETE PAVEMENT REPAIR, TYPE A, FULL DEPTH	m2	59.230	14,807.50
		132.070	33,017.50
		0.000	0.00
0075                          3040.12	108.00	157.800	17,042.40
CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH	m2	357.080	38,564.64
		305.080	32,948.64
		0.000	0.00
0076                          3040.13	112.00	74.000	8,288.00
CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH	m2	74.000	8,288.00
		18.500	2,072.00
		0.000	0.00
0077                          3221.05	108.00	261.800	28,274.40
CONCRETE PAVEMENT, CLASS PR-25	m2	270.930	29,260.44
JOINT REPAIR		408.080	44,072.64
		0.000	0.00
0078                          4024.55	67.00	5.700	381.90
FLUME SPILLWAY	m	5.700	381.90
		16.000	1,072.00
		0.000	0.00
0079                          4024.71	2,000.00	2.000	4,000.00
CONCRETE FLUME, TYPE II	EACH	2.000	4,000.00
		6.000	12,000.00
		0.000	0.00
0080                          4024.73	1,800.00	14.000	25,200.00
CONCRETE FLUME, TYPE IV	EACH	14.000	25,200.00
		13.000	23,400.00
		0.000	0.00
0081                          8029.84	3.14	3,080.000	9,671.20
BITUMINOUS FOUNDATION COURSE 100 mm	m2	3,080.000	9,671.20
		3,443.500	10,812.59
		0.000	0.00
0082                          8029.86	3.90	15,395.000	60,040.50
BITUMINOUS FOUNDATION COURSE 150 mm	m2	15,395.000	60,040.50
		14,625.989	57,041.36
		0.000	0.00
0083                          9000.75	10.50	500.000	5,250.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	500.000	5,250.00
SPS		12.840	134.82
		0.000	0.00
0084                          9005.00	14.50	100.000	1,450.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	100.000	1,450.00
SPS		0.000	0.00
		0.000	0.00
0085                          9005.23	13.20	9,920.000	130,944.00
ASPHALTIC CONCRETE, TYPE SPS	Mg	9,920.000	130,944.00
		10,064.660	132,853.52
		0.000	0.00
0086                          9005.30	20.59	27,690.000	570,137.10
ASPHALTIC CONCRETE, TYPE SP2(12.5)	Mg	27,690.000	570,137.10
		28,313.070	582,966.11
		-1.020	-21.00
0087                          9009.00	3.36	3,147.000	10,573.92
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	3,147.000	10,573.92
		3,556.660	11,950.38
		0.000	0.00
0088                          9020.92	208.60	27.000	5,632.20
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING	Mg	27.000	5,632.20
		0.597	124.53
		0.000	0.00
0089                          9021.01	208.60	1,500.660	313,037.68
PERFORMANCE GRADED BINDER (64-22)	Mg	1,640.346	342,176.18
		1,909.088	398,235.77
		0.000	0.00
0090                          9021.03	208.60	535.680	111,742.85
PERFORMANCE GRADED BINDER (58-28)	Mg	535.680	111,742.85
		0.000	0.00
		0.000	0.00
0091                          9030.00	7.50	2,308.000	17,310.00
CONSTRUCTING ASPHALTIC CONCRETE CURB	m	2,308.000	17,310.00
		2,731.210	20,484.08
		0.000	0.00
0092                          9034.00	1.50	2,966.000	4,449.00
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	2,966.000	4,449.00
		1,627.799	2,441.69
		0.000	0.00
0093                          9053.00	0.30	116,490.000	34,947.00
TACK COAT	L	116,490.000	34,947.00
		142,756.000	42,826.80
		0.000	0.00
0094                          9053.21	360.00	4.500	1,620.00
FOG SEAL	kL	4.500	1,620.00
		3.408	1,226.88
		0.000	0.00
0095                          9110.01	48.00	10.000	480.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	10.000	480.00
		0.000	0.00
		0.000	0.00
0096                          9110.02	48.00	10.000	480.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	10.000	480.00
		14.000	672.00
		0.000	0.00
0097                          9110.03	40.00	10.000	400.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	10.000	400.00
		0.000	0.00
		0.000	0.00
0098                          9110.07	38.00	10.000	380.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	10.000	380.00
		0.000	0.00
		0.000	0.00
0099                          9111.00	2.50	853.000	2,132.50
WATER	kL	853.000	2,132.50
		176.319	440.80
		0.000	0.00
0100                          9170.00	125.00	200.909	25,113.63
EARTH SHOULDER CONSTRUCTION	StaM	200.909	25,113.63
		200.762	25,095.25
		0.000	0.00
0101                          9173.20	0.50	18,475.000	9,237.50
SUBGRADE PREPARATION	m2	18,475.000	9,237.50
		18,069.489	9,034.74
		0.000	0.00
0102                          9179.23	540.00	16.430	8,872.20
COLD MILLING, CLASS 3	StaM	16.430	8,872.20
		57.302	30,943.08
		0.000	0.00
0103                          9179.24	890.00	104.513	93,016.57
COLD MILLING, CLASS 4	StaM	104.513	93,016.57
		105.372	93,781.08
		0.000	0.00
0104                          9188.50	16.00	297.000	4,752.00
SURFACING UNDER GUARDRAIL	m2	297.000	4,752.00
		357.230	5,715.68
		0.000	0.00
4003                          2018.02	7.00	0.000	0.00
CRUSHED CONCRETE SURFACE COURSE	m3	250.000	1,750.00
CRUSHED CONCRETE SURFACE COURSE FOR TEMP. ROAD		252.140	1,764.98
		0.000	0.00
4013                          2021.00	50.00	0.000	0.00
MAILBOX POST	EACH	6.000	300.00
INSTALLATION STATE FURNISHED MAILBOX POSTS		6.000	300.00
		0.000	0.00
4019                          3008.05	13.20	0.000	0.00
TIE BARS	EACH	870.000	11,484.00
TIE BARS FOR PR PATCHING		726.000	9,583.20
		0.000	0.00
4020                          3008.16	18.70	0.000	0.00
DOWEL BAR	EACH	870.000	16,269.00
DOWEL BARS FOR PR PATCHING		759.000	14,193.30
		0.000	0.00
4021                          9300.56	0.61	0.000	0.00
SUPERPAVE QUALITY INCENTIVE	Mg	0.000	0.00
		0.000	0.00
		0.000	0.00
4022                          9300.56	0.61	0.000	0.00
SUPERPAVE QUALITY INCENTIVE	Mg	0.000	0.00
		0.000	0.00
		0.000	0.00
4023                          9300.68	0.68	0.000	0.00
SMOOTHNESS INCENTIVE	Mg	7,281.620	4,951.50
ASPHALTIC CONCRETE SP-4		7,281.620	4,951.50
		0.000	0.00
4024                          9300.77	6.91	0.000	0.00
SMOOTHNESS INCENTIVE-PERFORMANCE GRADED BINDER	Mg	371.360	2,566.10
		371.360	2,566.10
		0.000	0.00
4025                          9300.60	0.68	0.000	0.00
SMOOTHNESS INCENTIVE-ASPHALTIC CONCRETE	Mg	991.320	674.10
ASPHALTIC CONCRETE SP-4		991.322	674.10
		0.000	0.00
4026                          9300.77	6.91	0.000	0.00
SMOOTHNESS INCENTIVE-PERFORMANCE GRADED BINDER	Mg	50.557	349.35
		50.557	349.35
		0.000	0.00
4027                          9300.56	0.61	0.000	0.00
SUPERPAVE QUALITY INCENTIVE	Mg	23,149.500	14,121.20
		23,149.500	14,121.20
		0.000	0.00
4028                          9300.56	0.61	0.000	0.00
SUPERPAVE QUALITY INCENTIVE	Mg	5,164.600	3,150.41
		5,164.600	3,150.41
		0.000	0.00
4029                          9300.50	3,256.24	0.000	0.00
ASPHALT PAVEMENT SMOOTHNESS TESTING	LS	1.000	3,256.24
		1.000	3,256.24
		0.000	0.00
4030                          0095.00	341.25	0.000	0.00
ADDITIONAL FREIGHT COSTS	LS	1.000	341.25
TYPE IV FLUME PIPE		1.000	341.25
		0.000	0.00
4034                          6960.02	2,145.13	0.000	0.00
ADDITIONAL WORK	LS	1.000	2,145.13
		1.000	2,145.13
		1.000	2,145.13
4035                          3040.11	100.00	0.000	0.00
CONCRETE PAVEMENT REPAIR, TYPE A, FULL DEPTH	m2	8.880	888.00
		8.880	888.00
		0.000	0.00
4036                          3040.12	43.20	0.000	0.00
CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH	m2	12.210	527.47
		12.210	527.47
		0.000	0.00
4037                          3200.00	43.20	0.000	0.00
CONCRETE PAVEMENT JOINT REPAIR	m2	5.920	255.74
		5.920	255.74
		0.000	0.00
4038                          3040.11	225.00	0.000	0.00
CONCRETE PAVEMENT REPAIR, TYPE A, FULL DEPTH	m2	13.690	3,080.25
		13.690	3,080.25
		0.000	0.00
4039                          3040.12	97.20	0.000	0.00
CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH	m2	8.510	827.17
		8.510	827.17
		0.000	0.00
4040                          3200.00	97.20	0.000	0.00
CONCRETE PAVEMENT JOINT REPAIR	m2	49.950	4,855.14
		49.950	4,855.14
		0.000	0.00
4041                          3300.03	-825.30	0.000	0.00
DEDUCTION	LS	1.000	-825.30
DEDUCTION FOR SIGNS NOT RETURNED		1.000	-825.30
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	1,552,883.48
		Current	1,688,954.50
		In place	1,695,046.78
		This Estimate	2,124.13
GROUP 10 GENERAL ITEMS
0105                          0001.10	4.00	3,904.000	15,616.00
BARRICADE, TYPE III	BDAY	8,320.000	33,280.00
		8,320.000	33,280.00
		0.000	0.00
0106                          0001.30	3.95	976.000	3,855.20
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	976.000	3,855.20
		618.000	2,441.10
		0.000	0.00
0107                          0001.90	0.90	7,888.000	7,099.20
SIGN DAY	EACH	22,667.000	20,400.30
		22,667.000	20,400.30
		0.000	0.00
0108                          0003.10	200.00	150.000	30,000.00
FLAGGING	DAY	285.500	57,100.00
		280.000	56,000.00
		0.000	0.00
0109                          0010.04	4,000.00	1.000	4,000.00
FIELD OFFICE	EACH	1.000	4,000.00
		1.000	4,000.00
		0.000	0.00
0110                          0030.10	100.00	1.000	100.00
MOBILIZATION	LS	1.000	100.00
		1.000	100.00
		0.000	0.00
4001                          0001.08	0.50	0.000	0.00
BARRICADE, TYPE II	BDAY	2,500.000	1,250.00
		10,303.000	5,151.50
		0.000	0.00
4002                          0001.08	0.50	0.000	0.00
BARRICADE, TYPE II	BDAY	500.000	250.00
		2,073.000	1,036.50
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	60,670.40
		Current	120,235.50
		In place	122,409.40
		This Estimate	0.00
Totals for contract		Contracted	3,961,563.63
		Current	4,197,330.96
		In place	4,206,965.89
		This Estimate	2,169.59