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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0574 CONSTRUCTORS, INC.
Contract ID:	6937
Estimate Number:	0017
Pay Period End Date:	12.07.2002

Contract Location:
ANSELMO - MERNA	Estimate Type:	PROG
Contractor:
CONSTRUCTORS, INC.	Date Let:	02.07.2002
1815 Y STREET	Date Awarded:	02.14.2002
PO BOX 80268	Date Contract Executed:	02.20.2002
	Date Notice to Proceed:	02.20.2002
LINCOLN NE 68501	Date Work Began:	03.25.2002
Phone:	Date Physical Work Completed:
(402)434-1764	Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY

Counties
CUSTER

Project Number		PCT			Fed State Project Number		Description
60937 000		0.000			EACNH-2-3(116)		GR CULV SEED GDRL ELEC BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$3,921,161.66	$3,875,152.96	$46,008.70
$3,998,059.04	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$3,921,161.66	$3,875,152.96	$46,008.70
$3,986,213.77	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
98.08%	Net Earnings	$3,896,161.66	$3,850,152.96	$46,008.70
	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	$3,097.30	$3,097.30	$.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	$3,097.30	$3,097.30	$.00
	Payment	$3,899,258.96	$3,853,250.26	$46,008.70
Project Manager			Div. Head/Dist. Eng.
White, Dennis	12.12.2002		Thayer, Gary	12.13.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	12.16.2002
Controller Div. Processed
Burling, Laurie	12.16.2002

		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 4 CULVERTS
4008                          4029.95	82.30	0.000	0.00
REMOVE AND RELAY CORRUGATED METAL PIPE	m	21.000	1,728.30
		21.000	1,728.30
		0.000	0.00
4009                          4035.90	199.00	0.000	0.00
REMOVE AND REINSTALL FLARED-END SECTION	EACH	2.000	398.00
		2.000	398.00
		0.000	0.00
GROUP 4 CULVERTS		Contracted	0.00
		Current	2,126.30
		In place	2,126.30
		This Estimate	0.00
GROUP 1 GRADING
0001                          L022.11	6.25	5,431.000	33,943.75
FABRIC SILT FENCE-LOW POROSITY	m	5,431.000	33,943.75
		5,056.000	31,600.00
		0.000	0.00
0002                          0030.10	4,100.00	1.000	4,100.00
MOBILIZATION	LS	1.000	4,100.00
		1.000	4,100.00
		0.000	0.00
0003                          1009.00	1,025.00	1.000	1,025.00
GENERAL CLEARING AND GRUBBING	LS	1.000	1,025.00
		1.000	1,025.00
		0.000	0.00
0004                          1011.00	2.70	11,690.000	31,563.00
WATER	kL	11,690.000	31,563.00
		30,833.004	83,249.11
		0.000	0.00
0005                          1030.00	3.55	111,349.000	395,288.95
EARTHWORK MEASURED IN EMBANKMENT	m3	111,349.000	395,288.95
		111,349.000	395,288.95
		0.000	0.00
0006                          1101.00	8.20	416.000	3,411.20
REMOVE PAVEMENT	m2	416.000	3,411.20
		335.329	2,749.69
		8.365	68.59
0007                          1102.00	8.20	3,657.000	29,987.40
REMOVE ASPHALT SURFACE	m2	3,657.000	29,987.40
		4,002.121	32,817.40
		32.451	266.10
0008                          1106.00	8.20	2,491.000	20,426.20
REMOVE DRIVEWAY	m2	2,128.000	17,449.60
		2,423.061	19,869.10
		60.812	498.66
0009                          1108.00	20.50	576.000	11,808.00
REMOVE COMBINATION CURB AND GUTTER	m	576.000	11,808.00
		540.100	11,072.05
		0.000	0.00
0010                          1701.24	76.90	237.100	18,232.99
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	237.100	18,232.99
		278.000	21,378.20
		0.000	0.00
0011                          1701.30	92.25	10.500	968.63
750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	10.500	968.63
		12.000	1,107.00
		0.000	0.00
0012                          1701.36	102.50	48.000	4,920.00
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	48.000	4,920.00
		14.000	1,435.00
		0.000	0.00
0013                          1703.48	123.00	16.000	1,968.00
1200 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4 OR 5	m	16.000	1,968.00
		0.000	0.00
		0.000	0.00
0014                          4040.00	410.00	1.000	410.00
REMOVE HEADWALLS FROM CULVERTS	EACH	1.000	410.00
		1.000	410.00
		0.000	0.00
4001                          1109.00	6.60	0.000	0.00
REMOVE CURB	m	143.500	947.10
		143.500	947.10
		0.000	0.00
4003                          L006.00	259.50	0.000	0.00
COVER CROP SEEDING	ha	10.130	2,628.74
		10.130	2,628.74
		0.000	0.00
GROUP 1 GRADING		Contracted	558,053.12
		Current	558,652.35
		In place	609,677.34
		This Estimate	833.35
GROUP 4 CULVERTS
0015                          P300.24	53.30	49.600	2,643.68
600 mm CULVERT PIPE, TYPE 3,4 OR 5	m	49.600	2,643.68
		44.600	2,377.18
		0.000	0.00
0016                          P300.30	72.80	23.300	1,696.24
750 mm CULVERT PIPE, TYPE 3,4 OR 5	m	23.300	1,696.24
		20.000	1,456.00
		0.000	0.00
0017                          P300.36	86.00	14.200	1,221.20
900 mm CULVERT PIPE, TYPE 3,4 OR 5	m	14.200	1,221.20
		12.000	1,032.00
		0.000	0.00
0018                          P300.48	132.25	73.800	9,760.05
1200 mm CULVERT PIPE, TYPE 3,4 OR 5	m	57.800	7,644.05
		62.500	8,265.63
		0.000	0.00
0019                          P300.60	187.60	9.400	1,763.44
1500 mm CULVERT PIPE, TYPE 3,4 OR 5	m	9.400	1,763.44
		7.000	1,313.20
		0.000	0.00
0020                          P372.30	109.70	14.500	1,590.65
750 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2,4 OR 5	m	14.500	1,590.65
		21.000	2,303.70
		0.000	0.00
0021                          P500.24	72.80	69.900	5,088.72
600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8	m	83.900	6,107.92
		108.500	7,898.80
		0.000	0.00
0022                          P500.36	118.00	47.000	5,546.00
900 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8	m	61.000	7,198.00
		64.000	7,552.00
		0.000	0.00
0023                          0030.40	6,420.00	1.000	6,420.00
MOBILIZATION	LS	1.000	6,420.00
		1.000	6,420.00
		0.000	0.00
0024                          1119.00	153.80	1.000	153.80
REMOVE INLET	EACH	1.000	153.80
		1.000	153.80
		0.000	0.00
0025                          4035.00	51.25	47.000	2,408.75
REMOVE FLARED-END SECTION	EACH	47.000	2,408.75
		50.000	2,562.50
		0.000	0.00
0026                          4040.00	143.50	6.000	861.00
REMOVE HEADWALLS FROM CULVERTS	EACH	6.000	861.00
		6.000	861.00
		0.000	0.00
0027                          4043.00	15.40	131.300	2,022.02
REMOVE CULVERT PIPE	m	161.400	2,485.56
		148.400	2,285.36
		0.000	0.00
0028                          4044.00	1,025.00	1.000	1,025.00
PREPARATION OF STRUCTURE	EACH	1.000	1,025.00
AT STA. 33+79.30		1.000	1,025.00
		0.000	0.00
0029                          4044.01	1,025.00	1.000	1,025.00
PREPARATION OF STRUCTURE	EACH	1.000	1,025.00
AT STA. 50+22.30		1.000	1,025.00
		0.000	0.00
0030                          4044.02	717.70	1.000	717.70
PREPARATION OF STRUCTURE	EACH	1.000	717.70
AT STA. 75+23		1.000	717.70
		0.000	0.00
0031                          4044.03	666.00	1.000	666.00
PREPARATION OF STRUCTURE	EACH	1.000	666.00
AT STA. 89+71.20		1.000	666.00
		0.000	0.00
0032                          4044.04	666.00	1.000	666.00
PREPARATION OF STRUCTURE	EACH	1.000	666.00
AT STA. 102+33.60		1.000	666.00
		0.000	0.00
0033                          4044.05	666.00	1.000	666.00
PREPARATION OF STRUCTURE	EACH	1.000	666.00
AT STA. 120+72.30		1.000	666.00
		0.000	0.00
0034                          4044.06	615.00	1.000	615.00
PREPARATION OF STRUCTURE	EACH	1.000	615.00
AT STA. 129+66.90		1.000	615.00
		0.000	0.00
0035                          4050.01	8.20	563.000	4,616.60
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	626.000	5,133.20
		600.000	4,920.00
		0.000	0.00
0036                          4051.01	9.20	121.000	1,113.20
EXCAVATION FOR BOX CULVERTS	m3	121.000	1,113.20
		121.000	1,113.20
		0.000	0.00
0037                          4101.06	358.80	90.275	32,390.67
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	90.275	32,390.67
		93.161	33,426.16
		0.000	0.00
0038                          4151.00	1.55	5,002.000	7,753.10
REINFORCING STEEL FOR BOX CULVERT	kg	5,002.000	7,753.10
		5,256.080	8,146.92
		0.000	0.00
0039                          4310.24	175.00	26.000	4,550.00
600 mm FLARED-END SECTION	EACH	28.000	4,900.00
		28.000	4,900.00
		0.000	0.00
0040                          4310.30	251.00	6.000	1,506.00
750 mm FLARED-END SECTION	EACH	6.000	1,506.00
		6.000	1,506.00
		0.000	0.00
0041                          4310.36	333.00	10.000	3,330.00
900 mm FLARED-END SECTION	EACH	12.000	3,996.00
		12.000	3,996.00
		0.000	0.00
0042                          4310.48	718.00	10.000	7,180.00
1200 mm FLARED-END SECTION	EACH	10.000	7,180.00
		10.000	7,180.00
		0.000	0.00
0043                          4310.60	1,130.00	2.000	2,260.00
1500 mm FLARED-END SECTION	EACH	2.000	2,260.00
		2.000	2,260.00
		0.000	0.00
0044                          4320.30	287.00	2.000	574.00
750 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	2.000	574.00
		2.000	574.00
		0.000	0.00
4006                          P406.72	453.75	0.000	0.00
1800 mm CULVERT PIPE, TYPE 2,3,4 OR 5	m	4.000	1,815.00
		4.000	1,815.00
		0.000	0.00
4007                          4035.90	1,050.00	0.000	0.00
REMOVE AND REINSTALL FLARED-END SECTION	EACH	1.000	1,050.00
		1.000	1,050.00
		0.000	0.00
GROUP 4 CULVERTS		Contracted	111,829.82
		Current	117,246.16
		In place	120,749.15
		This Estimate	0.00
GROUP 4A CULVERT AT STA. 83+97.40
0045                          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
0046                          4044.07	1,850.00	1.000	1,850.00
PREPARATION OF STRUCTURE	EACH	1.000	1,850.00
AT STA. 83+97.40		1.000	1,850.00
		0.000	0.00
0047                          4051.01	9.25	41.000	379.25
EXCAVATION FOR BOX CULVERTS	m3	41.000	379.25
		41.000	379.25
		0.000	0.00
0048                          4101.06	340.00	46.000	15,640.00
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	46.000	15,640.00
		47.088	16,009.92
		0.000	0.00
0049                          4151.00	1.55	2,683.000	4,158.65
REINFORCING STEEL FOR BOX CULVERT	kg	2,683.000	4,158.65
		2,792.118	4,327.78
		0.000	0.00
GROUP 4A CULVERT AT STA. 83+97.40		Contracted	24,027.90
		Current	24,027.90
		In place	24,566.95
		This Estimate	0.00
GROUP 4B CULVERT AT STA. 145+54.00
0050                          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
0051                          4044.07	2,565.00	1.000	2,565.00
PREPARATION OF STRUCTURE	EACH	1.000	2,565.00
AT STA. 145+54.00		1.000	2,565.00
		0.000	0.00
0052                          4051.01	9.25	67.000	619.75
EXCAVATION FOR BOX CULVERTS	m3	67.000	619.75
		67.000	619.75
		0.000	0.00
0053                          4101.06	340.00	53.200	18,088.00
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	53.200	18,088.00
		52.320	17,788.80
		0.000	0.00
0054                          4151.00	1.55	3,053.000	4,732.15
REINFORCING STEEL FOR BOX CULVERT	kg	3,053.000	4,732.15
		2,990.628	4,635.47
		0.000	0.00
GROUP 4B CULVERT AT STA. 145+54.00		Contracted	28,004.90
		Current	28,004.90
		In place	27,609.02
		This Estimate	0.00
GROUP 4C CULVERT AT STA. 171+56.40
0055                          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
0056                          4044.07	2,100.00	1.000	2,100.00
PREPARATION OF STRUCTURE	EACH	1.000	2,100.00
AT STA. 171+56.40		1.000	2,100.00
		0.000	0.00
0057                          4051.01	9.25	60.000	555.00
EXCAVATION FOR BOX CULVERTS	m3	60.000	555.00
		60.000	555.00
		0.000	0.00
0058                          4101.06	340.00	53.000	18,020.00
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	53.000	18,020.00
		52.793	17,949.62
		0.000	0.00
0059                          4151.00	1.55	3,442.000	5,335.10
REINFORCING STEEL FOR BOX CULVERT	kg	3,442.000	5,335.10
		3,477.109	5,389.52
		0.000	0.00
GROUP 4C CULVERT AT STA. 171+56.40		Contracted	28,010.10
		Current	28,010.10
		In place	27,994.14
		This Estimate	0.00
GROUP 5 SEEDING
0060                          L001.01	1,230.00	14.600	17,958.00
SEEDING, TYPE A	ha	14.600	17,958.00
		19.140	23,542.20
		14.090	17,330.70
0061                          L001.02	975.00	14.000	13,650.00
SEEDING, TYPE B	ha	14.000	13,650.00
		14.730	14,361.75
		7.470	7,283.25
0062                          L032.75	72.00	143.000	10,296.00
MULCH	Mg	143.000	10,296.00
		156.495	11,267.64
		101.100	7,279.20
0063                          0030.50	1,100.00	1.000	1,100.00
MOBILIZATION	LS	1.000	1,100.00
		1.000	1,100.00
		1.000	1,100.00
GROUP 5 SEEDING		Contracted	43,004.00
		Current	43,004.00
		In place	50,271.59
		This Estimate	32,993.15
GROUP 7 GUARDRAIL
0064                          0030.70	500.00	1.000	500.00
MOBILIZATION	LS	1.000	500.00
		1.000	500.00
		0.000	0.00
0065                          7015.00	20.50	700.000	14,350.00
CABLE GUARDRAIL	m	700.000	14,350.00
		697.700	14,302.85
		0.000	0.00
0066                          7023.00	1,250.00	2.000	2,500.00
TERMINAL ANCHORAGE SECTIONS	EACH	2.000	2,500.00
		2.000	2,500.00
		0.000	0.00
0067                          7024.00	2,500.00	1.000	2,500.00
INTERMEDIATE ANCHORAGE SECTIONS	EACH	1.000	2,500.00
		1.000	2,500.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	19,850.00
		Current	19,850.00
		In place	19,802.85
		This Estimate	0.00
GROUP 8B ELECTRICAL
0068                          A001.12	410.00	1.000	410.00
PULL BOX, TYPE PB-5	EACH	1.000	410.00
		1.000	410.00
		0.000	0.00
0069                          A009.14	1,850.00	2.000	3,700.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25	EACH	2.000	3,700.00
		2.000	3,700.00
		0.000	0.00
0070                          A020.10	1,400.00	1.000	1,400.00
LIGHTING CONTROL CENTER, TYPE D	EACH	1.000	1,400.00
		1.000	1,400.00
		0.000	0.00
0071                          A070.10	7.70	96.000	739.20
38 mm CONDUIT IN TRENCH	m	96.000	739.20
		101.900	784.63
		0.000	0.00
0072                          A072.10	10.25	25.000	256.25
38 mm CONDUIT UNDER ROADWAY	m	25.000	256.25
		0.000	0.00
		0.000	0.00
0073                          A080.22	1.85	121.000	223.85
STREET LIGHTING CABLE, NO. 6 BARE	m	121.000	223.85
		123.400	228.29
		0.000	0.00
0074                          A080.24	2.05	242.000	496.10
STREET LIGHTING CABLE, NO. 6 USE	m	242.000	496.10
		246.800	505.94
		0.000	0.00
0075                          0030.81	2,100.00	1.000	2,100.00
MOBILIZATION	LS	1.000	2,100.00
		1.000	2,100.00
		0.000	0.00
4002                          A070.08	57.319	0.000	0.00
38 mm CONDUIT, JACKED	m	21.500	1,232.36
		21.500	1,232.36
		0.000	0.00
4004                          A017.61	480.908	0.000	0.00
TRANSFORMER BASE	EACH	5.000	2,404.54
TB1-17 Breakaway Transformer Bases for Street lights		5.000	2,404.54
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	9,325.40
		Current	12,962.30
		In place	12,765.76
		This Estimate	0.00
GROUP 9 BITUMINOUS
0076                          0002.55	21.50	592.680	12,742.62
OVERLAY BROKEN LINES	StaM	592.680	12,742.62
		791.398	17,015.06
		0.000	0.00
0077                          0002.60	21.50	1,185.360	25,485.24
OVERLAY SOLID LINES	StaM	1,185.360	25,485.24
		1,590.299	34,191.44
		0.000	0.00
0078                          0030.90	117,500.00	1.000	117,500.00
MOBILIZATION	LS	1.000	117,500.00
		1.000	117,500.00
		0.000	0.00
0079                          1020.02	8.20	74.000	606.80
DELINEATOR, TYPE II	EACH	74.000	606.80
		72.000	590.40
		72.000	590.40
0080                          1020.03	8.20	23.000	188.60
DELINEATOR, TYPE III	EACH	23.000	188.60
		19.000	155.80
		19.000	155.80
0081                          1020.20	25.60	8.000	204.80
INSTALL CHEVRONS	EACH	8.000	204.80
		8.000	204.80
		8.000	204.80
0082                          2001.00	18.40	230.000	4,232.00
GRAVEL SURFACE COURSE	m3	230.000	4,232.00
		169.000	3,109.60
		0.000	0.00
0083                          2021.00	51.25	3.000	153.75
MAILBOX POST	EACH	3.000	153.75
		2.000	102.50
		2.000	102.50
0084                          3012.04	76.35	128.000	9,772.80
CONCRETE 47B-25 MEDIAN CURB	m	128.000	9,772.80
		126.380	9,649.11
		0.000	0.00
0085                          3013.15	77.35	63.800	4,934.93
CONCRETE CLASS 47B-25 BARRIER CURB	m	63.800	4,934.93
		63.800	4,934.93
		0.000	0.00
0086                          3014.11	70.65	494.000	34,901.10
COMBINATION CONCRETE CLASS 47B-25 CURB AND GUTTER	m	494.000	34,901.10
		498.810	35,240.92
		0.000	0.00
0087                          3017.39	40.00	265.000	10,600.00
CONCRETE CLASS 47B-20 MEDIAN SURFACING	m2	265.000	10,600.00
		269.500	10,780.00
		0.000	0.00
0088                          3019.24	666.45	1.000	666.45
CONCRETE CLASS 47B-25 ISLAND NOSE	EACH	1.000	666.45
		1.000	666.45
		0.000	0.00
0089                          3020.24	37.65	226.000	8,508.90
CONCRETE CLASS 47B-25 DRIVEWAY	m2	226.000	8,508.90
		153.399	5,775.47
		0.000	0.00
0090                          3075.32	40.65	503.000	20,446.95
205 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	503.000	20,446.95
		509.371	20,705.93
		0.000	0.00
0091                          4003.00	1.55	265.000	410.75
CAST IRON COVER, FRAME, AND FLANGE	kg	265.000	410.75
		476.300	738.27
		0.000	0.00
0092                          4015.00	310.00	2.000	620.00
ADJUST MANHOLE TO GRADE	EACH	2.000	620.00
		2.000	620.00
		0.000	0.00
0093                          7502.04	6.40	800.000	5,120.00
100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4	m	800.000	5,120.00
		585.000	3,744.00
		0.000	0.00
0094                          7503.04	6.40	1,100.000	7,040.00
100 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4	m	1,100.000	7,040.00
		2,089.500	13,372.80
		0.000	0.00
0095                          7508.04	19.25	75.000	1,443.75
300 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4	m	75.000	1,443.75
		50.200	966.35
		0.000	0.00
0096                          7509.04	19.25	650.000	12,512.50
300 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4	m	650.000	12,512.50
		170.700	3,285.98
		0.000	0.00
0097                          7512.04	38.45	42.000	1,614.90
600 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4	m	42.000	1,614.90
		16.200	622.89
		0.000	0.00
0098                          8111.00	306.20	366.816	112,319.06
SHOULDER SUBGRADE PREPARATION	StaM	366.816	112,319.06
		363.620	111,340.45
		0.000	0.00
0099                          9000.73	11.85	500.000	5,925.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	500.000	5,925.00
SPS		19.470	230.72
		0.000	0.00
0100                          9005.00	46.00	250.000	11,500.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	250.000	11,500.00
SP4		99.130	4,559.98
		0.000	0.00
0101                          9005.23	13.40	36,350.000	487,090.00
ASPHALTIC CONCRETE, TYPE SPS	Mg	36,350.000	487,090.00
		36,484.350	488,890.29
		0.000	0.00
0102                          9005.45	22.60	50,910.000	1,150,566.00
ASPHALTIC CONCRETE, TYPE SP4(12.5)	Mg	50,910.000	1,150,566.00
		51,729.620	1,169,089.41
		0.000	0.00
0103                          9009.00	2.85	11,096.000	31,623.60
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	11,096.000	31,623.60
		10,994.895	31,335.45
		0.000	0.00
0104                          9020.92	158.00	27.000	4,266.00
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING	Mg	27.000	4,266.00
		1.039	164.16
		0.000	0.00
0105                          9021.01	158.00	2,762.640	436,497.12
PERFORMANCE GRADED BINDER (64-22)	Mg	2,762.640	436,497.12
		3,745.672	591,816.16
		0.000	0.00
0106                          9021.03	158.00	1,962.900	310,138.20
PERFORMANCE GRADED BINDER (58-28)	Mg	1,962.900	310,138.20
		0.000	0.00
		0.000	0.00
0107                          9034.00	1.15	11,096.000	12,760.40
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	10,606.000	12,196.90
		11,167.665	12,842.82
		0.000	0.00
0108                          9053.00	0.19	166,050.000	31,549.50
TACK COAT	L	166,050.000	31,549.50
		223,906.700	42,542.27
		0.000	0.00
0109                          9111.00	2.45	2,300.000	5,635.00
WATER	kL	2,300.000	5,635.00
		825.343	2,022.09
		0.000	0.00
0110                          9140.00	164.00	6.273	1,028.77
JOINT SEALING - ASPHALT TO CONCRETE	StaM	6.273	1,028.77
		7.157	1,173.75
		0.000	0.00
0111                          9170.00	154.00	28.298	4,357.89
EARTH SHOULDER CONSTRUCTION	StaM	28.298	4,357.89
		27.786	4,279.04
		22.026	3,392.00
0112                          9173.20	3.65	1,004.000	3,664.60
SUBGRADE PREPARATION	m2	1,004.000	3,664.60
		818.200	2,986.43
		0.000	0.00
0113                          9179.23	457.20	212.317	97,071.33
COLD MILLING, CLASS 3	StaM	212.317	97,071.33
		214.358	98,004.47
		0.000	0.00
0114                          9188.50	14.70	1,260.000	18,522.00
SURFACING UNDER GUARDRAIL	m2	1,260.000	18,522.00
		1,278.000	18,786.60
		0.000	0.00
0115                          9300.50	5,000.00	1.000	5,000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING	LS	1.000	5,000.00
		1.000	5,000.00
		1.000	5,000.00
4005                          4012.31	630.00	0.000	0.00
MODIFY JUNCTION BOX	EACH	1.000	630.00
		1.000	630.00
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	3,009,221.32
		Current	3,009,287.82
		In place	2,869,666.79
		This Estimate	9,445.50
GROUP 10 GENERAL ITEMS
0116                          0001.08	0.50	22,000.000	11,000.00
BARRICADE, TYPE II	BDAY	22,000.000	11,000.00
		14,771.000	7,385.50
		38.000	19.00
0117                          0001.10	2.05	1,952.000	4,001.60
BARRICADE, TYPE III	BDAY	1,952.000	4,001.60
		2,525.000	5,176.25
		66.000	135.30
0118                          0001.30	2.30	976.000	2,244.80
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	976.000	2,244.80
		512.000	1,177.60
		0.000	0.00
0119                          0001.75	5.10	2,295.000	11,704.50
TEMPORARY SIGN DAY	EACH	2,295.000	11,704.50
		4,456.000	22,725.60
		47.000	239.70
0120                          0001.90	0.22	30,256.000	6,656.32
SIGN DAY	EACH	30,256.000	6,656.32
		14,406.000	3,169.32
		660.000	145.20
0121                          0003.10	180.00	200.000	36,000.00
FLAGGING	DAY	200.000	36,000.00
		299.000	53,820.00
		2.000	360.00
0122                          0003.20	235.00	50.000	11,750.00
FURNISHING AND OPERATING PILOT VEHICLE	DAY	50.000	11,750.00
		66.500	15,627.50
		0.000	0.00
0123                          0010.04	3,750.00	1.000	3,750.00
FIELD OFFICE	EACH	1.000	3,750.00
		1.000	3,750.00
		0.000	0.00
0124                          0030.10	1,500.00	1.000	1,500.00
MOBILIZATION	LS	1.000	1,500.00
		1.000	1,500.00
		0.000	0.00
0125                          1017.00	35,000.00	1.000	35,000.00
CONSTRUCTION STAKING AND SURVEYING	LS	1.000	35,000.00
		1.000	35,000.00
		0.050	1,750.00
0126                          9110.01	54.00	200.000	10,800.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	200.000	10,800.00
		19.500	1,053.00
		0.000	0.00
0127                          9110.02	68.00	60.000	4,080.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	60.000	4,080.00
		10.000	680.00
		0.000	0.00
0128                          9110.03	47.00	200.000	9,400.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	200.000	9,400.00
		49.750	2,338.25
		0.000	0.00
0129                          9110.07	35.00	200.000	7,000.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	200.000	7,000.00
		72.250	2,528.75
		2.500	87.50
GROUP 10 GENERAL ITEMS		Contracted	154,887.22
		Current	154,887.22
		In place	155,931.77
		This Estimate	2,736.70
Totals for contract		Contracted	3,986,213.77
		Current	3,998,059.04
		In place	3,921,161.66
		This Estimate	46,008.70