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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	2207 UNITED CONTRACTORS, INC.
Contract ID:	4947
Estimate Number:	0021
Pay Period End Date:	07.26.2003

Contract Location:
ELM CREEK VIADUCT	Estimate Type:	PROG
Contractor:
UNITED CONTRACTORS, INC.	Date Let:	04.18.2002
6678 NW 62ND AVE	Date Awarded:	04.29.2002
PO BOX 347	Date Contract Executed:	05.13.2002
	Date Notice to Proceed:	05.13.2002
JOHNSTON IA 50131	Date Work Began:	06.17.2002
Phone:	Date Physical Work Completed:
(515)276-6162	Date Accepted:
Escrow Agent:
Surety Co:
UNITED FIRE & CASUALTY COMPANY

Counties
BUFFALO

Project Number		PCT			Fed State Project Number		Description
41947 000		0.000			TMT-183-2(1004)		GR CULV BR GDRL ELEC BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$4,134,415.89	$4,007,755.78	$126,660.11
$4,250,197.87	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$4,134,415.89	$4,007,755.78	$126,660.11
$4,282,819.97	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
97.28%	Net Earnings	$4,109,415.89	$3,982,755.78	$126,660.11
	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	$1,381.15	$1,119.14	$262.01
	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	$1,381.15	$1,119.14	$262.01
	Payment	$4,110,797.04	$3,983,874.92	$126,922.12
Project Manager			Div. Head/Dist. Eng.
Farber, Tom	07.28.2003		Meyer, Keith	07.28.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	07.29.2003
Controller Div. Processed
Burling, Laurie	07.29.2003

		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	250.00	4.000	1,000.00
COVER CROP SEEDING	ha	4.000	1,000.00
		0.000	0.00
		0.000	0.00
0002                          L006.50	7,500.00	0.730	5,475.00
TEMPORARY SEEDING	ha	0.730	5,475.00
		0.000	0.00
		0.000	0.00
0003                          L020.00	1.50	45,124.000	67,686.00
EROSION CONTROL	m2	45,124.000	67,686.00
		0.000	0.00
		0.000	0.00
0004                          L020.09	12.00	529.600	6,355.20
EROSION CONTROL, TYPE AAA	m2	529.600	6,355.20
		0.000	0.00
		0.000	0.00
0005                          L020.10	1.50	4,570.000	6,855.00
EROSION CONTROL, TYPE HV	m2	4,570.000	6,855.00
		0.000	0.00
		0.000	0.00
0006                          L021.06	11.00	84.000	924.00
EROSION CHECKS, TYPE HV	BALE	84.000	924.00
		0.000	0.00
		0.000	0.00
0007                          L022.11	9.84	190.000	1,869.60
FABRIC SILT FENCE-LOW POROSITY	m	190.000	1,869.60
		171.400	1,686.58
		0.000	0.00
0008                          L022.12	9.84	40.000	393.60
FABRIC SILT FENCE-HIGH POROSITY	m	40.000	393.60
		51.000	501.84
		0.000	0.00
0009                          L022.75	20.00	65.000	1,300.00
TEMPORARY SILT CHECK	m	65.000	1,300.00
		0.000	0.00
		0.000	0.00
0010                          P300.24	55.00	26.600	1,463.00
600 mm CULVERT PIPE, TYPE 3,4 OR 5	m	26.600	1,463.00
		28.000	1,540.00
		0.000	0.00
0011                          0030.10	42,500.00	1.000	42,500.00
MOBILIZATION	LS	1.000	42,500.00
		1.000	42,500.00
		0.000	0.00
0012                          1009.00	4,000.00	1.000	4,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	4,000.00
		1.000	4,000.00
		0.000	0.00
0013                          1010.01	2.50	15,774.000	39,435.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	15,774.000	39,435.00
		15,774.000	39,435.00
		15,774.000	39,435.00
0014                          1011.00	2.15	18,200.000	39,130.00
WATER	kL	18,200.000	39,130.00
		12,806.194	27,533.33
		203.854	438.29
0015                          1012.00	60.00	20.000	1,200.00
RIGHT-OF-WAY MARKERS	EACH	20.000	1,200.00
		11.000	660.00
		0.000	0.00
0016                          1030.00	4.60	336,999.000	1,550,195.40
EARTHWORK MEASURED IN EMBANKMENT	m3	317,551.000	1,460,734.60
		315,551.000	1,451,534.60
		10,051.000	46,234.60
0017                          1101.00	3.45	16,885.000	58,253.25
REMOVE PAVEMENT	m2	16,885.000	58,253.25
		15,683.740	54,108.91
		4,265.710	14,716.70
0018                          1102.00	3.45	4,832.000	16,670.40
REMOVE ASPHALT SURFACE	m2	4,832.000	16,670.40
		5,927.000	20,448.15
		4,832.000	16,670.40
0019                          1701.24	40.00	60.700	2,428.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	60.700	2,428.00
		60.700	2,428.00
		13.500	540.00
0020                          4310.24	165.00	2.000	330.00
600 mm FLARED-END SECTION	EACH	2.000	330.00
		2.000	330.00
		0.000	0.00
GROUP 1 GRADING		Contracted	1,847,463.45
		Current	1,758,002.65
		In place	1,646,706.41
		This Estimate	118,034.99
GROUP 1A MSE WALL
0021                          0030.10	20,000.00	1.000	20,000.00
MOBILIZATION	LS	1.000	20,000.00
		1.000	20,000.00
		0.000	0.00
0022                          4095.00	170.00	1,100.500	187,085.00
CONCRETE FACE PANELS	m2	1,100.500	187,085.00
		1,088.600	185,062.00
		0.000	0.00
0023                          4095.10	40.00	215.800	8,632.00
CONCRETE LEVELING PADS	m	209.700	8,388.00
		202.689	8,107.56
		0.000	0.00
0024                          4095.20	180.00	224.500	40,410.00
COPING	m	215.300	38,754.00
		203.450	36,621.00
		0.000	0.00
0025                          4095.50	4,000.00	1.000	4,000.00
SHORING FOR MECHANICALLY STABILIZED EARTH STRUCTURES	LS	1.000	4,000.00
		1.000	4,000.00
		0.000	0.00
0026                          4350.21	41.00	288.500	11,828.50
525 mm CORRUGATED METAL PIPE	m	288.500	11,828.50
		288.500	11,828.50
		0.000	0.00
0027                          8024.75	20.00	5,791.000	115,820.00
SELECT GRANULAR BACKFILL FOR MSE WALL	m3	5,791.000	115,820.00
		5,712.000	114,240.00
		0.000	0.00
GROUP 1A MSE WALL		Contracted	387,775.50
		Current	385,875.50
		In place	379,859.06
		This Estimate	0.00
GROUP 4 CULVERTS
0028                          P120.36	210.00	5.600	1,176.00
900 mm CULVERT PIPE, TYPE 2	m	5.600	1,176.00
		5.600	1,176.00
		0.000	0.00
0029                          P128.36	152.00	21.500	3,268.00
900 mm CULVERT PIPE, TYPE 2 CLASS IV	m	21.500	3,268.00
		21.500	3,268.00
		0.000	0.00
0030                          P200.48	239.00	42.900	10,253.10
1200 mm CULVERT PIPE, TYPE 2 OR 5	m	42.900	10,253.10
		42.900	10,253.10
		0.000	0.00
0031                          P400.24	106.00	98.900	10,483.40
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	98.900	10,483.40
		99.000	10,494.00
		34.600	3,667.60
0032                          P400.30	135.00	19.500	2,632.50
750 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	19.500	2,632.50
		19.500	2,632.50
		0.000	0.00
0033                          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
0034                          4004.50	2.70	449.000	1,212.30
CAST IRON GRATE AND FRAME	kg	449.000	1,212.30
		0.000	0.00
		0.000	0.00
0035                          4035.00	110.00	8.000	880.00
REMOVE FLARED-END SECTION	EACH	8.000	880.00
		6.000	660.00
		2.000	220.00
0036                          4050.01	10.00	532.000	5,320.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	532.000	5,320.00
		508.000	5,080.00
		117.000	1,170.00
0037                          4105.59	690.00	2.000	1,380.00
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	2.000	1,380.00
		2.000	1,380.00
		0.000	0.00
0038                          4130.06	850.00	0.780	663.00
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG	m3	0.780	663.00
		1.040	884.00
		0.220	187.00
0039                          4155.50	2.00	72.000	144.00
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	72.000	144.00
		66.000	132.00
		0.000	0.00
0040                          4310.24	220.00	6.000	1,320.00
600 mm FLARED-END SECTION	EACH	6.000	1,320.00
		6.000	1,320.00
		2.000	440.00
0041                          4310.30	300.00	1.000	300.00
750 mm FLARED-END SECTION	EACH	1.000	300.00
		1.000	300.00
		0.000	0.00
0042                          4310.36	410.00	1.000	410.00
900 mm FLARED-END SECTION	EACH	1.000	410.00
		1.000	410.00
		0.000	0.00
0043                          4310.48	785.00	1.000	785.00
1200 mm FLARED-END SECTION	EACH	1.000	785.00
		1.000	785.00
		0.000	0.00
0044                          4880.36	650.00	21.500	13,975.00
JACKING 900 mm CULVERT PIPE, TYPE 2 CLASS IV	m	21.500	13,975.00
		21.500	13,975.00
		0.000	0.00
GROUP 4 CULVERTS		Contracted	60,202.30
		Current	60,202.30
		In place	58,749.60
		This Estimate	5,684.60
GROUP 6 BRIDGE AT STA. 14+08.35
0045                          0030.60	120,000.00	1.000	120,000.00
MOBILIZATION	LS	1.000	120,000.00
		1.000	120,000.00
		0.000	0.00
0046                          3050.15	275.00	142.900	39,297.50
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	142.900	39,297.50
		142.900	39,297.50
		0.000	0.00
0047                          3051.10	1.20	9,320.000	11,184.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	9,320.000	11,184.00
		9,320.000	11,184.00
		0.000	0.00
0048                          6000.10	4,000.00	1.000	4,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	4,000.00
		1.000	4,000.00
		0.000	0.00
0049                          6000.11	4,000.00	1.000	4,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	4,000.00
		1.000	4,000.00
		0.000	0.00
0050                          6000.20	35,000.00	1.000	35,000.00
PIER NO.1 EXCAVATION	LS	1.000	35,000.00
		1.000	35,000.00
		0.000	0.00
0051                          6000.21	4,000.00	1.000	4,000.00
PIER NO.2 EXCAVATION	LS	1.000	4,000.00
		1.000	4,000.00
		0.000	0.00
0052                          6005.78	1,000.00	15.000	15,000.00
EXPANSION BEARING, TFE TYPE	EACH	15.000	15,000.00
		15.000	15,000.00
		0.000	0.00
0053                          6005.83	750.00	5.000	3,750.00
FIXED BEARING	EACH	5.000	3,750.00
		5.000	3,750.00
		0.000	0.00
0054                          6010.22	425.00	224.700	95,497.50
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	224.700	95,497.50
		224.700	95,497.50
		0.000	0.00
0055                          6010.26	431.00	446.000	192,226.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	454.900	196,061.90
		454.900	196,061.90
		0.000	0.00
0056                          6071.11	540,000.00	1.000	540,000.00
STEEL SUPERSTRUCTURE	LS	1.000	540,000.00
AT STA. 14+08.35		1.000	540,000.00
		0.000	0.00
0057                          6131.50	1.20	65,980.000	79,176.00
EPOXY COATED REINFORCING STEEL	kg	74,220.000	89,064.00
		74,289.000	89,146.80
		0.000	0.00
0058                          6139.50	40.00	84.000	3,360.00
SUBSURFACE DRAINAGE MATTING	m2	84.000	3,360.00
		84.000	3,360.00
		0.000	0.00
0059                          6210.50	66.00	1,088.100	71,814.60
PIPE PILING	m	1,423.400	93,944.40
		1,413.718	93,305.39
		0.000	0.00
0060                          6610.45	400.00	28.700	11,480.00
STRIP SEALS	m	28.700	11,480.00
		28.700	11,480.00
		0.000	0.00
0061                          7110.06	120.00	79.200	9,504.00
1.8 METER CHAIN-LINK FENCE	m	79.200	9,504.00
		79.200	9,504.00
		0.000	0.00
0062                          8091.00	25.00	200.000	5,000.00
GRANULAR BACKFILL	m3	200.000	5,000.00
		200.000	5,000.00
		0.000	0.00
4001                          6210.60	39.60	0.000	0.00
PAY CUT-OFF FOR PIPE PILE	m	5.000	198.00
Authorized cut-off of bearing steel pipe piling, per 1997 Standard Specifications for Highway Construction		13.262	525.18
		0.000	0.00
4002                          6210.61	132.00	0.000	0.00
PILE SPLICE	EACH	3.000	396.00
Splicing of Pipe Piling at Grade Beam #1		3.000	396.00
		0.000	0.00
GROUP 6 BRIDGE AT STA. 14+08.35		Contracted	1,244,289.60
		Current	1,280,737.30
		In place	1,280,508.27
		This Estimate	0.00
GROUP 7 GUARDRAIL
0063                          0030.70	1,400.00	1.000	1,400.00
MOBILIZATION	LS	1.000	1,400.00
		1.000	1,400.00
		0.000	0.00
0064                          7011.20	40.00	91.200	3,648.00
W-BEAM GUARDRAIL	m	91.200	3,648.00
		91.200	3,648.00
		0.000	0.00
0065                          7020.00	1,100.00	4.000	4,400.00
BRIDGE APPROACH SECTIONS	EACH	4.000	4,400.00
		4.000	4,400.00
		0.000	0.00
0066                          7024.27	1,500.00	4.000	6,000.00
GUARDRAIL END TREATMENT, TYPE II	EACH	4.000	6,000.00
		4.000	6,000.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	15,448.00
		Current	15,448.00
		In place	15,448.00
		This Estimate	0.00
GROUP 8B ELECTRICAL
0067                          A001.12	350.00	2.000	700.00
PULL BOX, TYPE PB-5	EACH	2.000	700.00
		2.000	700.00
		0.000	0.00
0068                          A009.14	1,750.00	5.000	8,750.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25	EACH	5.000	8,750.00
		5.000	8,750.00
		0.000	0.00
0069                          A020.10	804.00	2.000	1,608.00
LIGHTING CONTROL CENTER, TYPE D	EACH	2.000	1,608.00
		2.000	1,608.00
		0.000	0.00
0070                          A070.10	7.50	157.000	1,177.50
38 mm CONDUIT IN TRENCH	m	157.000	1,177.50
		164.700	1,235.25
		0.000	0.00
0071                          A072.10	7.50	50.000	375.00
38 mm CONDUIT UNDER ROADWAY	m	50.000	375.00
		31.400	235.50
		0.000	0.00
0072                          A074.12	45.00	11.000	495.00
38 mm CONDUIT, JACKED	m	11.000	495.00
		37.000	1,665.00
		0.000	0.00
0073                          A080.22	2.10	218.000	457.80
STREET LIGHTING CABLE, NO. 6 BARE	m	218.000	457.80
		233.100	489.51
		0.000	0.00
0074                          A080.24	2.40	436.000	1,046.40
STREET LIGHTING CABLE, NO. 6 USE	m	436.000	1,046.40
		466.200	1,118.88
		0.000	0.00
0075                          0030.81	1,700.00	1.000	1,700.00
MOBILIZATION	LS	1.000	1,700.00
		0.959	1,630.30
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	16,309.70
		Current	16,309.70
		In place	17,432.44
		This Estimate	0.00
GROUP 9 BITUMINOUS
0076                          L001.02	1,146.00	4.020	4,606.92
SEEDING, TYPE B	ha	4.020	4,606.92
		0.000	0.00
		0.000	0.00
0077                          L032.75	75.00	20.000	1,500.00
MULCH	Mg	20.000	1,500.00
		0.000	0.00
		0.000	0.00
0078                          P400.15	84.00	39.700	3,334.80
375 mm CULVERT PIPE, TYPE 2, 5, 7, OR 8	m	39.700	3,334.80
		40.200	3,376.80
		0.000	0.00
0079                          P402.15	84.00	103.900	8,727.60
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	103.900	8,727.60
		103.800	8,719.20
		0.000	0.00
0080                          0030.30	52,000.00	1.000	52,000.00
MOBILIZATION	LS	1.000	52,000.00
		1.000	52,000.00
		0.000	0.00
0081                          2001.00	35.00	40.000	1,400.00
GRAVEL SURFACE COURSE	m3	40.000	1,400.00
		23.120	809.20
		0.000	0.00
0082                          4024.55	153.00	57.700	8,828.10
FLUME SPILLWAY	m	57.700	8,828.10
		57.700	8,828.10
		15.000	2,295.00
0083                          4024.59	2,400.00	1.000	2,400.00
CONCRETE FLUME	EACH	1.000	2,400.00
AT STA. 11+12.60 RT.		1.000	2,400.00
		0.000	0.00
0084                          4024.60	2,400.00	1.000	2,400.00
CONCRETE FLUME	EACH	1.000	2,400.00
AT STA. 13+06.08 RT.		1.000	2,400.00
		0.000	0.00
0085                          4024.61	2,400.00	1.000	2,400.00
CONCRETE FLUME	EACH	1.000	2,400.00
AT STA. 13+16.35 LT.		1.000	2,400.00
		0.000	0.00
0086                          4024.64	2,400.00	1.000	2,400.00
CONCRETE FLUME	EACH	1.000	2,400.00
AT STA. 15+00.92 RT.		1.000	2,400.00
		0.000	0.00
0087                          4024.65	2,400.00	1.000	2,400.00
CONCRETE FLUME	EACH	1.000	2,400.00
AT STA. 15+08.47 LT.		1.000	2,400.00
		0.000	0.00
0088                          4024.70	2,050.00	4.000	8,200.00
CONCRETE FLUME, TYPE I	EACH	4.000	8,200.00
		4.000	8,200.00
		0.000	0.00
0089                          8111.00	270.00	29.902	8,073.54
SHOULDER SUBGRADE PREPARATION	StaM	29.902	8,073.54
		32.135	8,676.45
		0.000	0.00
0090                          9000.75	13.85	500.000	6,925.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	500.000	6,925.00
SPS		0.000	0.00
		0.000	0.00
0091                          9005.00	35.00	100.000	3,500.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	100.000	3,500.00
SP4(12.5)		12.100	423.50
		0.000	0.00
0092                          9005.23	13.85	3,110.000	43,073.50
ASPHALTIC CONCRETE, TYPE SPS	Mg	3,110.000	43,073.50
		3,441.479	47,664.48
		0.000	0.00
0093                          9005.45	26.85	9,570.000	256,954.50
ASPHALTIC CONCRETE, TYPE SP4(12.5)	Mg	9,570.000	256,954.50
		10,371.168	278,465.86
		0.000	0.00
0094                          9009.00	3.75	984.000	3,690.00
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	984.000	3,690.00
		679.000	2,546.25
		0.000	0.00
0095                          9020.92	206.55	27.000	5,576.85
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING	Mg	27.000	5,576.85
		0.000	0.00
		0.000	0.00
0096                          9021.03	206.55	167.940	34,688.01
PERFORMANCE GRADED BINDER (58-28)	Mg	167.940	34,688.01
		134.578	27,797.08
		0.000	0.00
0097                          9021.04	300.00	516.780	155,034.00
PERFORMANCE GRADED BINDER (70-28)	Mg	516.780	155,034.00
		562.597	168,779.10
		0.000	0.00
0098                          9030.00	6.70	1,214.000	8,133.80
CONSTRUCTING ASPHALTIC CONCRETE CURB	m	1,214.000	8,133.80
		1,208.500	8,096.95
		0.000	0.00
0099                          9033.00	1,000.00	1.000	1,000.00
CONSTRUCTING ASPHALTIC CONCRETE ISLAND NOSE	EACH	1.000	1,000.00
		1.000	1,000.00
		0.000	0.00
0100                          9034.00	3.00	984.000	2,952.00
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	984.000	2,952.00
		302.000	906.00
		0.000	0.00
0101                          9053.00	0.24	11,137.000	2,672.88
TACK COAT	L	11,137.000	2,672.88
		23,465.003	5,631.60
		0.000	0.00
0102                          9111.00	2.95	467.000	1,377.65
WATER	kL	467.000	1,377.65
		145.610	429.55
		0.000	0.00
0103                          9170.00	155.00	33.278	5,158.09
EARTH SHOULDER CONSTRUCTION	StaM	33.278	5,158.09
		29.382	4,554.21
		0.000	0.00
0104                          9173.00	685.00	30.608	20,966.48
SUBGRADE PREPARATION	StaM	30.608	20,966.48
		28.494	19,518.39
		0.000	0.00
0105                          9179.21	700.00	2.357	1,649.90
COLD MILLING, CLASS 1	StaM	2.357	1,649.90
		1.662	1,163.40
		0.000	0.00
0106                          9179.23	425.00	6.012	2,555.10
COLD MILLING, CLASS 3	StaM	6.012	2,555.10
		0.000	0.00
		0.000	0.00
0107                          9179.33	1.75	2,164.000	3,787.00
COLD MILLING, CLASS 3	m2	2,164.000	3,787.00
		1,408.703	2,465.23
		0.000	0.00
0108                          9188.50	25.00	278.000	6,950.00
SURFACING UNDER GUARDRAIL	m2	278.000	6,950.00
		237.488	5,937.20
		0.000	0.00
0109                          9300.50	1,000.00	1.000	1,000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING	LS	1.000	1,000.00
		1.000	1,000.00
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	676,315.72
		Current	676,315.72
		In place	678,988.55
		This Estimate	2,295.00
GROUP 10 GENERAL ITEMS
0110                          0001.08	0.50	5,250.000	2,625.00
BARRICADE, TYPE II	BDAY	5,250.000	2,625.00
		11,063.000	5,531.50
		248.000	124.00
0111                          0001.10	1.25	4,986.000	6,232.50
BARRICADE, TYPE III	BDAY	4,986.000	6,232.50
		6,507.000	8,133.75
		220.000	275.00
0112                          0001.30	0.70	1,676.000	1,173.20
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	1,676.000	1,173.20
		213.000	149.10
		0.000	0.00
0113                          0001.75	5.00	40.000	200.00
TEMPORARY SIGN DAY	EACH	40.000	200.00
		46.000	230.00
		0.000	0.00
0114                          0001.90	0.30	20,080.000	6,024.00
SIGN DAY	EACH	20,080.000	6,024.00
		24,301.000	7,290.30
		655.000	196.50
0115                          0002.30	2.00	400.000	800.00
PAVEMENT MARKING REMOVAL	m	400.000	800.00
		307.476	614.95
		0.000	0.00
0116                          0002.38	1.00	3,000.000	3,000.00
TEMPORARY PAVEMENT MARKING, TYPE I	m	0.000	0.00
		0.000	0.00
		0.000	0.00
0117                          0002.55	21.50	18.000	387.00
OVERLAY BROKEN LINES	StaM	18.000	387.00
		21.130	454.30
		0.000	0.00
0118                          0002.60	21.50	36.000	774.00
OVERLAY SOLID LINES	StaM	36.000	774.00
		42.790	919.99
		0.000	0.00
0119                          0003.10	170.00	10.000	1,700.00
FLAGGING	DAY	10.000	1,700.00
		12.500	2,125.00
		0.000	0.00
0120                          0010.04	2,000.00	1.000	2,000.00
FIELD OFFICE	EACH	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00
0121                          0030.10	6,000.00	1.000	6,000.00
MOBILIZATION	LS	1.000	6,000.00
		0.584	3,504.00
		0.000	0.00
0122                          9110.01	50.00	20.000	1,000.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	20.000	1,000.00
		1.000	50.00
		0.000	0.00
0123                          9110.02	50.00	10.000	500.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	10.000	500.00
		9.000	450.00
		1.000	50.00
0124                          9110.03	45.00	20.000	900.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	20.000	900.00
		1.000	45.00
		0.000	0.00
0125                          9110.06	50.00	20.000	1,000.00
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	20.000	1,000.00
		9.000	450.00
		0.000	0.00
0126                          9110.07	35.00	20.000	700.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	20.000	700.00
		8.250	288.75
		0.000	0.00
4003                          7502.04	8.03	0.000	0.00
100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4	m	125.000	1,003.75
		104.801	841.55
		0.000	0.00
4004                          7503.04	8.30	0.000	0.00
100 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4	m	2,000.000	16,600.00
		1,940.721	16,107.98
		0.000	0.00
4005                          7509.04	25.51	0.000	0.00
300 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4	m	175.000	4,464.25
		137.888	3,517.52
		0.000	0.00
4006                          0002.61	23.10	0.000	0.00
PLOWABLE PAVEMENT MARKER	EACH	80.000	1,848.00
		101.000	2,333.10
		0.000	0.00
4007                          0002.44	0.50	0.000	0.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT	m	2,750.000	1,375.00
		3,372.830	1,686.42
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	35,015.70
		Current	57,306.70
		In place	56,723.21
		This Estimate	645.50
Totals for contract		Contracted	4,282,819.97
		Current	4,250,197.87
		In place	4,134,415.54
		This Estimate	126,660.09