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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	2853 SIMON CONTRACTORS AND SUBSIDIARIES
Contract ID:	7637
Estimate Number:	0025
Pay Period End Date:	02.18.2003

Contract Location:
IMPERIAL NORTH	Estimate Type:	FINL
Contractor:
SIMON CONTRACTORS AND SUBSIDIARIES	Date Let:	03.29.2001
4819 S INDUSTRIAL SERVICE RD	Date Awarded:	04.06.2001
PO BOX 347	Date Contract Executed:	04.19.2001
	Date Notice to Proceed:	04.19.2001
CHEYENNE WY 82003-0347	Date Work Began:	05.14.2001
Phone:	Date Physical Work Completed:
(307)632-7900	Date Accepted:	05.13.2002
Escrow Agent:
Surety Co:
LIBERTY MUTUAL INSURANCE COMPANY

Counties
CHASE

Project Number		PCT			Fed State Project Number		Description
70637 000		0.000			S-61-1(1006)		GR CULV SEED ELEC BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$5,022,187.87	$5,022,187.87	$.00
$5,241,908.09	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$5,022,187.87	$5,022,187.87	$.00
$5,039,809.10	Retainage	$.00	$-25,000.00	$25,000.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
95.81%	Net Earnings	$5,022,187.87	$4,997,187.87	$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	$.91	$.91	$.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	$.91	$.91	$.00
	Payment	$5,022,188.78	$4,997,188.78	$25,000.00
Project Manager			Div. Head/Dist. Eng.
Doyle, Kelly	06.20.2003		Knott, James	06.23.2003
Constr. Estimate Eng.			Materials Eng.
Davis, Carl	06.26.2003		Hall, David	06.26.2003
Controller Div. Processed
Harring, Joyce	07.09.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0016
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0019	1040.00	SLOPE PROTECTION
		S.P. Initial Payment	37,399.00	13990
		Slope Protection Seed
		S.P. Adjustment	-4,023.00	13990
		Slope Protection Seed
		Total for estimate 0016:	33,376.00
Est Nbr:	0018
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0005	L020.09	EROSION CONTROL, TYPE AAA
		S.P. Initial Payment	10,394.60	0043729
		40 Rolls of NAGP 350 AAA Erosion Control Mat
		Total for estimate 0018:	10,394.60
Est Nbr:	0019
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0019	1040.00	SLOPE PROTECTION
		S.P. Adjustment	-1,117.50	13990
		Slope Protection Seed
		Total for estimate 0019:	-1,117.50
Est Nbr:	0020
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0005	L020.09	EROSION CONTROL, TYPE AAA
		S.P. Closure	-10,394.60	0043729
		40 Rolls of NAGP 350 AAA Erosion Control Mat
0019	1040.00	SLOPE PROTECTION
		S.P. Adjustment	-3,576.00	13990
		Slope Protection Seed
		Total for estimate 0020:	-13,970.60
Est Nbr:	0021
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0019	1040.00	SLOPE PROTECTION
		S.P. Adjustment	-28,682.50	13990
		Slope Protection Seed
		Total for estimate 0021:	-28,682.50
		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	105.00	36.500	3,832.50
COVER CROP SEEDING	ha	36.500	3,832.50
		24.000	2,520.00
		0.000	0.00
0002                          L020.01	5.80	18,763.000	108,825.40
EROSION CONTROL, TYPE A	m2	18,763.000	108,825.40
		21,780.252	126,325.47
		0.000	0.00
0003                          L020.03	2.10	17,700.000	37,170.00
EROSION CONTROL, TYPE C	m2	17,700.000	37,170.00
		25,992.208	54,583.63
		0.000	0.00
0004                          L020.08	5.80	6,664.000	38,651.20
EROSION CONTROL, TYPE AA	m2	6,664.000	38,651.20
		9,068.918	52,599.73
		0.000	0.00
0005                          L020.09	12.10	1,857.400	22,474.54
EROSION CONTROL, TYPE AAA	m2	1,857.400	22,474.54
		1,435.810	17,373.31
		0.000	0.00
0006                          L020.10	1.70	22,632.000	38,474.40
EROSION CONTROL, TYPE HV	m2	22,632.000	38,474.40
		1,337.000	2,272.90
		0.000	0.00
0007                          L021.01	16.60	858.000	14,242.80
EROSION CHECKS, TYPE A	BALE	858.000	14,242.80
		1,066.000	17,695.60
		0.000	0.00
0008                          L021.03	14.80	324.000	4,795.20
EROSION CHECKS, TYPE C	BALE	324.000	4,795.20
		1,022.000	15,125.60
		0.000	0.00
0009                          L021.06	11.30	1,542.000	17,424.60
EROSION CHECKS, TYPE HV	BALE	1,542.000	17,424.60
		27.000	305.10
		0.000	0.00
0010                          L021.21	16.90	342.000	5,779.80
EROSION CHECKS, TYPE AA	BALE	342.000	5,779.80
		467.000	7,892.30
		0.000	0.00
0011                          L022.11	7.40	4,810.000	35,594.00
FABRIC SILT FENCE-LOW POROSITY	m	4,810.000	35,594.00
		4,300.000	31,820.00
		0.000	0.00
0012                          L022.75	21.10	2,511.600	52,994.76
TEMPORARY SILT CHECK	m	2,511.600	52,994.76
		1,012.650	21,366.93
		0.000	0.00
0013                          0030.10	40,000.00	1.000	40,000.00
MOBILIZATION	LS	1.000	40,000.00
		1.000	40,000.00
		0.000	0.00
0014                          1009.00	2,890.00	1.000	2,890.00
GENERAL CLEARING AND GRUBBING	LS	1.000	2,890.00
		1.000	2,890.00
		0.000	0.00
0015                          1011.00	1.70	24,900.000	42,330.00
WATER	kL	24,900.000	42,330.00
		3,934.130	6,688.01
		0.000	0.00
0016                          1012.00	81.10	275.000	22,302.50
RIGHT-OF-WAY MARKERS	EACH	275.000	22,302.50
		199.000	16,138.90
		0.000	0.00
0017                          1021.10	13.20	57.000	752.40
REMOVE DELINEATOR UNITS	EACH	57.000	752.40
		44.000	580.80
		0.000	0.00
0018                          1030.00	4.40	132,842.000	584,504.80
EARTHWORK MEASURED IN EMBANKMENT	m3	133,842.000	588,904.80
		134,078.800	589,946.72
		0.000	0.00
0019                          1040.00	0.30	318,150.000	95,445.00
SLOPE PROTECTION	m2	318,150.000	95,445.00
		289,500.000	86,850.00
		0.000	0.00
0020                          1040.06	72.70	350.000	25,445.00
SLOPE PROTECTION MULCH	Mg	350.000	25,445.00
		330.000	23,991.01
		0.000	0.00
0021                          1101.25	8.20	35.600	291.92
SAWING PAVEMENT	m	35.600	291.92
		91.380	749.32
		0.000	0.00
0022                          1102.00	1.00	2,964.000	2,964.00
REMOVE ASPHALT SURFACE	m2	2,964.000	2,964.00
		688.624	688.62
		0.000	0.00
0023                          1106.00	1.50	3,828.000	5,742.00
REMOVE DRIVEWAY	m2	3,828.000	5,742.00
		1,231.795	1,847.70
		0.000	0.00
0024                          1701.24	37.80	401.000	15,157.80
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	405.500	15,327.90
		414.500	15,668.10
		0.000	0.00
0025                          1701.30	67.50	27.000	1,822.50
750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	27.000	1,822.50
		28.000	1,890.00
		0.000	0.00
0026                          1701.36	72.60	17.000	1,234.20
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	17.000	1,234.20
		0.000	0.00
		0.000	0.00
0027                          1705.36	81.30	28.000	2,276.40
900 mm ROUND EQUIVALENT DRIVEWAY CULVERT PIPE,TYPE 2,3,4 OR 5	m	28.000	2,276.40
		28.000	2,276.40
		0.000	0.00
0028                          7017.00	3.20	966.500	3,092.80
REMOVE GUARDRAIL	m	966.500	3,092.80
		1,010.600	3,233.92
		0.000	0.00
4006                          1905.00	364.661	0.000	0.00
MATERIAL DELIVERED NOT INCORPORATED	LS	1.000	364.66
Material delivered but not incorporated into the work		1.000	364.66
		0.000	0.00
GROUP 1 GRADING		Contracted	1,226,510.52
		Current	1,231,445.28
		In place	1,143,684.73
		This Estimate	0.00
GROUP 4 CULVERTS
0029                          P127.36	277.00	63.000	17,451.00
900 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2	m	63.000	17,451.00
		65.220	18,065.94
		0.000	0.00
0030                          P300.24	69.50	82.000	5,699.00
600 mm CULVERT PIPE, TYPE 3,4 OR 5	m	82.000	5,699.00
		75.000	5,212.50
		0.000	0.00
0031                          P300.30	88.50	36.500	3,230.25
750 mm CULVERT PIPE, TYPE 3,4 OR 5	m	36.500	3,230.25
		38.500	3,407.25
		0.000	0.00
0032                          P300.36	105.00	22.000	2,310.00
900 mm CULVERT PIPE, TYPE 3,4 OR 5	m	22.000	2,310.00
		40.000	4,200.00
		0.000	0.00
0033                          P300.42	156.00	10.000	1,560.00
1050 mm CULVERT PIPE, TYPE 3,4 OR 5	m	10.000	1,560.00
		10.500	1,638.00
		0.000	0.00
0034                          P400.24	86.40	113.000	9,763.20
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	113.000	9,763.20
		110.500	9,547.20
		0.000	0.00
0035                          P400.30	132.00	17.500	2,310.00
750 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	17.500	2,310.00
		21.500	2,838.00
		0.000	0.00
0036                          0030.40	6,390.00	1.000	6,390.00
MOBILIZATION	LS	1.000	6,390.00
		1.000	6,390.00
		0.000	0.00
0037                          4035.00	105.00	6.000	630.00
REMOVE FLARED-END SECTION	EACH	6.000	630.00
		11.000	1,155.00
		0.000	0.00
0038                          4035.25	126.00	13.000	1,638.00
REMOVE AND SALVAGE FLARED-END SECTION	EACH	13.000	1,638.00
		9.000	1,134.00
		0.000	0.00
0039                          4040.00	132.00	27.000	3,564.00
REMOVE HEADWALLS FROM CULVERTS	EACH	27.000	3,564.00
		27.000	3,564.00
		0.000	0.00
0040                          4050.01	19.00	485.000	9,215.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	485.000	9,215.00
		526.000	9,994.00
		0.000	0.00
0041                          4100.06	790.00	7.120	5,624.80
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL	m3	7.120	5,624.80
		7.120	5,624.80
		0.000	0.00
0042                          4150.00	2.40	546.000	1,310.40
REINFORCING STEEL FOR HEADWALL	kg	546.000	1,310.40
		546.000	1,310.40
		0.000	0.00
0043                          4310.24	184.00	28.000	5,152.00
600 mm FLARED-END SECTION	EACH	28.000	5,152.00
		34.000	6,256.00
		0.000	0.00
0044                          4310.30	263.00	4.000	1,052.00
750 mm FLARED-END SECTION	EACH	4.000	1,052.00
		5.000	1,315.00
		0.000	0.00
0045                          4310.36	369.00	2.000	738.00
900 mm FLARED-END SECTION	EACH	2.000	738.00
		4.000	1,476.00
		0.000	0.00
0046                          4362.24	105.00	5.000	525.00
INSTALL 600 mm METAL FLARED-END SECTION	EACH	5.000	525.00
		2.000	210.00
		0.000	0.00
0047                          4362.30	132.00	5.000	660.00
INSTALL 750 mm METAL FLARED-END SECTION	EACH	5.000	660.00
		4.000	528.00
		0.000	0.00
0048                          4362.36	169.00	3.000	507.00
INSTALL 900 mm METAL FLARED-END SECTION	EACH	3.000	507.00
		3.000	507.00
		0.000	0.00
4003                          4050.02	19.00	0.000	0.00
ADDITIONAL EXCAVATION FOR BACKFILL AND EMBANKMENT FOR PIPE,PIPE-ARCH CULVERT, AND HEADWALL	m3	90.000	1,710.00
		90.000	1,710.00
		0.000	0.00
GROUP 4 CULVERTS		Contracted	79,329.65
		Current	81,039.65
		In place	86,083.09
		This Estimate	0.00
GROUP 4A CULVERT AT STA. 196+33.39
0049                          0030.40	3,160.00	1.000	3,160.00
MOBILIZATION	LS	1.000	3,160.00
		1.000	3,160.00
		0.000	0.00
0050                          4044.00	5,790.00	1.000	5,790.00
PREPARATION OF STRUCTURE	EACH	1.000	5,790.00
AT STA. 196+33.39		1.000	5,790.00
		0.000	0.00
0051                          4051.01	21.10	155.000	3,270.50
EXCAVATION FOR BOX CULVERTS	m3	155.000	3,270.50
		155.000	3,270.50
		0.000	0.00
0052                          4054.65	6,320.00	1.000	6,320.00
TEMPORARY SHORING	LS	1.000	6,320.00
		0.000	0.00
		0.000	0.00
0053                          4101.06	361.00	144.073	52,010.35
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	144.073	52,010.35
		136.839	49,398.88
		0.000	0.00
0054                          4151.00	1.30	9,045.000	11,758.50
REINFORCING STEEL FOR BOX CULVERT	kg	9,045.000	11,758.50
		8,558.052	11,125.46
		0.000	0.00
4005                          4051.12	36.10	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	m3	100.000	3,610.00
		100.554	3,630.00
		0.000	0.00
GROUP 4A CULVERT AT STA. 196+33.39		Contracted	82,309.35
		Current	85,919.35
		In place	76,374.84
		This Estimate	0.00
GROUP 4B CULVERT AT STA. 200+35.58
0055                          0030.40	3,160.00	1.000	3,160.00
MOBILIZATION	LS	1.000	3,160.00
		1.000	3,160.00
		0.000	0.00
0056                          4044.00	6,320.00	1.000	6,320.00
PREPARATION OF STRUCTURE	EACH	1.000	6,320.00
AT STA. 200+35.58		1.000	6,320.00
		0.000	0.00
0057                          4051.01	21.10	197.000	4,156.70
EXCAVATION FOR BOX CULVERTS	m3	197.000	4,156.70
		197.000	4,156.70
		0.000	0.00
0058                          4101.06	361.00	122.703	44,295.78
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	122.703	44,295.78
		114.054	41,173.50
		0.000	0.00
0059                          4151.00	1.30	7,486.000	9,731.80
REINFORCING STEEL FOR BOX CULVERT	kg	7,486.000	9,731.80
		6,892.293	8,959.98
		0.000	0.00
4000                          4051.12	36.10	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	m3	40.000	1,444.00
		48.298	1,743.56
		0.000	0.00
GROUP 4B CULVERT AT STA. 200+35.58		Contracted	67,664.28
		Current	69,108.28
		In place	65,513.74
		This Estimate	0.00
GROUP 5 SEEDING
0060                          L001.01	1,330.00	25.000	33,250.00
SEEDING, TYPE A	ha	0.000	0.00
		0.000	0.00
		0.000	0.00
0061                          L001.02	1,140.00	11.500	13,110.00
SEEDING, TYPE B	ha	11.500	13,110.00
		12.000	13,680.00
		0.000	0.00
0062                          L032.75	72.70	183.000	13,304.10
MULCH	Mg	0.000	0.00
		0.000	0.00
		0.000	0.00
0063                          0030.50	4,210.00	1.000	4,210.00
MOBILIZATION	LS	1.000	4,210.00
		1.000	4,210.00
		0.000	0.00
4011                          L001.01	1,395.00	0.000	0.00
SEEDING, TYPE "A"	ha	12.000	16,740.00
		12.000	16,740.00
		0.000	0.00
4012                          L032.75	105.00	0.000	0.00
MULCH	Mg	120.000	12,600.00
		120.000	12,600.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	63,874.10
		Current	46,660.00
		In place	47,230.00
		This Estimate	0.00
GROUP 8B ELECTRICAL
0064                          A001.12	421.00	1.000	421.00
PULL BOX, TYPE PB-5	EACH	1.000	421.00
		1.000	421.00
		0.000	0.00
0065                          A009.14	2,160.00	4.000	8,640.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25	EACH	4.000	8,640.00
		4.000	8,640.00
		0.000	0.00
0066                          A020.17	2,020.00	1.000	2,020.00
LIGHTING CONTROL CENTER, TYPE P	EACH	1.000	2,020.00
		1.000	2,020.00
		0.000	0.00
0067                          A070.10	4.20	98.000	411.60
38 mm CONDUIT IN TRENCH	m	98.000	411.60
		93.000	390.60
		0.000	0.00
0068                          A074.12	26.30	56.000	1,472.80
38 mm CONDUIT, JACKED	m	56.000	1,472.80
		43.000	1,130.90
		0.000	0.00
0069                          A080.22	0.60	154.000	92.40
STREET LIGHTING CABLE, NO. 6 BARE	m	154.000	92.40
		135.000	81.00
		0.000	0.00
0070                          A080.24	0.80	308.000	246.40
STREET LIGHTING CABLE, NO. 6 USE	m	308.000	246.40
		270.000	216.00
		0.000	0.00
0071                          A600.00	342.00	4.000	1,368.00
REMOVE LIGHTING UNIT	EACH	4.000	1,368.00
		4.000	1,368.00
		0.000	0.00
0072                          0030.81	2,040.00	1.000	2,040.00
MOBILIZATION	LS	1.000	2,040.00
		1.000	2,040.00
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	16,712.20
		Current	16,712.20
		In place	16,307.50
		This Estimate	0.00
GROUP 9 BITUMINOUS
0073                          P402.15	69.80	208.400	14,546.32
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	208.400	14,546.32
		204.500	14,274.10
		0.000	0.00
0074                          0002.40	19.00	1,307.040	24,833.76
TEMPORARY SOLID LINES	StaM	1,307.040	24,833.76
		1,857.182	35,286.45
		0.000	0.00
0075                          0002.45	20.00	653.520	13,070.40
TEMPORARY BROKEN LINES	StaM	653.520	13,070.40
		1,079.321	21,586.42
		0.000	0.00
0076                          0002.75	0.20	58,365.000	11,673.00
PERMANENT PAVEMENT MARKING	m	58,365.000	11,673.00
		58,232.700	11,646.54
		0.000	0.00
0077                          0030.90	54,500.00	1.000	54,500.00
MOBILIZATION	LS	1.000	54,500.00
		1.000	54,500.00
		0.000	0.00
0078                          1020.03	13.20	33.000	435.60
DELINEATOR, TYPE III	EACH	33.000	435.60
		10.000	132.00
		0.000	0.00
0079                          2001.00	17.20	117.000	2,012.40
GRAVEL SURFACE COURSE	m3	117.000	2,012.40
		153.670	2,643.12
		0.000	0.00
0080                          2020.00	12.40	324.000	4,017.60
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS	m2	324.000	4,017.60
		286.000	3,546.40
		0.000	0.00
0081                          2021.00	52.70	7.000	368.90
MAILBOX POST	EACH	7.000	368.90
		6.000	316.20
		0.000	0.00
0082                          3020.26	27.30	999.000	27,272.70
CONCRETE CLASS 47B-25 DRIVEWAY	m2	999.000	27,272.70
		0.000	0.00
		0.000	0.00
0083                          4024.55	145.00	114.000	16,530.00
FLUME SPILLWAY	m	114.000	16,530.00
		164.900	23,910.50
		0.000	0.00
0084                          4024.70	1,240.00	8.000	9,920.00
CONCRETE FLUME, TYPE I	EACH	8.000	9,920.00
		27.000	33,480.00
		0.000	0.00
0085                          4024.71	1,300.00	20.000	26,000.00
CONCRETE FLUME, TYPE II	EACH	20.000	26,000.00
		8.000	10,400.00
		0.000	0.00
0086                          4024.73	1,240.00	12.000	14,880.00
CONCRETE FLUME, TYPE IV	EACH	12.000	14,880.00
		11.000	13,640.00
		0.000	0.00
0087                          4024.74	1,240.00	4.000	4,960.00
CONCRETE FLUME, TYPE V	EACH	4.000	4,960.00
		4.000	4,960.00
		0.000	0.00
0088                          7502.04	7.10	118.000	837.80
100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4	m	118.000	837.80
		160.325	1,138.31
		0.000	0.00
0089                          7503.04	7.50	680.000	5,100.00
100 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4	m	680.000	5,100.00
		1,189.329	8,919.97
		0.000	0.00
0090                          7509.04	22.10	75.000	1,657.50
300 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4	m	75.000	1,657.50
		93.143	2,058.46
		0.000	0.00
0091                          8021.50	1,590.00	59.498	94,601.82
LIME STABILIZED BITUMINOUS	StaM	8.012	12,739.08
		8.012	12,739.08
		0.000	0.00
0092                          8022.25	127.00	600.000	76,200.00
LIME	Mg	103.483	13,142.34
		103.483	13,142.33
		0.000	0.00
0093                          8111.00	96.00	74.351	7,137.70
SHOULDER SUBGRADE PREPARATION	StaM	74.351	7,137.70
		78.400	7,526.40
		0.000	0.00
0094                          9000.75	11.00	750.000	8,250.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	750.000	8,250.00
SPS		729.495	8,024.45
		0.000	0.00
0095                          9005.00	36.10	500.000	18,050.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	500.000	18,050.00
SP4(12.5)		312.768	11,290.93
		0.000	0.00
0096                          9005.23	15.00	11,080.000	166,200.00
ASPHALTIC CONCRETE, TYPE SPS	Mg	9,450.000	141,750.00
		9,397.518	140,962.78
		0.000	0.00
0097                          9005.45	23.60	74,000.000	1,746,400.00
ASPHALTIC CONCRETE, TYPE SP4(12.5)	Mg	74,000.000	1,746,400.00
		74,081.211	1,748,316.58
		0.000	0.00
0098                          9009.00	6.80	5,513.000	37,488.40
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	5,216.000	35,468.80
		6,356.800	43,226.24
		0.000	0.00
0099                          9020.91	163.00	40.500	6,601.50
PERFORMANCE GRADED BINDER (64-22) FOR STATE MAINTENANCEPATCHING	Mg	40.500	6,601.50
		21.307	3,473.04
		0.000	0.00
0100                          9021.01	163.00	4,621.320	753,275.16
PERFORMANCE GRADED BINDER (64-22)	Mg	4,533.300	738,927.90
		3,760.828	613,014.97
		0.000	0.00
0101                          9030.00	7.50	5,020.000	37,650.00
CONSTRUCTING ASPHALTIC CONCRETE CURB	m	5,020.000	37,650.00
		5,445.100	40,838.25
		0.000	0.00
0102                          9034.00	0.70	6,512.000	4,558.40
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	6,215.000	4,350.50
		1,728.800	1,210.16
		0.000	0.00
0103                          9053.00	0.10	215,200.000	21,520.00
TACK COAT	L	215,200.000	21,520.00
		177,039.784	17,703.98
		0.000	0.00
0104                          9111.00	1.90	1,533.000	2,912.70
WATER	kL	1,533.000	2,912.70
		0.000	0.00
		0.000	0.00
0105                          9170.00	179.00	362.244	64,841.68
EARTH SHOULDER CONSTRUCTION	StaM	362.244	64,841.68
		357.160	63,931.64
		0.000	0.00
0106                          9173.15	50.20	388.956	19,525.59
TRENCHED WIDENING	StaM	223.200	11,204.64
		223.200	11,204.64
		0.000	0.00
0107                          9179.23	406.00	236.562	96,044.17
COLD MILLING, CLASS 3	StaM	236.562	96,044.17
		236.838	96,156.23
		0.000	0.00
4001                          9190.50	42.333	0.000	0.00
FLY ASH	Mg	3,976.064	168,318.72
		3,976.064	168,318.72
		0.000	0.00
4002                          9190.00	1,590.00	0.000	0.00
FLY ASH STABILIZED BITUMINOUS	StaM	96.049	152,717.91
		96.049	152,717.91
		0.000	0.00
4004                          9300.56	0.8118	0.000	0.00
SUPERPAVE QUALITY INCENTIVE	Mg	73,145.474	59,379.50
ASPHALTIC CONCRETE, TYPE SP4 (12.5)		73,145.474	59,379.50
		0.000	0.00
4007                          3019.23	930.00	0.000	0.00
CONCRETE CLASS 47B-25 ISLAND NOSE	EACH	1.000	930.00
		1.000	930.00
		0.000	0.00
4008                          3019.23	700.00	0.000	0.00
CONCRETE CLASS 47B-25 ISLAND NOSE	EACH	1.000	700.00
		1.000	700.00
		0.000	0.00
4009                          9300.60	0.706	0.000	0.00
SMOOTHNESS INCENTIVE-ASPHALTIC CONCRETE	Mg	21,663.080	15,294.13
Asphaltic Concrete, Type SP4 (12.5)		21,663.080	15,294.13
		0.000	0.00
4010                          9300.77	4.874	0.000	0.00
SMOOTHNESS INCENTIVE-PERFORMANCE GRADED BINDER	Mg	931.512	4,540.19
Performance Graded Binder (64-22)		931.512	4,540.19
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	3,393,873.10
		Current	3,601,487.43
		In place	3,477,080.62
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0108                          0001.08	0.50	13,081.000	6,540.50
BARRICADE, TYPE II	BDAY	13,081.000	6,540.50
		5,075.000	2,537.50
		0.000	0.00
0109                          0001.10	2.60	1,815.000	4,719.00
BARRICADE, TYPE III	BDAY	1,815.000	4,719.00
		4,327.000	11,250.20
		0.000	0.00
0110                          0001.30	2.60	1,089.000	2,831.40
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	1,089.000	2,831.40
		1,131.000	2,940.60
		0.000	0.00
0111                          0001.75	1.40	1,950.000	2,730.00
TEMPORARY SIGN DAY	EACH	1,950.000	2,730.00
		0.000	0.00
		0.000	0.00
0112                          0001.90	0.40	33,640.000	13,456.00
SIGN DAY	EACH	33,640.000	13,456.00
		24,147.000	9,658.80
		0.000	0.00
0113                          0003.10	171.00	204.000	34,884.00
FLAGGING	DAY	204.000	34,884.00
		373.000	63,783.00
		0.000	0.00
0114                          0003.20	224.00	55.000	12,320.00
FURNISHING AND OPERATING PILOT VEHICLE	DAY	55.000	12,320.00
		55.000	12,320.00
		0.000	0.00
0115                          0010.04	2,650.00	1.000	2,650.00
FIELD OFFICE	EACH	1.000	2,650.00
		1.000	2,650.00
		0.000	0.00
0116                          0030.00	500.00	1.000	500.00
MOBILIZATION	LS	1.000	500.00
		1.000	500.00
		0.000	0.00
0117                          9110.01	59.20	180.000	10,656.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	180.000	10,656.00
		19.500	1,154.40
		0.000	0.00
0118                          9110.02	59.30	30.000	1,779.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	30.000	1,779.00
		34.500	2,045.85
		0.000	0.00
0119                          9110.03	46.00	180.000	8,280.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	180.000	8,280.00
		7.500	345.00
		0.000	0.00
0120                          9110.07	45.50	180.000	8,190.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	180.000	8,190.00
		16.000	728.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	109,535.90
		Current	109,535.90
		In place	109,913.35
		This Estimate	0.00
Totals for contract		Contracted	5,039,809.10
		Current	5,241,908.10
		In place	5,022,187.87
		This Estimate	0.00