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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0083 WERNER CONSTRUCTION, INC.
Contract ID:	4913
Estimate Number:	0003
Pay Period End Date:	09.20.2003

Contract Location:
KEARNEY NORTH	Estimate Type:	PROG
Contractor:
WERNER CONSTRUCTION, INC.	Date Let:	05.22.2003
129 E 2ND ST	Date Awarded:	05.29.2003
PO BOX 1087	Date Contract Executed:	06.04.2003
	Date Notice to Proceed:	06.04.2003
HASTINGS NE 68902-1087	Date Work Began:	06.26.2003
Phone:	Date Physical Work Completed:
(402)463-4545	Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY

Counties
BUFFALO

Project Number		PCT			Fed State Project Number		Description
41913 000		0.000			EACSTPD-EACBR-10-2(111)		GR CP CULV SEED BR GDRL ELEC

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$245,458.77	$160,792.73	$84,666.04
$5,887,219.46	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$245,458.77	$160,792.73	$84,666.04
$5,884,195.46	Retainage	$-2,454.59	$-1,607.93	$-846.66
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
4.17%	Net Earnings	$243,004.18	$159,184.80	$83,819.38
	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	$15.15	$15.15	$.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	$15.15	$15.15	$.00
	Payment	$243,019.33	$159,199.95	$83,819.38
Project Manager			Div. Head/Dist. Eng.
Farber, Tom	09.22.2003		Meyer, Keith	09.22.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	09.23.2003
Controller Div. Processed
Burling, Laurie	09.23.2003

		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                          0030.10	21,000.00	1.000	21,000.00
MOBILIZATION	LS	1.000	21,000.00
		1.000	21,000.00
		0.000	0.00
0002                          1000.00	555.56	10.000	5,555.60
LARGE TREE REMOVAL	EACH	10.000	5,555.60
		22.000	12,222.32
		3.000	1,666.68
0003                          1009.00	11,111.11	1.000	11,111.11
GENERAL CLEARING AND GRUBBING	LS	1.000	11,111.11
		0.750	8,333.34
		0.150	1,666.67
0004                          1010.00	1.31	82,877.000	108,568.87
EXCAVATION	m3	82,877.000	108,568.87
		4,110.000	5,384.10
		0.000	0.00
0005                          1010.10	2.78	41,062.000	114,152.36
EXCAVATION, BORROW	m3	41,062.000	114,152.36
		17,531.000	48,736.18
		0.000	0.00
0006                          1011.00	2.64	9,295.000	24,538.80
WATER	kL	9,295.000	24,538.80
		2,282.682	6,026.28
		0.000	0.00
0007                          1012.00	62.00	110.000	6,820.00
RIGHT-OF-WAY MARKERS	EACH	110.000	6,820.00
		109.000	6,758.00
		109.000	6,758.00
0008                          1090.00	555.56	3.000	1,666.68
ABANDON WELLS	EACH	3.000	1,666.68
		0.000	0.00
		0.000	0.00
0009                          1101.25	8.20	1,700.000	13,940.00
SAWING PAVEMENT	m	1,700.000	13,940.00
		0.000	0.00
		0.000	0.00
0010                          1102.00	1.39	28,631.000	39,797.09
REMOVE ASPHALT SURFACE	m2	28,631.000	39,797.09
		0.000	0.00
		0.000	0.00
0011                          1106.00	1.94	3,924.000	7,612.56
REMOVE DRIVEWAY	m2	3,924.000	7,612.56
		0.000	0.00
		0.000	0.00
0012                          1124.00	277.78	1.000	277.78
REMOVE BUILDING	EACH	1.000	277.78
AT STA. 110+00 RT.		0.000	0.00
		0.000	0.00
0013                          1125.00	733.33	1.000	733.33
CLEAR TRACT	EACH	1.000	733.33
AT STA. 99+99 TO STA. 100+20 LT.		1.000	733.33
		0.000	0.00
0014                          1125.01	277.78	1.000	277.78
CLEAR TRACT	EACH	1.000	277.78
AT STA. 109+35 TO STA. 109+54 LT.		1.000	277.78
		0.000	0.00
0015                          1125.02	733.33	1.000	733.33
CLEAR TRACT	EACH	1.000	733.33
AT STA. 111+46 TO STA. 111+83 LT.		0.000	0.00
		0.000	0.00
0016                          1128.00	500.00	1.000	500.00
REMOVE SLAB	EACH	1.000	500.00
		0.000	0.00
		0.000	0.00
0017                          1701.18	46.27	101.700	4,705.66
450 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	101.700	4,705.66
		0.000	0.00
		0.000	0.00
0018                          1701.24	61.39	208.000	12,769.12
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	208.000	12,769.12
		0.000	0.00
		0.000	0.00
0019                          1701.30	90.66	50.000	4,533.00
750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	50.000	4,533.00
		0.000	0.00
		0.000	0.00
0020                          1701.36	108.20	58.000	6,275.60
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	58.000	6,275.60
		0.000	0.00
		0.000	0.00
0021                          1703.48	185.76	49.200	9,139.39
1200 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4 OR 5	m	49.200	9,139.39
		0.000	0.00
		0.000	0.00
0022                          1703.54	212.30	52.000	11,039.60
1350 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4 OR 5	m	52.000	11,039.60
		0.000	0.00
		0.000	0.00
0023                          1705.30	97.22	17.000	1,652.74
750 mm ROUND EQUIVALENT DRIVEWAY CULVERT PIPE,TYPE 2,3,4 OR 5	m	17.000	1,652.74
		0.000	0.00
		0.000	0.00
0024                          1705.36	114.94	64.000	7,356.16
900 mm ROUND EQUIVALENT DRIVEWAY CULVERT PIPE,TYPE 2,3,4 OR 5	m	64.000	7,356.16
		0.000	0.00
		0.000	0.00
0025                          4040.00	277.78	4.000	1,111.12
REMOVE HEADWALLS FROM CULVERTS	EACH	4.000	1,111.12
		0.000	0.00
		0.000	0.00
0026                          4045.00	555.56	1.000	555.56
REMOVE STRUCTURE	EACH	1.000	555.56
AT STA. 107+60.34 LT.		0.000	0.00
		0.000	0.00
0027                          4045.01	555.56	1.000	555.56
REMOVE STRUCTURE	EACH	1.000	555.56
AT STA. 114+19.18 LT.		0.000	0.00
		0.000	0.00
0028                          4310.48	1,204.38	4.000	4,817.52
1200 mm FLARED-END SECTION	EACH	4.000	4,817.52
		0.000	0.00
		0.000	0.00
0029                          4310.54	1,391.80	8.000	11,134.40
1350 mm FLARED-END SECTION	EACH	8.000	11,134.40
		0.000	0.00
		0.000	0.00
0030                          7017.00	3.33	356.400	1,186.81
REMOVE GUARDRAIL	m	356.400	1,186.81
		0.000	0.00
		0.000	0.00
0031                          L006.00	67.87	22.100	1,499.93
COVER CROP SEEDING	ha	22.100	1,499.93
		0.000	0.00
		0.000	0.00
0032                          L020.01	5.20	11,393.200	59,244.64
EROSION CONTROL, TYPE A	m2	11,393.200	59,244.64
		0.000	0.00
		0.000	0.00
0033                          L020.08	5.75	1,223.300	7,033.98
EROSION CONTROL, TYPE AA	m2	1,223.300	7,033.98
		0.000	0.00
		0.000	0.00
0034                          L020.09	12.00	2,389.500	28,674.00
EROSION CONTROL, TYPE AAA	m2	2,389.500	28,674.00
		0.000	0.00
		0.000	0.00
0035                          L020.10	1.55	1,102.200	1,708.41
EROSION CONTROL, TYPE HV	m2	1,102.200	1,708.41
		0.000	0.00
		0.000	0.00
0036                          L021.01	15.00	408.000	6,120.00
EROSION CHECKS, TYPE A	BALE	408.000	6,120.00
		0.000	0.00
		0.000	0.00
0037                          L021.06	15.00	652.000	9,780.00
EROSION CHECKS, TYPE HV	BALE	652.000	9,780.00
		0.000	0.00
		0.000	0.00
0038                          L021.11	16.00	192.000	3,072.00
EROSION CHECKS, TYPE ST-A	BALE	192.000	3,072.00
		0.000	0.00
		0.000	0.00
0039                          L021.21	16.00	84.000	1,344.00
EROSION CHECKS, TYPE AA	BALE	84.000	1,344.00
		0.000	0.00
		0.000	0.00
0040                          L022.11	6.00	4,033.000	24,198.00
FABRIC SILT FENCE-LOW POROSITY	m	4,033.000	24,198.00
		566.000	3,396.00
		566.000	3,396.00
0041                          L022.75	19.75	873.000	17,241.75
TEMPORARY SILT CHECK	m	873.000	17,241.75
		0.000	0.00
		0.000	0.00
GROUP 1 GRADING		Contracted	594,034.24
		Current	594,034.24
		In place	112,867.33
		This Estimate	13,487.35
GROUP 3 CONCRETE PAVEMENT
0042                          0030.30	155,000.00	1.000	155,000.00
MOBILIZATION	LS	1.000	155,000.00
		0.122	18,910.00
		0.000	0.00
0043                          2001.00	7.00	331.000	2,317.00
GRAVEL SURFACE COURSE	m3	331.000	2,317.00
		0.000	0.00
		0.000	0.00
0044                          2009.10	500.00	4.072	2,036.00
GRAVEL EMBEDMENT	StaM	4.072	2,036.00
		0.000	0.00
		0.000	0.00
0045                          2021.00	40.00	31.000	1,240.00
MAILBOX POST	EACH	31.000	1,240.00
		0.000	0.00
		0.000	0.00
0046                          3011.25	29.00	81.000	2,349.00
CONCRETE CLASS 47B-25 CURB TYPE II	m	81.000	2,349.00
		0.000	0.00
		0.000	0.00
0047                          3017.40	27.00	695.000	18,765.00
CONCRETE CLASS 47B-20 MEDIAN SURFACING	m2	695.000	18,765.00
		0.000	0.00
		0.000	0.00
0048                          3020.24	27.50	178.400	4,906.00
CONCRETE CLASS 47B-25 DRIVEWAY	m2	178.400	4,906.00
		0.000	0.00
		0.000	0.00
0049                          3075.46	36.85	25,413.200	936,476.42
230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	25,413.200	936,476.42
		0.000	0.00
		0.000	0.00
0050                          3089.25	32.91	5,835.000	192,029.85
TEMPORARY SURFACING	m2	5,835.000	192,029.85
200 mm		0.000	0.00
		0.000	0.00
0051                          3300.50	2,500.00	1.000	2,500.00
PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING	LS	1.000	2,500.00
		0.000	0.00
		0.000	0.00
0052                          7500.32	225.00	8.000	1,800.00
ARROW, PREFORMED PAVEMENT MARKING, TYPE 4	EACH	8.000	1,800.00
		0.000	0.00
		0.000	0.00
0053                          7502.14	7.05	3,700.000	26,085.00
100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	m	3,700.000	26,085.00
		0.000	0.00
		0.000	0.00
0054                          7503.14	7.38	3,200.000	23,616.00
100 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	m	3,200.000	23,616.00
		0.000	0.00
		0.000	0.00
0055                          7508.14	24.60	75.000	1,845.00
300 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	m	75.000	1,845.00
		0.000	0.00
		0.000	0.00
0056                          7509.14	26.25	35.000	918.75
300 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	m	35.000	918.75
		0.000	0.00
		0.000	0.00
0057                          8022.00	126.73	105.000	13,306.65
HYDRATED LIME	Mg	105.000	13,306.65
		0.000	0.00
		0.000	0.00
0058                          8029.84	2.33	25,413.000	59,212.29
BITUMINOUS FOUNDATION COURSE 100 mm	m2	25,413.000	59,212.29
		0.000	0.00
		0.000	0.00
0059                          8110.50	1,598.00	56.472	90,242.26
HYDRATED LIME SLURRY STABILIZATION	StaM	56.472	90,242.26
		0.000	0.00
		0.000	0.00
0060                          8111.00	300.00	168.108	50,432.40
SHOULDER SUBGRADE PREPARATION	StaM	168.108	50,432.40
		0.000	0.00
		0.000	0.00
0061                          9000.75	12.46	300.000	3,738.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	300.000	3,738.00
SPS		0.000	0.00
		0.000	0.00
0062                          9005.00	28.35	300.000	8,505.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	300.000	8,505.00
SP4(12.5)		0.000	0.00
		0.000	0.00
0063                          9005.23	12.46	17,720.000	220,791.20
ASPHALTIC CONCRETE, TYPE SPS	Mg	17,720.000	220,791.20
		0.000	0.00
		0.000	0.00
0064                          9005.45	20.49	14,850.000	304,276.50
ASPHALTIC CONCRETE, TYPE SP4(12.5)	Mg	14,850.000	304,276.50
		0.000	0.00
		0.000	0.00
0065                          9009.00	0.25	8,654.000	2,163.50
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	8,654.000	2,163.50
		0.000	0.00
		0.000	0.00
0066                          9020.92	210.00	16.200	3,402.00
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING	Mg	16.200	3,402.00
		0.000	0.00
		0.000	0.00
0067                          9021.01	210.00	956.880	200,944.80
PERFORMANCE GRADED BINDER (64-22)	Mg	956.880	200,944.80
		0.000	0.00
		0.000	0.00
0068                          9021.03	210.00	818.100	171,801.00
PERFORMANCE GRADED BINDER (58-28)	Mg	818.100	171,801.00
		0.000	0.00
		0.000	0.00
0069                          9034.00	0.25	8,654.000	2,163.50
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	8,654.000	2,163.50
		0.000	0.00
		0.000	0.00
0070                          9052.15	0.28	106,365.000	29,782.20
EMULSIFIED ASPHALT FOR HYDRATED LIME SLURRY STABILIZATION	L	106,365.000	29,782.20
		0.000	0.00
		0.000	0.00
0071                          9053.00	0.25	63,030.000	15,757.50
TACK COAT	L	63,030.000	15,757.50
		0.000	0.00
		0.000	0.00
0072                          9111.00	2.00	1,575.000	3,150.00
WATER	kL	1,575.000	3,150.00
		0.000	0.00
		0.000	0.00
0073                          9140.00	345.00	24.317	8,389.37
JOINT SEALING - ASPHALT TO CONCRETE	StaM	24.317	8,389.37
		0.000	0.00
		0.000	0.00
0074                          9170.00	350.00	11.282	3,948.70
EARTH SHOULDER CONSTRUCTION	StaM	11.282	3,948.70
		0.000	0.00
		0.000	0.00
0075                          9173.20	1.45	38,010.000	55,114.50
SUBGRADE PREPARATION	m2	38,010.000	55,114.50
		0.000	0.00
		0.000	0.00
0076                          9188.50	25.00	932.000	23,300.00
SURFACING UNDER GUARDRAIL	m2	932.000	23,300.00
		0.000	0.00
		0.000	0.00
0077                          9300.52	2,500.00	1.000	2,500.00
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D	LS	1.000	2,500.00
		0.000	0.00
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	2,644,805.38
		Current	2,644,805.38
		In place	18,910.00
		This Estimate	0.00
GROUP 4 CULVERTS
0078                          0030.40	5,200.00	1.000	5,200.00
MOBILIZATION	LS	1.000	5,200.00
		1.000	5,200.00
		0.500	2,600.00
0079                          1043.50	2.40	769.520	1,846.85
RIPRAP FILTER FABRIC	m2	769.520	1,846.85
		0.000	0.00
		0.000	0.00
0080                          4004.50	2.80	5,305.000	14,854.00
CAST IRON GRATE AND FRAME	kg	5,305.000	14,854.00
		0.000	0.00
		0.000	0.00
0081                          4035.00	85.00	4.000	340.00
REMOVE FLARED-END SECTION	EACH	4.000	340.00
		2.000	170.00
		2.000	170.00
0082                          4040.00	100.00	40.000	4,000.00
REMOVE HEADWALLS FROM CULVERTS	EACH	40.000	4,000.00
		2.000	200.00
		2.000	200.00
0083                          4044.01	1,600.00	1.000	1,600.00
PREPARATION OF STRUCTURE	EACH	1.000	1,600.00
AT STA. 177+62.78		0.000	0.00
		0.000	0.00
0084                          4050.01	10.00	1,169.000	11,690.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	1,169.000	11,690.00
		0.000	0.00
		0.000	0.00
0085                          4051.01	11.00	140.000	1,540.00
EXCAVATION FOR BOX CULVERTS	m3	140.000	1,540.00
		10.000	110.00
		10.000	110.00
0086                          4100.06	600.00	13.500	8,100.00
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL	m3	13.500	8,100.00
		13.500	8,100.00
		2.900	1,740.00
0087                          4101.06	376.00	92.400	34,742.40
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	92.400	34,742.40
		0.000	0.00
		0.000	0.00
0088                          4105.59	575.00	23.530	13,529.75
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	23.530	13,529.75
		0.000	0.00
		0.000	0.00
0089                          4150.00	2.00	990.000	1,980.00
REINFORCING STEEL FOR HEADWALL	kg	990.000	1,980.00
		990.000	1,980.00
		210.000	420.00
0090                          4151.00	1.50	6,397.000	9,595.50
REINFORCING STEEL FOR BOX CULVERT	kg	6,397.000	9,595.50
		0.000	0.00
		0.000	0.00
0091                          4155.50	2.00	896.000	1,792.00
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	896.000	1,792.00
		0.000	0.00
		0.000	0.00
0092                          4310.15	360.00	1.000	360.00
375 mm FLARED-END SECTION	EACH	1.000	360.00
		1.000	360.00
		1.000	360.00
0093                          4310.18	385.00	1.000	385.00
450 mm FLARED-END SECTION	EACH	1.000	385.00
		1.000	385.00
		1.000	385.00
0094                          4310.24	200.00	23.000	4,600.00
600 mm FLARED-END SECTION	EACH	23.000	4,600.00
		0.000	0.00
		0.000	0.00
0095                          4310.30	270.00	4.000	1,080.00
750 mm FLARED-END SECTION	EACH	4.000	1,080.00
		0.000	0.00
		0.000	0.00
0096                          4310.36	360.00	6.000	2,160.00
900 mm FLARED-END SECTION	EACH	6.000	2,160.00
		0.000	0.00
		0.000	0.00
0097                          4310.48	810.00	8.000	6,480.00
1200 mm FLARED-END SECTION	EACH	8.000	6,480.00
		0.000	0.00
		0.000	0.00
0098                          4320.48	700.00	2.000	1,400.00
1200 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	2.000	1,400.00
		0.000	0.00
		0.000	0.00
0099                          4670.05	50.00	26.780	1,339.00
CULVERT SANDFILL	m3	26.780	1,339.00
		8.550	427.50
		8.550	427.50
0100                          4870.15	440.00	19.800	8,712.00
JACKING 375 mm STORM SEWER PIPE, TYPE 1 CLASS IV	m	19.800	8,712.00
		19.800	8,712.00
		0.000	0.00
0101                          4875.18	465.00	26.000	12,090.00
JACKING 450 mm STORM SEWER PIPE, TYPE 1 CLASS IV	m	26.000	12,090.00
		26.000	12,090.00
		0.000	0.00
0102                          4885.48	1,000.00	50.000	50,000.00
JACKING 1200 mm CULVERT PIPE, TYPE 2 CLASS V	m	50.000	50,000.00
		0.000	0.00
		0.000	0.00
0103                          6040.00	700.00	1.000	700.00
REMOVE STRUCTURE	EACH	1.000	700.00
AT STA. 163+17.57 RT.		1.000	700.00
		1.000	700.00
0104                          6105.01	41.00	67.700	2,775.70
ROCK RIPRAP, TYPE A	Mg	67.700	2,775.70
		0.000	0.00
		0.000	0.00
0105                          6105.02	41.00	55.800	2,287.80
ROCK RIPRAP, TYPE B	Mg	55.800	2,287.80
		0.000	0.00
		0.000	0.00
0106                          6105.03	41.00	621.300	25,473.30
ROCK RIPRAP, TYPE C	Mg	621.300	25,473.30
		0.000	0.00
		0.000	0.00
0107                          P120.48	290.00	28.000	8,120.00
1200 mm CULVERT PIPE, TYPE 2	m	28.000	8,120.00
		0.000	0.00
		0.000	0.00
0108                          P129.48	284.00	50.000	14,200.00
1200 mm CULVERT PIPE, TYPE 2 CLASS V	m	50.000	14,200.00
		0.000	0.00
		0.000	0.00
0109                          P300.24	71.00	189.800	13,475.80
600 mm CULVERT PIPE, TYPE 3,4 OR 5	m	189.800	13,475.80
		0.000	0.00
		0.000	0.00
0110                          P300.30	97.00	18.400	1,784.80
750 mm CULVERT PIPE, TYPE 3,4 OR 5	m	18.400	1,784.80
		0.000	0.00
		0.000	0.00
0111                          P300.36	103.00	28.800	2,966.40
900 mm CULVERT PIPE, TYPE 3,4 OR 5	m	28.800	2,966.40
		0.000	0.00
		0.000	0.00
0112                          P300.48	175.00	35.600	6,230.00
1200 mm CULVERT PIPE, TYPE 3,4 OR 5	m	35.600	6,230.00
		0.000	0.00
		0.000	0.00
0113                          P372.48	212.00	28.000	5,936.00
1200 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2,4 OR 5	m	28.000	5,936.00
		0.000	0.00
		0.000	0.00
0114                          P500.30	118.00	14.000	1,652.00
750 mm CULVERT PIPE, TYPE 2,4,5,7 or 8	m	14.000	1,652.00
		0.000	0.00
		0.000	0.00
0115                          P500.36	137.00	45.000	6,165.00
900 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8	m	45.000	6,165.00
		0.000	0.00
		0.000	0.00
0116                          P700.15	70.00	28.000	1,960.00
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	28.000	1,960.00
		0.000	0.00
		0.000	0.00
0117                          P700.18	86.00	4.000	344.00
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	4.000	344.00
		4.000	344.00
		4.000	344.00
0118                          P700.24	116.00	294.000	34,104.00
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	294.000	34,104.00
		0.000	0.00
		0.000	0.00
0119                          P702.15	70.00	10.200	714.00
375 mm STORM SEWER PIPE, TYPE 1	m	10.200	714.00
		10.200	714.00
		10.200	714.00
0120                          P702.18	86.00	18.000	1,548.00
450 mm STORM SEWER PIPE, TYPE 1	m	18.000	1,548.00
		18.000	1,548.00
		18.000	1,548.00
0121                          P705.15	50.00	19.800	990.00
375 mm STORM SEWER PIPE, TYPE 1 CLASS IV	m	19.800	990.00
		19.800	990.00
		0.000	0.00
0122                          P705.18	46.00	26.000	1,196.00
450 mm STORM SEWER PIPE, TYPE 1 CLASS IV	m	26.000	1,196.00
		26.000	1,196.00
		0.000	0.00
GROUP 4 CULVERTS		Contracted	332,039.30
		Current	332,039.30
		In place	43,226.50
		This Estimate	9,718.50
GROUP 4A CULVERT AT STA. 161+27.67
0123                          0030.40	750.00	1.000	750.00
MOBILIZATION	LS	1.000	750.00
		0.000	0.00
		0.000	0.00
0124                          4044.00	2,200.00	1.000	2,200.00
PREPARATION OF STRUCTURE	EACH	1.000	2,200.00
AT STA. 161+27.67		0.000	0.00
		0.000	0.00
0125                          4051.01	12.00	220.000	2,640.00
EXCAVATION FOR BOX CULVERTS	m3	220.000	2,640.00
		0.000	0.00
		0.000	0.00
0126                          4101.06	396.00	82.430	32,642.28
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	82.430	32,642.28
		0.000	0.00
		0.000	0.00
0127                          4151.00	1.42	6,164.000	8,752.88
REINFORCING STEEL FOR BOX CULVERT	kg	6,164.000	8,752.88
		0.000	0.00
		0.000	0.00
GROUP 4A CULVERT AT STA. 161+27.67		Contracted	46,985.16
		Current	46,985.16
		In place	0.00
		This Estimate	0.00
GROUP 5 SEEDING
0128                          0030.50	3,250.00	1.000	3,250.00
MOBILIZATION	LS	1.000	3,250.00
		0.000	0.00
		0.000	0.00
0129                          L001.01	999.00	9.800	9,790.20
SEEDING, TYPE A	ha	9.800	9,790.20
		0.000	0.00
		0.000	0.00
0130                          L001.02	903.00	5.100	4,605.30
SEEDING, TYPE B	ha	5.100	4,605.30
		0.000	0.00
		0.000	0.00
0131                          L001.03	1,293.00	2.000	2,586.00
SEEDING, TYPE C	ha	2.000	2,586.00
		0.000	0.00
		0.000	0.00
0132                          L001.32	805.00	7.200	5,796.00
SEEDING, TYPE B-1	ha	7.200	5,796.00
		0.000	0.00
		0.000	0.00
0133                          L032.75	70.00	74.500	5,215.00
MULCH	Mg	74.500	5,215.00
		0.000	0.00
		0.000	0.00
0134                          L032.80	485.00	24.840	12,047.40
HYDROMULCH	Mg	24.840	12,047.40
		0.000	0.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	43,289.90
		Current	43,289.90
		In place	0.00
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 94+18
0135                          0030.60	8,500.00	1.000	8,500.00
MOBILIZATION	LS	1.000	8,500.00
		0.500	4,250.00
		0.500	4,250.00
0136                          1010.01	13.00	550.000	7,150.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	550.000	7,150.00
		0.000	0.00
		0.000	0.00
0137                          1043.50	2.40	72.000	172.80
RIPRAP FILTER FABRIC	m2	72.000	172.80
		0.000	0.00
		0.000	0.00
0138                          3050.15	300.00	251.600	75,480.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	251.600	75,480.00
		0.000	0.00
		0.000	0.00
0139                          3051.10	1.42	18,280.000	25,957.60
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	18,280.000	25,957.60
		0.000	0.00
		0.000	0.00
0140                          6000.10	2,200.00	1.000	2,200.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,200.00
		0.000	0.00
		0.000	0.00
0141                          6000.11	2,200.00	1.000	2,200.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,200.00
		0.000	0.00
		0.000	0.00
0142                          6010.22	395.00	116.900	46,175.50
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	116.900	46,175.50
		9.620	3,799.90
		9.620	3,799.90
0143                          6010.26	395.00	114.600	45,267.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	114.600	45,267.00
		0.000	0.00
		0.000	0.00
0144                          6011.11	165,000.00	1.000	165,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	165,000.00
AT STA. 94+18		0.000	0.00
		0.000	0.00
0145                          6040.00	6,900.00	1.000	6,900.00
REMOVE STRUCTURE	EACH	1.000	6,900.00
AT STA. 94+11.18 RT.		0.000	0.00
		0.000	0.00
0146                          6080.00	3.90	2,985.000	11,641.50
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	2,985.000	11,641.50
		0.000	0.00
		0.000	0.00
0147                          6104.00	19.00	29.000	551.00
BROKEN CONCRETE RIPRAP	Mg	29.000	551.00
		0.000	0.00
		0.000	0.00
0148                          6131.50	1.32	24,340.000	32,128.80
EPOXY COATED REINFORCING STEEL	kg	24,340.000	32,128.80
		582.500	768.90
		582.500	768.90
0149                          6210.50	84.00	1,708.000	143,472.00
PIPE PILING	m	1,708.000	143,472.00
		548.490	46,073.16
		548.490	46,073.16
0150                          6251.00	2,000.00	4.000	8,000.00
TEST PILE	EACH	4.000	8,000.00
		3.000	6,000.00
		2.000	4,000.00
0151                          6310.00	85.00	500.100	42,508.50
STEEL SHEET PILING	m2	500.100	42,508.50
		0.000	0.00
		0.000	0.00
0152                          6510.55	4,900.00	1.000	4,900.00
TEMPORARY BRIDGE SHORING	LS	1.000	4,900.00
		0.000	0.00
		0.000	0.00
0153                          8091.00	12.00	310.000	3,720.00
GRANULAR BACKFILL	m3	310.000	3,720.00
		0.000	0.00
		0.000	0.00
4001                          6210.60	50.40	0.000	0.00
PAY CUT-OFF FOR PIPE PILE	m	60.000	3,024.00
Authorized cut-off of bearing steel pipe piling		31.830	1,604.23
		31.830	1,604.23
GROUP 6 BRIDGE AT STA. 94+18		Contracted	631,924.70
		Current	634,948.70
		In place	62,496.19
		This Estimate	60,496.19
GROUP 6A BRIDGE AT STA. 104+77.5
0154                          0030.60	8,500.00	1.000	8,500.00
MOBILIZATION	LS	1.000	8,500.00
		0.000	0.00
		0.000	0.00
0155                          1010.01	12.00	2,065.000	24,780.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	2,065.000	24,780.00
		0.000	0.00
		0.000	0.00
0156                          1043.50	2.00	1,032.000	2,064.00
RIPRAP FILTER FABRIC	m2	1,032.000	2,064.00
		0.000	0.00
		0.000	0.00
0157                          3050.15	300.00	185.000	55,500.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	185.000	55,500.00
		0.000	0.00
		0.000	0.00
0158                          3051.10	1.42	13,825.000	19,631.50
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	13,825.000	19,631.50
		0.000	0.00
		0.000	0.00
0159                          6000.10	2,200.00	1.000	2,200.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,200.00
		0.000	0.00
		0.000	0.00
0160                          6000.11	2,200.00	1.000	2,200.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,200.00
		0.000	0.00
		0.000	0.00
0161                          6001.00	4,800.00	1.000	4,800.00
BENT NO.1 EXCAVATION	LS	1.000	4,800.00
		0.000	0.00
		0.000	0.00
0162                          6001.01	4,800.00	1.000	4,800.00
BENT NO.2 EXCAVATION	LS	1.000	4,800.00
		0.000	0.00
		0.000	0.00
0163                          6010.22	395.00	267.900	105,820.50
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	267.900	105,820.50
		0.000	0.00
		0.000	0.00
0164                          6010.26	395.00	169.400	66,913.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	169.400	66,913.00
		0.000	0.00
		0.000	0.00
0165                          6011.11	194,000.00	1.000	194,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	194,000.00
AT STA. 104+77.5		0.000	0.00
		0.000	0.00
0166                          6040.01	11,500.00	1.000	11,500.00
REMOVE STRUCTURE	EACH	1.000	11,500.00
AT STA. 104+82.04		0.000	0.00
		0.000	0.00
0167                          6080.00	3.25	3,315.000	10,773.75
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	3,315.000	10,773.75
		0.000	0.00
		0.000	0.00
0168                          6104.00	12.00	27.000	324.00
BROKEN CONCRETE RIPRAP	Mg	27.000	324.00
		0.000	0.00
		0.000	0.00
0169                          6105.02	44.00	937.000	41,228.00
ROCK RIPRAP, TYPE B	Mg	937.000	41,228.00
		0.000	0.00
		0.000	0.00
0170                          6131.50	1.32	33,345.000	44,015.40
EPOXY COATED REINFORCING STEEL	kg	33,345.000	44,015.40
		0.000	0.00
		0.000	0.00
0171                          6210.50	84.00	850.500	71,442.00
PIPE PILING	m	850.500	71,442.00
		0.000	0.00
		0.000	0.00
0172                          6251.00	2,000.00	2.000	4,000.00
TEST PILE	EACH	2.000	4,000.00
		0.000	0.00
		0.000	0.00
0173                          6310.00	85.00	499.200	42,432.00
STEEL SHEET PILING	m2	499.200	42,432.00
		0.000	0.00
		0.000	0.00
0174                          6510.55	5,800.00	1.000	5,800.00
TEMPORARY BRIDGE SHORING	LS	1.000	5,800.00
		0.000	0.00
		0.000	0.00
0175                          8091.00	12.00	260.000	3,120.00
GRANULAR BACKFILL	m3	260.000	3,120.00
		0.000	0.00
		0.000	0.00
GROUP 6A BRIDGE AT STA. 104+77.5		Contracted	725,844.15
		Current	725,844.15
		In place	0.00
		This Estimate	0.00
GROUP 6B BRIDGE AT STA. 125+03.6
0176                          0030.60	8,500.00	1.000	8,500.00
MOBILIZATION	LS	1.000	8,500.00
		0.000	0.00
		0.000	0.00
0177                          1010.01	12.00	935.000	11,220.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	935.000	11,220.00
		0.000	0.00
		0.000	0.00
0178                          1043.50	2.00	709.000	1,418.00
RIPRAP FILTER FABRIC	m2	709.000	1,418.00
		0.000	0.00
		0.000	0.00
0179                          3050.15	300.00	150.400	45,120.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	150.400	45,120.00
		0.000	0.00
		0.000	0.00
0180                          3051.10	1.32	10,545.000	13,919.40
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	10,545.000	13,919.40
		0.000	0.00
		0.000	0.00
0181                          6000.10	2,400.00	1.000	2,400.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,400.00
		0.000	0.00
		0.000	0.00
0182                          6000.11	2,400.00	1.000	2,400.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,400.00
		0.000	0.00
		0.000	0.00
0183                          6010.22	460.00	47.300	21,758.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	47.300	21,758.00
		0.000	0.00
		0.000	0.00
0184                          6010.26	440.00	75.900	33,396.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	75.900	33,396.00
		0.000	0.00
		0.000	0.00
0185                          6011.11	101,600.00	1.000	101,600.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	101,600.00
AT STA. 125+03.6		0.000	0.00
		0.000	0.00
0186                          6040.02	5,200.00	1.000	5,200.00
REMOVE STRUCTURE	EACH	1.000	5,200.00
AT STA. 125+04.13		0.000	0.00
		0.000	0.00
0187                          6080.00	3.75	2,455.000	9,206.25
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	2,455.000	9,206.25
		0.000	0.00
		0.000	0.00
0188                          6104.00	12.00	26.000	312.00
BROKEN CONCRETE RIPRAP	Mg	26.000	312.00
		0.000	0.00
		0.000	0.00
0189                          6105.02	44.00	613.000	26,972.00
ROCK RIPRAP, TYPE B	Mg	613.000	26,972.00
		0.000	0.00
		0.000	0.00
0190                          6131.50	1.32	11,790.000	15,562.80
EPOXY COATED REINFORCING STEEL	kg	11,790.000	15,562.80
		0.000	0.00
		0.000	0.00
0191                          6210.50	84.00	571.500	48,006.00
PIPE PILING	m	571.500	48,006.00
		0.000	0.00
		0.000	0.00
0192                          6310.00	85.00	433.700	36,864.50
STEEL SHEET PILING	m2	433.700	36,864.50
		0.000	0.00
		0.000	0.00
0193                          6510.55	5,200.00	1.000	5,200.00
TEMPORARY BRIDGE SHORING	LS	1.000	5,200.00
		0.000	0.00
		0.000	0.00
0194                          8091.00	12.00	330.000	3,960.00
GRANULAR BACKFILL	m3	330.000	3,960.00
		0.000	0.00
		0.000	0.00
GROUP 6B BRIDGE AT STA. 125+03.6		Contracted	393,014.95
		Current	393,014.95
		In place	0.00
		This Estimate	0.00
GROUP 7 GUARDRAIL
0195                          0030.70	1,600.00	1.000	1,600.00
MOBILIZATION	LS	1.000	1,600.00
		0.000	0.00
		0.000	0.00
0196                          7011.20	36.07	312.600	11,275.48
W-BEAM GUARDRAIL	m	312.600	11,275.48
		0.000	0.00
		0.000	0.00
0197                          7020.00	1,582.00	12.000	18,984.00
BRIDGE APPROACH SECTIONS	EACH	12.000	18,984.00
		0.000	0.00
		0.000	0.00
0198                          7024.27	1,350.00	12.000	16,200.00
GUARDRAIL END TREATMENT, TYPE II	EACH	12.000	16,200.00
		0.000	0.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	48,059.48
		Current	48,059.48
		In place	0.00
		This Estimate	0.00
GROUP 8B ELECTRICAL
0199                          0030.81	2,100.00	1.000	2,100.00
MOBILIZATION	LS	1.000	2,100.00
		0.000	0.00
		0.000	0.00
0200                          A001.12	305.00	2.000	610.00
PULL BOX, TYPE PB-5	EACH	2.000	610.00
		0.000	0.00
		0.000	0.00
0201                          A001.16	365.00	1.000	365.00
PULL BOX, TYPE PB-6	EACH	1.000	365.00
		0.000	0.00
		0.000	0.00
0202                          A009.14	1,650.00	4.000	6,600.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25	EACH	4.000	6,600.00
		0.000	0.00
		0.000	0.00
0203                          A070.10	7.20	469.000	3,376.80
38 mm CONDUIT IN TRENCH	m	469.000	3,376.80
		0.000	0.00
		0.000	0.00
0204                          A072.10	7.20	109.000	784.80
38 mm CONDUIT UNDER ROADWAY	m	109.000	784.80
		0.000	0.00
		0.000	0.00
0205                          A080.22	1.70	578.000	982.60
STREET LIGHTING CABLE, NO. 6 BARE	m	578.000	982.60
		0.000	0.00
		0.000	0.00
0206                          A080.24	2.25	1,156.000	2,601.00
STREET LIGHTING CABLE, NO. 6 USE	m	1,156.000	2,601.00
		0.000	0.00
		0.000	0.00
0207                          A630.20	130.00	1.000	130.00
REMOVE PULL BOX	EACH	1.000	130.00
		0.000	0.00
		0.000	0.00
0208                          A700.20	735.00	7.000	5,145.00
RELOCATE STREET LIGHTING UNIT	EACH	7.000	5,145.00
		1.750	1,286.25
		0.000	0.00
0209                          A705.20	670.00	1.000	670.00
RELOCATE LIGHTING CONTROL CENTER, TYPE	EACH	1.000	670.00
R		0.000	0.00
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	23,365.20
		Current	23,365.20
		In place	1,286.25
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0210                          0001.08	0.50	53,314.000	26,657.00
BARRICADE, TYPE II	BDAY	53,314.000	26,657.00
		0.000	0.00
		0.000	0.00
0211                          0001.10	1.00	17,321.000	17,321.00
BARRICADE, TYPE III	BDAY	17,321.000	17,321.00
		652.000	652.00
		418.000	418.00
0212                          0001.75	2.00	320.000	640.00
TEMPORARY SIGN DAY	EACH	320.000	640.00
		0.000	0.00
		0.000	0.00
0213                          0001.90	0.50	41,235.000	20,617.50
SIGN DAY	EACH	41,235.000	20,617.50
		2,691.000	1,345.50
		1,092.000	546.00
0214                          0001.99	0.85	5,536.000	4,705.60
CONTRACTOR FURNISHED SIGN DAY	EACH	5,536.000	4,705.60
		0.000	0.00
		0.000	0.00
0215                          0002.30	1.15	5,000.000	5,750.00
PAVEMENT MARKING REMOVAL	m	5,000.000	5,750.00
		0.000	0.00
		0.000	0.00
0216                          0002.39	2.46	15,500.000	38,130.00
TEMPORARY PAVEMENT MARKING, TYPE II	m	15,500.000	38,130.00
		0.000	0.00
		0.000	0.00
0217                          0002.47	1.80	7,500.000	13,500.00
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION	m	7,500.000	13,500.00
		0.000	0.00
		0.000	0.00
0218                          0002.55	19.70	263.000	5,181.10
OVERLAY BROKEN LINES	StaM	263.000	5,181.10
		0.000	0.00
		0.000	0.00
0219                          0002.60	19.70	526.000	10,362.20
OVERLAY SOLID LINES	StaM	526.000	10,362.20
		0.000	0.00
		0.000	0.00
0220                          0002.97	15.00	496.000	7,440.00
FLASHING ARROW PANEL	DAY	496.000	7,440.00
		0.000	0.00
		0.000	0.00
0221                          0003.10	185.00	60.000	11,100.00
FLAGGING	DAY	60.000	11,100.00
		5.000	925.00
		0.000	0.00
0222                          0003.20	285.00	25.000	7,125.00
FURNISHING AND OPERATING PILOT VEHICLE	DAY	25.000	7,125.00
		0.000	0.00
		0.000	0.00
0223                          0003.50	90.00	491.500	44,235.00
CONCRETE PROTECTION BARRIER	m	491.500	44,235.00
		0.000	0.00
		0.000	0.00
0224                          0003.56	12.00	335.300	4,023.60
RELOCATE CONCRETE PROTECTION BARRIER	m	335.300	4,023.60
		0.000	0.00
		0.000	0.00
0225                          0003.70	350.00	8.000	2,800.00
TEMPORARY RUMBLE STRIP	EACH	8.000	2,800.00
		0.000	0.00
		0.000	0.00
0226                          0003.75	7,850.00	2.000	15,700.00
TEMPORARY TRAFFIC SIGNAL	EACH	2.000	15,700.00
		0.000	0.00
		0.000	0.00
0227                          0005.10	105.00	439.000	46,095.00
TRAFFIC CONTROL MANAGEMENT	DAY	439.000	46,095.00
		0.000	0.00
		0.000	0.00
0228                          0010.04	1,500.00	1.000	1,500.00
FIELD OFFICE	EACH	1.000	1,500.00
		0.000	0.00
		0.000	0.00
0229                          0020.00	0.80	2,000.000	1,600.00
TRAINING	HOUR	2,000.000	1,600.00
		0.000	0.00
		0.000	0.00
0230                          0030.00	10,000.00	1.000	10,000.00
MOBILIZATION	LS	1.000	10,000.00
		0.000	0.00
		0.000	0.00
0231                          1017.00	75,000.00	1.000	75,000.00
CONSTRUCTION STAKING AND SURVEYING	LS	1.000	75,000.00
		0.050	3,750.00
		0.000	0.00
0232                          9110.01	65.00	150.000	9,750.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	150.000	9,750.00
		0.000	0.00
		0.000	0.00
0233                          9110.02	75.00	30.000	2,250.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	30.000	2,250.00
		0.000	0.00
		0.000	0.00
0234                          9110.03	45.00	150.000	6,750.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	150.000	6,750.00
		0.000	0.00
		0.000	0.00
0235                          9110.06	55.00	120.000	6,600.00
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	120.000	6,600.00
		0.000	0.00
		0.000	0.00
0236                          9110.07	40.00	150.000	6,000.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	150.000	6,000.00
		0.000	0.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	400,833.00
		Current	400,833.00
		In place	6,672.50
		This Estimate	964.00
Totals for contract		Contracted	5,884,195.46
		Current	5,887,219.46
		In place	245,458.77
		This Estimate	84,666.04