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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	1661 U.S. ASPHALT CO.
Contract ID:	1837X
Estimate Number:	0019
Pay Period End Date:	04.07.2003

Contract Location:
IN DAWSON	Estimate Type:	PROG
Contractor:
U.S. ASPHALT CO.	Date Let:	03.14.2002
14012 GILES RD	Date Awarded:	03.21.2002
	Date Contract Executed:	03.27.2002
	Date Notice to Proceed:	03.27.2002
OMAHA NE 68138	Date Work Began:
Phone:	Date Physical Work Completed:
(402)895-6666	Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY

Counties
RICHARDSON

Project Number		PCT			Fed State Project Number		Description
11837 000		0.000			EACNH-75-1(105)		GR CULV ELEC BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$1,329,953.32	$1,325,128.72	$4,824.60
$1,304,547.41	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$1,329,953.32	$1,325,128.72	$4,824.60
$1,279,164.34	Retainage	$-13,299.53	$-13,251.29	$-48.24
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
101.95%	Net Earnings	$1,316,653.79	$1,311,877.43	$4,776.36
	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	$146.82	$146.82	$.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	$146.82	$146.82	$.00
	Payment	$1,316,800.61	$1,312,024.25	$4,776.36
Project Manager			Div. Head/Dist. Eng.
Habegger, Michael	04.07.2003		Sklenar, Michael J	04.08.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	04.08.2003
Controller Div. Processed
Burling, Laurie	04.08.2003

		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	422.53	0.300	126.76
COVER CROP SEEDING	ha	0.300	126.76
		0.000	0.00
		0.000	0.00
0002                          L006.50	7,922.40	0.300	2,376.72
TEMPORARY SEEDING	ha	0.300	2,376.72
		0.150	1,188.36
		0.000	0.00
0003                          L020.00	4.23	52.000	219.96
EROSION CONTROL	m2	52.000	219.96
		0.000	0.00
		0.000	0.00
0004                          L020.09	15.84	90.000	1,425.60
EROSION CONTROL, TYPE AAA	m2	90.000	1,425.60
		0.000	0.00
		0.000	0.00
0005                          L022.11	15.84	141.000	2,233.44
FABRIC SILT FENCE-LOW POROSITY	m	141.000	2,233.44
		104.000	1,647.36
		0.000	0.00
0006                          P406.48	192.25	42.000	8,074.50
1200 mm CULVERT PIPE, TYPE 2,3,4 OR 5	m	42.000	8,074.50
		0.000	0.00
		0.000	0.00
0007                          0030.10	2,112.64	1.000	2,112.64
MOBILIZATION	LS	1.000	2,112.64
		1.000	2,112.64
		0.000	0.00
0008                          1009.00	9,295.62	1.000	9,295.62
GENERAL CLEARING AND GRUBBING	LS	1.000	9,295.62
		1.000	9,295.62
		0.000	0.00
0009                          1010.01	6.29	1,279.000	8,044.91
EXCAVATION (ESTABLISHED QUANTITY)	m3	1,279.000	8,044.91
		1,279.000	8,044.91
		0.000	0.00
0010                          1011.00	10.56	25.000	264.00
WATER	kL	25.000	264.00
		0.000	0.00
		0.000	0.00
0011                          1030.00	7.29	2,439.000	17,780.31
EARTHWORK MEASURED IN EMBANKMENT	m3	2,439.000	17,780.31
		2,439.000	17,780.31
		0.000	0.00
0012                          1102.00	5.26	38.000	199.88
REMOVE ASPHALT SURFACE	m2	38.000	199.88
		38.000	199.88
		0.000	0.00
0013                          1106.00	5.26	214.000	1,125.64
REMOVE DRIVEWAY	m2	214.000	1,125.64
		878.388	4,620.32
		0.000	0.00
0014                          1107.00	5.26	1,961.000	10,314.86
REMOVE WALK	m2	1,961.000	10,314.86
		2,251.856	11,844.76
		0.000	0.00
0015                          1108.00	5.26	1,672.600	8,797.88
REMOVE COMBINATION CURB AND GUTTER	m	1,672.600	8,797.88
		1,713.520	9,013.12
		0.000	0.00
0016                          1113.00	158.45	4.000	633.80
REMOVE STEP	EACH	4.000	633.80
		5.000	792.25
		0.000	0.00
0017                          1128.50	10.56	20.000	211.20
REMOVE SLAB	m2	20.000	211.20
		8.970	94.72
		0.000	0.00
0018                          4093.80	383.44	32.120	12,316.09
WALL MATERIALS	m2	32.120	12,316.09
		25.675	9,844.83
		0.000	0.00
0019                          4095.15	10.67	43.800	467.35
COMPACTED EARTH LEVELING PAD	m	43.800	467.35
		39.700	423.60
		0.000	0.00
0020                          7151.00	79.22	41.400	3,279.71
REMOVE AND RESET FENCE	m	41.400	3,279.71
		0.000	0.00
		0.000	0.00
0021                          8024.50	9.12	9.490	86.55
SELECT GRANULAR BACKFILL FOR RETAINED EARTH STRUCTURE	m3	9.490	86.55
		8.658	78.96
		0.000	0.00
6002                          0096.00	-4,168.50	0.000	0.00
DEDUCTION	LS	1.000	-4,168.50
INVOICE DEDUCTION FOR 1200mm CMP		1.000	-4,168.50
		1.000	-4,168.50
GROUP 1 GRADING		Contracted	89,387.41
		Current	85,218.91
		In place	72,813.14
		This Estimate	-4,168.50
GROUP 4 CULVERTS
0022                          P700.18	94.54	56.400	5,332.06
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	56.400	5,332.06
		71.200	6,731.25
		0.000	0.00
0023                          P702.18	94.54	9.000	850.86
450 mm STORM SEWER PIPE, TYPE 1	m	9.000	850.86
		9.910	936.89
		0.000	0.00
0024                          P705.18	105.63	39.000	4,119.57
450 mm STORM SEWER PIPE, TYPE 1 CLASS IV	m	39.000	4,119.57
		39.000	4,119.57
		0.000	0.00
0025                          P775.24	165.63	233.600	38,691.17
600 mm ROUND EQUIVALENT STORM SEWER PIPE, TYPE 1	m	233.600	38,691.17
		234.010	38,759.07
		0.000	0.00
0026                          0030.40	10,563.20	1.000	10,563.20
MOBILIZATION	LS	1.000	10,563.20
		1.000	10,563.20
		0.000	0.00
0027                          4002.00	4.54	570.000	2,587.80
CAST IRON COVER AND FRAME	kg	570.000	2,587.80
		570.000	2,587.80
		0.000	0.00
0028                          4004.50	3.59	338.000	1,213.42
CAST IRON GRATE AND FRAME	kg	338.000	1,213.42
		338.000	1,213.42
		0.000	0.00
0029                          4005.00	3.54	156.000	552.24
CAST IRON RING AND COVER	kg	156.000	552.24
		156.000	552.24
		0.000	0.00
0030                          4016.00	2,112.64	1.000	2,112.64
MANHOLE	EACH	1.000	2,112.64
AT STA. 33+72.14 LT.		1.000	2,112.64
		0.000	0.00
0031                          4045.00	7,922.40	1.000	7,922.40
REMOVE STRUCTURE	EACH	1.000	7,922.40
AT STA. 31+07		1.000	7,922.40
		0.000	0.00
0032                          4051.01	12.68	297.000	3,765.96
EXCAVATION FOR BOX CULVERTS	m3	297.000	3,765.96
		342.421	4,341.90
		0.000	0.00
0033                          4101.06	396.12	97.920	38,788.07
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	97.920	38,788.07
		97.921	38,788.47
		0.000	0.00
0034                          4103.06	1,584.48	0.880	1,394.34
CLASS 47B-20 CONCRETE FOR STEP	m3	0.880	1,394.34
		0.880	1,394.34
		0.000	0.00
0035                          4105.59	570.41	31.890	18,190.37
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	31.890	18,190.37
		31.920	18,207.49
		0.000	0.00
0036                          4151.00	1.51	6,260.000	9,452.60
REINFORCING STEEL FOR BOX CULVERT	kg	6,260.000	9,452.60
		6,260.489	9,453.34
		0.000	0.00
0037                          4155.50	2.32	1,343.000	3,115.76
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	1,343.000	3,115.76
		1,344.000	3,118.08
		0.000	0.00
0038                          4310.18	404.57	5.000	2,022.85
450 mm FLARED-END SECTION	EACH	5.000	2,022.85
		5.000	2,022.85
		0.000	0.00
0039                          4320.24	518.65	2.000	1,037.30
600 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	2.000	1,037.30
		2.000	1,037.30
		0.000	0.00
0040                          4875.18	753.16	39.000	29,373.24
JACKING 450 mm STORM SEWER PIPE, TYPE 1 CLASS IV	m	39.000	29,373.24
		39.000	29,373.24
		0.000	0.00
4001                          4029.98	1,575.00	0.000	0.00
REMOVE AND RELAY REINFORCED CONCRETE PIPE	LS	1.000	1,575.00
Remove and Relay 600mm R.C.P.		1.000	1,575.00
		0.000	0.00
4021                          4015.00	105.00	0.000	0.00
ADJUST MANHOLE TO GRADE	EACH	1.000	105.00
STA. 33+32.5 - 9.4M RT		0.000	0.00
		0.000	0.00
6001                          4051.12	39.61	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	m3	81.000	3,208.41
		12.960	513.35
		0.000	0.00
GROUP 4 CULVERTS		Contracted	181,085.85
		Current	185,974.26
		In place	185,323.84
		This Estimate	0.00
GROUP 4A WATER MAIN
0041                          W100.00	221.83	38.000	8,429.54
CURB STOP AND BOX	EACH	38.000	8,429.54
		38.000	8,429.54
		0.000	0.00
0042                          W175.01	221.83	38.000	8,429.54
25 mm CORPORATION STOP	EACH	38.000	8,429.54
		38.000	8,429.54
		0.000	0.00
0043                          W176.26	42.25	331.800	14,018.55
25 mm WATER SERVICE	m	331.800	14,018.55
		388.000	16,393.00
		0.000	0.00
0044                          W176.70	52.82	38.000	2,007.16
WATER SERVICE CONNECTION	EACH	38.000	2,007.16
		38.000	2,007.16
		0.000	0.00
0045                          W205.06	63.72	1,206.190	76,858.43
150 mm WATER MAIN PIPE	m	1,206.190	76,858.43
		1,153.450	73,497.83
		0.000	0.00
0046                          W220.04	406.68	1.000	406.68
100 mm GATE VALVE, M.J.	EACH	1.000	406.68
		2.000	813.36
		0.000	0.00
0047                          W220.06	475.34	42.000	19,964.28
150 mm GATE VALVE, M.J.	EACH	42.000	19,964.28
		38.000	18,062.92
		3.000	1,426.02
0048                          W221.04	217.34	1.000	217.34
100 mm WATER VALVE BOX	EACH	1.000	217.34
		0.000	0.00
		0.000	0.00
0049                          W221.06	217.34	42.000	9,128.28
150 mm WATER VALVE BOX	EACH	42.000	9,128.28
		38.000	8,258.92
		1.000	217.34
0050                          W222.06	2,179.19	8.000	17,433.52
150 mm FIRE HYDRANT	EACH	8.000	17,433.52
		9.000	19,612.71
		0.000	0.00
0051                          W222.91	316.90	8.000	2,535.20
SALVAGE FIRE HYDRANT	EACH	8.000	2,535.20
		8.000	2,535.20
		0.000	0.00
0052                          W300.12	82.66	58.610	4,844.70
300 mm CASING	m	58.610	4,844.70
		62.380	5,156.33
		0.000	0.00
0053                          W348.00	2,112.64	1.000	2,112.64
150 mm X 150 mm TAPPING TEE	EACH	1.000	2,112.64
		0.000	0.00
		0.000	0.00
0054                          W355.04	95.07	5.000	475.35
100 mm SLEEVE	EACH	5.000	475.35
		7.000	665.49
		0.000	0.00
0055                          W355.06	120.42	5.000	602.10
150 mm SLEEVE	EACH	5.000	602.10
		6.000	722.52
		-2.000	-240.84
0056                          W356.10	164.79	1.000	164.79
150 mm X 100 mm TEE	EACH	1.000	164.79
		1.000	164.79
		0.000	0.00
0057                          W356.12	181.69	22.000	3,997.18
150 mm X 150 mm TEE	EACH	22.000	3,997.18
		20.000	3,633.80
		-2.000	-363.38
0058                          W356.50	253.52	2.000	507.04
CROSS	EACH	2.000	507.04
150 mm X 150 mm		0.000	0.00
		0.000	0.00
0059                          W356.51	232.39	1.000	232.39
CROSS	EACH	1.000	232.39
150 mm X 100 mm		1.000	232.39
		0.000	0.00
0060                          W357.16	116.20	4.000	464.80
150 mm - 45 DEGREE BEND	EACH	4.000	464.80
		6.000	697.20
		0.000	0.00
0061                          W357.20	126.76	5.000	633.80
150 mm - 90 DEGREE BEND	EACH	5.000	633.80
		6.000	760.56
		2.000	253.52
0062                          W357.52	126.76	4.000	507.04
150 mm - 22 1/2 DEGREE BEND	EACH	4.000	507.04
		0.000	0.00
		0.000	0.00
0063                          W358.10	100.35	3.000	301.05
100 mm X 150 mm REDUCER	EACH	3.000	301.05
		6.000	602.10
		0.000	0.00
0064                          W722.51	8.61	1,149.210	9,894.70
ABANDON WATER MAIN	m	1,149.210	9,894.70
		329.416	2,836.27
		0.000	0.00
0065                          W724.75	422.53	14.000	5,915.42
CONNECT TO WATER MAIN	EACH	14.000	5,915.42
		13.000	5,492.89
		0.000	0.00
0066                          W800.20	158.45	1.000	158.45
REMOVE CROSS	EACH	1.000	158.45
		0.000	0.00
		0.000	0.00
0067                          W800.21	27.46	50.600	1,389.48
REMOVE WATER MAIN PIPE	m	50.600	1,389.48
		19.500	535.47
		0.000	0.00
0068                          W800.62	52.82	5.000	264.10
REMOVE WATER VALVE BOX	EACH	5.000	264.10
		8.000	422.56
		0.000	0.00
0069                          W800.93	29.28	210.000	6,148.80
BORING 25 mm WATER SERVICE	m	210.000	6,148.80
		226.500	6,631.92
		0.000	0.00
0070                          0030.40	10,563.20	1.000	10,563.20
MOBILIZATION	LS	1.000	10,563.20
		1.000	10,563.20
		0.000	0.00
0071                          4795.99	58.10	4.000	232.40
100 mm PLUG	EACH	4.000	232.40
		4.000	232.40
		0.000	0.00
0072                          4796.00	58.10	10.000	581.00
150 mm PLUG	EACH	10.000	581.00
		10.000	581.00
		0.000	0.00
0073                          4808.12	396.01	58.610	23,210.15
BORING 300 mm STEEL CASING	m	58.610	23,210.15
		58.380	23,119.06
		0.000	0.00
4005                          W359.04	57.75	0.000	0.00
100 mm CAP	EACH	5.000	288.75
100 mm Mechanical Joint Cap		5.000	288.75
		0.000	0.00
4006                          W357.50	105.00	0.000	0.00
100 mm - 22 1/2 DEGREE BEND	EACH	4.000	420.00
Mechanical Joint 22.5 degree elbow		4.000	420.00
		0.000	0.00
4007                          W205.04	57.75	0.000	0.00
100 mm WATER MAIN PIPE	m	16.600	958.65
C900 Water Line		16.600	958.65
		0.000	0.00
4008                          W200.09	27.30	0.000	0.00
WATER FITTINGS	EACH	4.000	109.20
50 mm CouplingDresser		4.000	109.20
		0.000	0.00
4009                          W200.09	15.75	0.000	0.00
WATER FITTINGS	EACH	1.000	15.75
50 mm CouplingBrass		1.000	15.75
		0.000	0.00
4010                          W200.09	19.43	0.000	0.00
WATER FITTINGS	EACH	4.000	77.72
50 mm Brass Pipe Nipple - 75 mm long		4.000	77.72
		0.000	0.00
4011                          W200.09	6.56	0.000	0.00
WATER FITTINGS	EACH	1.000	6.56
50 mm Brass Plug		1.000	6.56
		0.000	0.00
4012                          W357.10	20.85	0.000	0.00
50 mm - 90 DEGREE BEND	EACH	1.000	20.85
50 mm Brass 90 degree elbow		1.000	20.85
		0.000	0.00
4013                          W200.09	92.93	0.000	0.00
WATER FITTINGS	EACH	2.000	185.86
50 mm Male IP Thread x 50 mm CTS		2.000	185.86
		0.000	0.00
4014                          W175.09	414.75	0.000	0.00
50 mm CORPORATION STOP	EACH	1.000	414.75
50 mm Corp. Stop w/ 6"x2" saddle		1.000	414.75
		0.000	0.00
4015                          W100.00	414.75	0.000	0.00
CURB STOP AND BOX	EACH	1.000	414.75
50 mm Curb Stop & Box		1.000	414.75
		0.000	0.00
4016                          W200.09	162.75	0.000	0.00
WATER FITTINGS	EACH	1.000	162.75
100 mm Offset		1.000	162.75
		0.000	0.00
4017                          W200.09	126.00	0.000	0.00
WATER FITTINGS	EACH	2.000	252.00
100 mm Mech. joint 11.25 degree elbow		2.000	252.00
		0.000	0.00
GROUP 4A WATER MAIN		Contracted	232,629.09
		Current	235,956.68
		In place	224,417.72
		This Estimate	1,292.66
GROUP 8B ELECTRICAL
0074                          A001.12	475.34	6.000	2,852.04
PULL BOX, TYPE PB-5	EACH	6.000	2,852.04
		6.000	2,852.04
		0.000	0.00
0075                          A009.08	1,779.90	17.000	30,258.30
STREET LIGHTING UNIT, TYPE SL-A-12.2-1.8-0.25	EACH	10.000	17,799.00
		9.000	16,019.10
		0.000	0.00
0076                          A009.29	2,112.64	1.000	2,112.64
STREET LIGHTING UNIT, TYPE SL-BT-12.2-1.8-0.25	EACH	1.000	2,112.64
		2.000	4,225.28
		0.000	0.00
0077                          A020.30	2,112.64	1.000	2,112.64
LIGHTING CONTROL CENTER, TYPE R	EACH	1.000	2,112.64
		1.000	2,112.64
		0.000	0.00
0078                          A070.10	8.66	695.000	6,018.70
38 mm CONDUIT IN TRENCH	m	729.000	6,313.14
		758.300	6,566.88
		0.000	0.00
0079                          A072.10	8.66	312.000	2,701.92
38 mm CONDUIT UNDER ROADWAY	m	107.000	926.62
		219.000	1,896.54
		0.000	0.00
0080                          A080.22	1.37	1,007.000	1,379.59
STREET LIGHTING CABLE, NO. 6 BARE	m	1,007.000	1,379.59
		1,026.200	1,405.89
		0.000	0.00
0081                          A080.24	2.11	2,014.000	4,249.54
STREET LIGHTING CABLE, NO. 6 USE	m	2,014.000	4,249.54
		2,410.400	5,085.94
		0.000	0.00
0082                          0030.81	4,225.28	1.000	4,225.28
MOBILIZATION	LS	1.000	4,225.28
		1.000	4,225.28
		0.000	0.00
4002                          A009.08	2,483.25	0.000	0.00
STREET LIGHTING UNIT, TYPE SL-A-12.2-1.8-0.25	EACH	7.000	17,382.75
STR. LIGHT UNIT TYPE SL-A-12.2-1.8-0.25 GV-AB FESTOON OUTLET		7.000	17,382.75
		0.000	0.00
4003                          A009.08	654.35	0.000	0.00
STREET LIGHTING UNIT, TYPE SL-A-12.2-1.8-0.25	EACH	7.000	4,580.45
STR LIGHT UNIT SL-A-12.2-1.8-0.25 DEL. BUT NOT INCORPORATED		7.000	4,580.45
		0.000	0.00
4004                          6970.00	446.25	0.000	0.00
FREIGHT	LS	1.000	446.25
ST LIGHT UNIT SL-A-12.2-1.8-0.25 DEL TO LINCOLN		1.000	446.25
		0.000	0.00
4018                          A074.12	48.30	0.000	0.00
38 mm CONDUIT JACKED	m	221.000	10,674.30
38 mm Conduit Jacked		142.200	6,868.26
		30.000	1,449.00
4019                          A003.10	262.50	0.000	0.00
TRAFFIC SIGNAL, TYPE TS-1	EACH	2.000	525.00
Traffic Signal, Type TS-1		2.000	525.00
		0.000	0.00
4020                          A077.12	1.94	0.000	0.00
2/C #14 AWG TRAFFIC SIGNAL CABLE	m	50.000	97.00
2/C #14 Traffic Signal Cable		63.300	122.80
		0.000	0.00
4022                          A017.59	369.60	0.000	0.00
POLE BASE	EACH	1.000	369.60
REMOVE & REINSTALL POWER FOUNDATION BASE		0.000	0.00
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	55,910.65
		Current	76,045.84
		In place	74,315.10
		This Estimate	1,449.00
GROUP 9 BITUMINOUS
0083                          L001.01	10,563.20	0.130	1,373.22
SEEDING, TYPE A	ha	0.130	1,373.22
		0.000	0.00
		0.000	0.00
0084                          L001.02	10,563.20	0.120	1,267.58
SEEDING, TYPE B	ha	0.120	1,267.58
		0.000	0.00
		0.000	0.00
0085                          L010.00	6.34	3,183.000	20,180.22
SODDING	m2	3,183.000	20,180.22
		0.000	0.00
		0.000	0.00
0086                          0030.30	15,172.35	1.000	15,172.35
MOBILIZATION	LS	1.000	15,172.35
		1.000	15,172.35
		0.000	0.00
0087                          1102.05	1.90	3,169.000	6,021.10
REMOVE ASPHALT SURFACING FROM PAVEMENT	m2	3,169.000	6,021.10
		2,924.620	5,556.78
		0.000	0.00
0088                          2010.03	20.96	176.000	3,688.96
CRUSHED ROCK SURFACE COURSE	Mg	176.000	3,688.96
		327.630	6,867.13
		0.000	0.00
0089                          2021.00	52.82	23.000	1,214.86
MAILBOX POST	EACH	23.000	1,214.86
		18.000	950.76
		0.000	0.00
0090                          3008.05	7.39	1,371.000	10,131.69
TIE BARS	EACH	1,371.000	10,131.69
		1,456.000	10,759.84
		0.000	0.00
0091                          3014.11	52.82	1,643.300	86,799.11
COMBINATION CONCRETE CLASS 47B-25 CURB AND GUTTER	m	1,643.300	86,799.11
		1,700.760	89,834.15
		0.000	0.00
0092                          3016.21	34.86	2,501.000	87,184.86
CONCRETE CLASS 47B-20 SIDEWALKS	m2	2,501.000	87,184.86
		2,581.828	90,002.52
		0.000	0.00
0093                          3016.24	48.06	36.000	1,730.16
200 mm CONCRETE CLASS 47B-20 SIDEWALKS	m2	36.000	1,730.16
		0.000	0.00
		0.000	0.00
0094                          3020.24	41.20	639.000	26,326.80
CONCRETE CLASS 47B-25 DRIVEWAY	m2	639.000	26,326.80
		1,477.454	60,871.11
		0.000	0.00
0095                          3040.11	163.12	28.200	4,599.98
CONCRETE PAVEMENT REPAIR, TYPE A, FULL DEPTH	m2	28.200	4,599.98
		48.486	7,909.04
		0.000	0.00
0096                          3040.12	111.56	229.100	25,558.40
CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH	m2	229.100	25,558.40
		120.400	13,431.83
		0.000	0.00
0097                          3040.13	98.42	636.100	62,604.96
CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH	m2	636.100	62,604.96
		1,232.818	121,333.95
		0.000	0.00
0098                          3041.25	407.54	34.000	13,856.36
BITUMINOUS PATCHING	Mg	34.000	13,856.36
		24.938	10,163.23
		0.000	0.00
0099                          3221.15	119.06	39.000	4,643.34
CONCRETE PAVEMENT, CLASS PR-25	m2	39.000	4,643.34
JOINT REPAIR		69.421	8,265.27
		0.000	0.00
0100                          8111.00	730.14	4.570	3,336.74
SHOULDER SUBGRADE PREPARATION	StaM	4.570	3,336.74
		4.570	3,336.74
		0.000	0.00
0101                          9000.75	25.46	500.000	12,730.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	500.000	12,730.00
SP4(12.5)		0.000	0.00
		0.000	0.00
0102                          9005.00	84.73	100.000	8,473.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	100.000	8,473.00
SP4(12.5)		0.000	0.00
		0.000	0.00
0103                          9005.45	41.93	3,860.000	161,849.80
ASPHALTIC CONCRETE, TYPE SP4(12.5)	Mg	3,860.000	161,849.80
		3,889.850	163,101.41
		0.000	0.00
0104                          9009.00	6.61	1,256.000	8,302.16
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	1,256.000	8,302.16
		1,518.408	10,036.68
		890.408	5,885.60
0105                          9009.75	31.58	941.000	29,716.78
TEMPORARY SURFACING	m2	941.000	29,716.78
200 mm		941.000	29,716.79
		0.000	0.00
0106                          9020.96	261.99	27.000	7,073.73
PERFORMANCE GRADED BINDER (70-28) FOR STATE MAINTENANCEPATCHING	Mg	27.000	7,073.73
		0.000	0.00
		0.000	0.00
0107                          9021.04	261.99	213.840	56,023.94
PERFORMANCE GRADED BINDER (70-28)	Mg	213.840	56,023.94
		190.351	49,870.06
		0.000	0.00
0108                          9034.00	1.29	937.000	1,208.73
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	937.000	1,208.73
		1,761.061	2,271.76
		283.607	365.85
0109                          9053.00	0.21	8,730.000	1,833.30
TACK COAT	L	8,730.000	1,833.30
		17,127.125	3,596.70
		0.000	0.00
0110                          9111.00	1.67	109.000	182.03
WATER	kL	109.000	182.03
		0.000	0.00
		0.000	0.00
0111                          9170.00	728.86	18.050	13,155.92
EARTH SHOULDER CONSTRUCTION	StaM	18.050	13,155.92
		18.050	13,155.92
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	676,240.08
		Current	676,240.08
		In place	716,204.02
		This Estimate	6,251.45
GROUP 10 GENERAL ITEMS
0112                          0001.08	0.50	1,655.000	827.50
BARRICADE, TYPE II	BDAY	1,655.000	827.50
		8,590.000	4,295.00
		0.000	0.00
0113                          0001.10	1.95	2,002.000	3,903.90
BARRICADE, TYPE III	BDAY	2,002.000	3,903.90
		2,975.000	5,801.25
		0.000	0.00
0114                          0001.30	2.38	460.000	1,094.80
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	460.000	1,094.80
		226.000	537.88
		0.000	0.00
0115                          0001.75	5.28	620.000	3,273.60
TEMPORARY SIGN DAY	EACH	620.000	3,273.60
		74.000	390.72
		0.000	0.00
0116                          0001.90	0.26	5,666.000	1,473.16
SIGN DAY	EACH	5,666.000	1,473.16
		4,626.000	1,202.76
		0.000	0.00
0117                          0002.55	23.77	22.660	538.63
OVERLAY BROKEN LINES	StaM	22.660	538.63
		11.300	268.60
		0.000	0.00
0118                          0003.10	184.04	80.000	14,723.20
FLAGGING	DAY	80.000	14,723.20
		192.500	35,427.70
		0.000	0.00
0119                          0010.04	1,584.48	1.000	1,584.48
FIELD OFFICE	EACH	1.000	1,584.48
		1.000	1,584.48
		0.000	0.00
0120                          0030.10	13,270.94	1.000	13,270.94
MOBILIZATION	LS	1.000	13,270.94
		0.330	4,379.41
		0.000	0.00
0121                          9110.01	72.07	15.000	1,081.05
RENTAL OF LOADER, FULLY OPERATED	HOUR	15.000	1,081.05
		10.000	720.71
		0.000	0.00
0122                          9110.02	61.21	10.000	612.10
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	10.000	612.10
		18.000	1,101.78
		0.000	0.00
0123                          9110.03	55.95	15.000	839.25
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	15.000	839.25
		9.000	503.55
		0.000	0.00
0124                          9110.07	45.91	15.000	688.65
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	15.000	688.65
		14.500	665.71
		0.000	0.00
4023                          0002.31	1.72	0.000	0.00
TEMPORARY PAVEMENT MARKING	m	697.900	1,200.39
Temporary Pavement Marking (detour)		0.000	0.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	43,911.26
		Current	45,111.65
		In place	56,879.55
		This Estimate	0.00
Totals for contract		Contracted	1,279,164.34
		Current	1,304,547.42
		In place	1,329,953.37
		This Estimate	4,824.61