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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0477 WESTERN ENGINEERING COMPANY, INC.
Contract ID:	5826
Estimate Number:	0008
Pay Period End Date:	08.09.2003

Contract Location:
SCOTTSBLUFF - MINATARE	Estimate Type:	PROG
Contractor:
WESTERN ENGINEERING COMPANY, INC.	Date Let:	11.14.2002
1149 WEST HIGHWAY 44	Date Awarded:	11.21.2002
PO BOX 350	Date Contract Executed:	12.06.2002
	Date Notice to Proceed:	12.06.2002
HARLAN IA 51537	Date Work Began:
Phone:	Date Physical Work Completed:
(712)755-5191	Date Accepted:
Escrow Agent:
Surety Co:
HARTFORD FIRE INSURANCE COMPANY

Counties
SCOTTS BLUFF

Project Number		PCT			Fed State Project Number		Description
50826 000		0.000			EACNH-26-1(146)		GR CONC PAVE CULV SEED ELEC

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$1,878,403.56	$1,844,329.50	$34,074.06
$8,557,825.23	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$1,878,403.56	$1,844,329.50	$34,074.06
$8,552,774.73	Retainage	$-18,784.04	$-18,443.30	$-340.74
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
21.95%	Net Earnings	$1,859,619.52	$1,825,886.20	$33,733.32
	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	$4,195.58	$4,195.58	$.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	$4,195.58	$4,195.58	$.00
	Payment	$1,863,815.10	$1,830,081.78	$33,733.32
Project Manager			Div. Head/Dist. Eng.
Fast, Dean	08.12.2003		Hoevet, Doug	08.15.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	08.15.2003
Controller Div. Processed
Burling, Laurie	08.18.2003

		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	55,000.00	1.000	55,000.00
MOBILIZATION	LS	1.000	55,000.00
		1.000	55,000.00
		0.000	0.00
0002                          1009.00	25,000.00	1.000	25,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	25,000.00
		1.000	25,000.00
		0.000	0.00
0003                          1010.00	3.35	393,624.000	1,318,640.40
EXCAVATION	m3	393,624.000	1,318,640.40
		362,111.255	1,213,072.71
		0.000	0.00
0004                          1011.00	2.90	1,190.000	3,451.00
WATER	kL	1,190.000	3,451.00
		2,970.223	8,613.65
		0.000	0.00
0005                          1042.00	1.00	214,650.000	214,650.00
SALVAGING AND PLACING HYDRIC SOIL	m2	214,650.000	214,650.00
		193,185.000	193,185.00
		0.000	0.00
0006                          1101.00	3.10	37,445.000	116,079.50
REMOVE PAVEMENT	m2	37,445.000	116,079.50
		848.353	2,629.89
		0.000	0.00
0007                          1101.25	8.25	490.000	4,042.50
SAWING PAVEMENT	m	490.000	4,042.50
		0.000	0.00
		0.000	0.00
0008                          1102.00	2.50	2,339.000	5,847.50
REMOVE ASPHALT SURFACE	m2	2,339.000	5,847.50
		0.000	0.00
		0.000	0.00
0009                          1106.00	5.10	100.000	510.00
REMOVE DRIVEWAY	m2	100.000	510.00
		0.000	0.00
		0.000	0.00
0010                          1107.00	5.10	104.000	530.40
REMOVE WALK	m2	104.000	530.40
		0.000	0.00
		0.000	0.00
0011                          1109.00	5.10	2,267.000	11,561.70
REMOVE CURB	m	2,267.000	11,561.70
		0.000	0.00
		0.000	0.00
0012                          1122.01	3.10	997.000	3,090.70
REMOVE CONCRETE MEDIAN SURFACING	m2	997.000	3,090.70
		0.000	0.00
		0.000	0.00
0013                          1701.24	66.50	143.400	9,536.10
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	143.400	9,536.10
		174.600	11,610.90
		0.000	0.00
0014                          4004.50	3.10	2,040.000	6,324.00
CAST IRON GRATE AND FRAME	kg	2,040.000	6,324.00
		0.000	0.00
		0.000	0.00
0015                          4035.00	90.00	4.000	360.00
REMOVE FLARED-END SECTION	EACH	4.000	360.00
		4.000	360.00
		0.000	0.00
0016                          4040.00	290.00	2.000	580.00
REMOVE HEADWALLS FROM CULVERTS	EACH	2.000	580.00
		1.000	290.00
		0.000	0.00
0017                          4105.59	1,340.00	6.490	8,696.60
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	6.490	8,696.60
		0.000	0.00
		0.000	0.00
0018                          4155.50	1.50	264.000	396.00
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	264.000	396.00
		0.000	0.00
		0.000	0.00
0019                          4310.18	135.00	52.000	7,020.00
450 mm FLARED-END SECTION	EACH	52.000	7,020.00
		49.000	6,615.00
		0.000	0.00
0020                          7017.00	30.00	17.000	510.00
REMOVE GUARDRAIL	m	17.000	510.00
		0.000	0.00
		0.000	0.00
0021                          L006.00	350.00	30.000	10,500.00
COVER CROP SEEDING	ha	30.000	10,500.00
		0.000	0.00
		0.000	0.00
0022                          L020.01	7.40	396.000	2,930.40
EROSION CONTROL, TYPE A	m2	396.000	2,930.40
		0.000	0.00
		0.000	0.00
0023                          L020.10	1.81	3,540.000	6,407.40
EROSION CONTROL, TYPE HV	m2	3,540.000	6,407.40
		0.000	0.00
		0.000	0.00
0024                          L021.01	24.00	6.000	144.00
EROSION CHECKS, TYPE A	BALE	6.000	144.00
		0.000	0.00
		0.000	0.00
0025                          L021.06	18.00	414.000	7,452.00
EROSION CHECKS, TYPE HV	BALE	414.000	7,452.00
		0.000	0.00
		0.000	0.00
0026                          L022.75	15.00	260.000	3,900.00
TEMPORARY SILT CHECK	m	260.000	3,900.00
		0.000	0.00
		0.000	0.00
0027                          P400.18	90.00	484.800	43,632.00
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	484.800	43,632.00
		443.600	39,924.00
		0.000	0.00
4001                          7390.10	388.50	0.000	0.00
REMOVE SIGN, POST, AND FOOTING	EACH	13.000	5,050.50
Remove 13 Billboard Signs		12.000	4,662.00
		0.000	0.00
GROUP 1 GRADING		Contracted	1,866,792.20
		Current	1,871,842.70
		In place	1,560,963.15
		This Estimate	0.00
GROUP 3 CONCRETE PAVEMENT
0028                          0002.55	21.50	103.280	2,220.52
OVERLAY BROKEN LINES	StaM	103.280	2,220.52
		0.000	0.00
		0.000	0.00
0029                          0002.60	21.50	206.560	4,441.04
OVERLAY SOLID LINES	StaM	206.560	4,441.04
		0.000	0.00
		0.000	0.00
0030                          0002.61	19.60	1,000.000	19,600.00
PLOWABLE PAVEMENT MARKER	EACH	1,000.000	19,600.00
		0.000	0.00
		0.000	0.00
0031                          0030.30	145,000.00	1.000	145,000.00
MOBILIZATION	LS	1.000	145,000.00
		0.000	0.00
		0.000	0.00
0032                          2001.00	13.50	128.000	1,728.00
GRAVEL SURFACE COURSE	m3	128.000	1,728.00
		0.000	0.00
		0.000	0.00
0033                          3011.23	54.00	81.000	4,374.00
CONCRETE CLASS 47B-25 CURB, TYPE 1	m	81.000	4,374.00
		0.000	0.00
		0.000	0.00
0034                          3012.08	36.40	1,309.000	47,647.60
CONCRETE CLASS 47B-25 MEDIAN LIP CURB	m	1,309.000	47,647.60
		0.000	0.00
		0.000	0.00
0035                          3016.21	21.00	102.000	2,142.00
CONCRETE CLASS 47B-20 SIDEWALKS	m2	102.000	2,142.00
		0.000	0.00
		0.000	0.00
0036                          3017.40	15.00	15,625.800	234,387.00
CONCRETE CLASS 47B-20 MEDIAN SURFACING	m2	15,625.800	234,387.00
		0.000	0.00
		0.000	0.00
0037                          3020.24	20.00	58.500	1,170.00
CONCRETE CLASS 47B-25 DRIVEWAY	m2	58.500	1,170.00
		0.000	0.00
		0.000	0.00
0038                          3075.22	20.00	1,495.000	29,900.00
180 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	1,495.000	29,900.00
		0.000	0.00
		0.000	0.00
0039                          3075.42	21.60	12,009.000	259,394.40
230 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	12,009.000	259,394.40
		0.000	0.00
		0.000	0.00
0040                          3075.46	25.57	121,471.000	3,106,013.47
230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	121,471.000	3,106,013.47
		0.000	0.00
		0.000	0.00
0041                          3089.25	17.00	908.000	15,436.00
TEMPORARY SURFACING	m2	908.000	15,436.00
		0.000	0.00
		0.000	0.00
0042                          3300.50	4,500.00	1.000	4,500.00
PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING	LS	1.000	4,500.00
		0.000	0.00
		0.000	0.00
0043                          3300.65	100.00	68.000	6,800.00
CONCRETE PAVEMENT THICKNESS CORE	EACH	68.000	6,800.00
		0.000	0.00
		0.000	0.00
0044                          4024.55	54.00	21.000	1,134.00
FLUME SPILLWAY	m	21.000	1,134.00
		0.000	0.00
		0.000	0.00
0045                          4024.71	2,000.00	1.000	2,000.00
CONCRETE FLUME, TYPE II	EACH	1.000	2,000.00
		0.000	0.00
		0.000	0.00
0046                          7502.14	6.50	31,000.000	201,500.00
100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	m	31,000.000	201,500.00
		0.000	0.00
		0.000	0.00
0047                          7503.14	6.50	19,000.000	123,500.00
100 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	m	19,000.000	123,500.00
		0.000	0.00
		0.000	0.00
0048                          7508.14	21.35	250.000	5,337.50
300 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	m	250.000	5,337.50
		0.000	0.00
		0.000	0.00
0049                          8029.10	2.60	154,963.000	402,903.80
AGGREGATE FOUNDATION COURSE-D 100 mm	m2	154,963.000	402,903.80
		0.000	0.00
		0.000	0.00
0050                          9000.75	19.60	300.000	5,880.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	300.000	5,880.00
SP5(12.5)		0.000	0.00
		0.000	0.00
0051                          9005.00	27.50	100.000	2,750.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	100.000	2,750.00
SP5(12.5)		0.000	0.00
		0.000	0.00
0052                          9005.23	18.60	4,860.000	90,396.00
ASPHALTIC CONCRETE, TYPE SPS	Mg	4,860.000	90,396.00
		0.000	0.00
		0.000	0.00
0053                          9005.55	22.30	8,950.000	199,585.00
ASPHALTIC CONCRETE, TYPE SP5(12.5)	Mg	8,950.000	199,585.00
		0.000	0.00
		0.000	0.00
0054                          9009.86	11.45	22,957.000	262,857.65
SURFACING 150mm	m2	22,957.000	262,857.65
		0.000	0.00
		0.000	0.00
0055                          9009.87	21.10	7,755.000	163,630.50
SURFACING 200mm	m2	7,755.000	163,630.50
		0.000	0.00
		0.000	0.00
0056                          9020.96	258.00	16.200	4,179.60
PERFORMANCE GRADED BINDER (70-28) FOR STATE MAINTENANCEPATCHING	Mg	16.200	4,179.60
		0.000	0.00
		0.000	0.00
0057                          9021.03	185.00	262.500	48,562.50
PERFORMANCE GRADED BINDER (58-28)	Mg	262.500	48,562.50
		0.000	0.00
		0.000	0.00
0058                          9021.04	258.00	526.500	135,837.00
PERFORMANCE GRADED BINDER (70-28)	Mg	526.500	135,837.00
		0.000	0.00
		0.000	0.00
0059                          9053.00	0.37	81,330.000	30,092.10
TACK COAT	L	81,330.000	30,092.10
		0.000	0.00
		0.000	0.00
0060                          9111.00	2.40	2,945.000	7,068.00
WATER	kL	2,945.000	7,068.00
		694.565	1,666.96
		694.565	1,666.96
0061                          9140.00	118.00	137.000	16,166.00
JOINT SEALING - ASPHALT TO CONCRETE	StaM	137.000	16,166.00
		0.000	0.00
		0.000	0.00
0062                          9170.00	200.00	230.967	46,193.40
EARTH SHOULDER CONSTRUCTION	StaM	230.967	46,193.40
		0.000	0.00
		0.000	0.00
0063                          9173.20	0.40	165,520.000	66,208.00
SUBGRADE PREPARATION	m2	165,520.000	66,208.00
		0.000	0.00
		0.000	0.00
0064                          9179.33	0.85	119,597.000	101,657.45
COLD MILLING, CLASS 3	m2	119,597.000	101,657.45
		0.000	0.00
		0.000	0.00
0065                          9300.50	2,700.00	1.000	2,700.00
ASPHALT PAVEMENT SMOOTHNESS TESTING	LS	1.000	2,700.00
		0.000	0.00
		0.000	0.00
0066                          L010.00	10.00	226.000	2,260.00
SODDING	m2	226.000	2,260.00
		0.000	0.00
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	5,807,152.53
		Current	5,807,152.53
		In place	1,666.96
		This Estimate	1,666.96
GROUP 4 CULVERTS
0067                          0030.40	9,200.00	1.000	9,200.00
MOBILIZATION	LS	1.000	9,200.00
		1.000	9,200.00
		0.000	0.00
0068                          1119.00	280.00	3.000	840.00
REMOVE INLET	EACH	3.000	840.00
		0.000	0.00
		0.000	0.00
0069                          4035.00	90.00	6.000	540.00
REMOVE FLARED-END SECTION	EACH	6.000	540.00
		0.000	0.00
		0.000	0.00
0070                          4035.25	113.00	11.000	1,243.00
REMOVE AND SALVAGE FLARED-END SECTION	EACH	11.000	1,243.00
		11.000	1,243.00
		0.000	0.00
0071                          4040.00	143.00	12.000	1,716.00
REMOVE HEADWALLS FROM CULVERTS	EACH	12.000	1,716.00
		5.000	715.00
		0.000	0.00
0072                          4041.00	2,048.00	1.000	2,048.00
CULVERT CLEANOUT	EACH	1.000	2,048.00
AT STA. 105+53		1.000	2,048.00
		0.000	0.00
0073                          4043.50	24.40	28.000	683.20
REMOVE SEWER PIPE	m	28.000	683.20
		0.000	0.00
		0.000	0.00
0074                          4044.00	2,000.00	1.000	2,000.00
PREPARATION OF STRUCTURE	EACH	1.000	2,000.00
AT STA. 93+70.83		1.000	2,000.00
		0.000	0.00
0075                          4050.01	10.80	847.800	9,156.24
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	847.800	9,156.24
		644.725	6,963.03
		0.000	0.00
0076                          4051.01	15.00	67.000	1,005.00
EXCAVATION FOR BOX CULVERTS	m3	67.000	1,005.00
		67.000	1,005.00
		0.000	0.00
0077                          4101.06	350.00	37.850	13,247.50
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	37.850	13,247.50
		42.296	14,803.60
		0.000	0.00
0078                          4107.07	580.00	15.400	8,932.00
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	15.400	8,932.00
		9.820	5,695.60
		0.000	0.00
0079                          4151.00	2.00	2,639.000	5,278.00
REINFORCING STEEL FOR BOX CULVERT	kg	2,639.000	5,278.00
		2,940.862	5,881.72
		0.000	0.00
0080                          4157.00	2.30	113.000	259.90
REINFORCING STEEL FOR COLLARS	kg	113.000	259.90
		92.000	211.60
		0.000	0.00
0081                          4310.18	139.00	1.000	139.00
450 mm FLARED-END SECTION	EACH	1.000	139.00
		1.000	139.00
		0.000	0.00
0082                          4310.24	162.00	4.000	648.00
600 mm FLARED-END SECTION	EACH	4.000	648.00
		4.000	648.00
		0.000	0.00
0083                          4310.48	1,134.00	2.000	2,268.00
1200 mm FLARED-END SECTION	EACH	2.000	2,268.00
		2.000	2,268.00
		0.000	0.00
0084                          4320.24	182.00	4.000	728.00
600 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	4.000	728.00
		4.000	728.00
		0.000	0.00
0085                          4461.24	90.00	2.000	180.00
INSTALL 600 mm CONCRETE FLARED-END SECTION	EACH	2.000	180.00
		2.000	180.00
		0.000	0.00
0086                          4461.36	100.00	2.000	200.00
INSTALL 900 mm CONCRETE FLARED-END SECTION	EACH	2.000	200.00
		4.000	400.00
		0.000	0.00
0087                          4461.42	120.00	1.000	120.00
INSTALL 1050 mm CONCRETE FLARED-END SECTION	EACH	1.000	120.00
		1.000	120.00
		0.000	0.00
0088                          4465.36	115.00	2.000	230.00
INSTALL 900 mm ROUND EQUIVALENT CONCRETE FLARED-END SECTION	EACH	2.000	230.00
		2.000	230.00
		0.000	0.00
0089                          4465.42	140.00	2.000	280.00
INSTALL 1050 mm ROUND EQUIVALENT CONCRETE FLARED-END SECTION	EACH	2.000	280.00
		0.000	0.00
		0.000	0.00
0090                          4465.48	180.00	1.000	180.00
INSTALL 1200 mm ROUND EQUIVALENT CONCRETE FLARED-END SECTION	EACH	1.000	180.00
		1.000	180.00
		0.000	0.00
0091                          4465.54	200.00	1.000	200.00
INSTALL 1350 mm ROUND EQUIVALENT CONCRETE FLARED-END SECTION	EACH	1.000	200.00
		1.000	200.00
		0.000	0.00
0092                          P070.18	75.00	8.000	600.00
450 mm CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	8.000	600.00
		8.000	600.00
		0.000	0.00
0093                          P120.24	118.00	42.800	5,050.40
600 mm CULVERT PIPE, TYPE 2	m	42.800	5,050.40
		48.700	5,746.60
		0.000	0.00
0094                          P120.36	208.00	35.500	7,384.00
900 mm CULVERT PIPE, TYPE 2	m	35.500	7,384.00
		60.600	12,604.80
		0.000	0.00
0095                          P120.42	261.00	18.000	4,698.00
1050 mm CULVERT PIPE TYPE 2	m	18.000	4,698.00
		18.700	4,880.70
		0.000	0.00
0096                          P127.36	284.00	37.200	10,564.80
900 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2	m	37.200	10,564.80
		36.600	10,394.40
		0.000	0.00
0097                          P127.42	328.00	28.400	9,315.20
1050 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2	m	28.400	9,315.20
		0.000	0.00
		0.000	0.00
0098                          P127.48	387.00	37.500	14,512.50
1200 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2	m	37.500	14,512.50
		37.000	14,319.00
		0.000	0.00
0099                          P127.54	426.00	20.000	8,520.00
1350 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2	m	20.000	8,520.00
		37.800	16,102.80
		0.000	0.00
0100                          P420.24	85.00	40.300	3,425.50
600 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2,3,4 OR 5	m	40.300	3,425.50
		40.000	3,400.00
		0.000	0.00
0101                          P600.24	81.25	45.800	3,721.25
600 mm CULVERT PIPE, TYPE 2,3,4,5,7 OR 8	m	45.800	3,721.25
		46.000	3,737.51
		0.000	0.00
GROUP 4 CULVERTS		Contracted	129,113.49
		Current	129,113.49
		In place	126,645.36
		This Estimate	0.00
GROUP 4A CONCRETE BOX CULVERT AT STA. 79+27.056
0102                          0030.40	25,000.00	1.000	25,000.00
MOBILIZATION	LS	1.000	25,000.00
		1.000	25,000.00
		0.500	12,500.00
0103                          1043.50	2.80	205.000	574.00
RIPRAP FILTER FABRIC	m2	205.000	574.00
		0.000	0.00
		0.000	0.00
0104                          4051.01	18.00	687.000	12,366.00
EXCAVATION FOR BOX CULVERTS	m3	687.000	12,366.00
		546.100	9,829.80
		340.000	6,120.00
0105                          4101.06	324.00	814.790	263,991.96
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	814.790	263,991.96
		259.581	84,104.25
		0.000	0.00
0106                          4151.00	1.25	57,605.000	72,006.25
REINFORCING STEEL FOR BOX CULVERT	kg	57,605.000	72,006.25
		18,138.195	22,672.74
		0.000	0.00
0107                          6040.00	25,000.00	1.000	25,000.00
REMOVE STRUCTURE	EACH	1.000	25,000.00
AT STA. 79+27.056		0.000	0.00
		0.000	0.00
0108                          6105.02	45.00	269.000	12,105.00
ROCK RIPRAP, TYPE B	Mg	269.000	12,105.00
		0.000	0.00
		0.000	0.00
GROUP 4A CONCRETE BOX CULVERT AT STA. 79+27.056		Contracted	411,043.21
		Current	411,043.21
		In place	141,606.79
		This Estimate	18,620.00
GROUP 5 SEEDING
0109                          0030.50	1,550.00	1.000	1,550.00
MOBILIZATION	LS	1.000	1,550.00
		0.000	0.00
		0.000	0.00
0110                          L001.01	1,425.00	18.000	25,650.00
SEEDING, TYPE A	ha	18.000	25,650.00
		0.000	0.00
		0.000	0.00
0111                          L001.02	1,180.00	12.000	14,160.00
SEEDING, TYPE B	ha	12.000	14,160.00
		0.000	0.00
		0.000	0.00
0112                          L032.75	85.00	150.000	12,750.00
MULCH	Mg	150.000	12,750.00
		0.000	0.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	54,110.00
		Current	54,110.00
		In place	0.00
		This Estimate	0.00
GROUP 8B ELECTRICAL
0113                          0030.81	3,600.00	1.000	3,600.00
MOBILIZATION	LS	1.000	3,600.00
		0.500	1,800.00
		0.500	1,800.00
0114                          A001.01	450.00	6.000	2,700.00
PULL BOX, TYPE PB-1	EACH	6.000	2,700.00
		0.000	0.00
		0.000	0.00
0115                          A001.02	350.00	1.000	350.00
PULL BOX, TYPE PB-1A	EACH	1.000	350.00
		0.000	0.00
		0.000	0.00
0116                          A001.12	350.00	1.000	350.00
PULL BOX, TYPE PB-5	EACH	1.000	350.00
		0.000	0.00
		0.000	0.00
0117                          A001.16	400.00	1.000	400.00
PULL BOX, TYPE PB-6	EACH	1.000	400.00
		0.000	0.00
		0.000	0.00
0118                          A006.98	200.00	4.000	800.00
VEHICLE DETECTOR, TYPE A PREFORMED	EACH	4.000	800.00
		0.000	0.00
		0.000	0.00
0119                          A007.00	250.00	8.000	2,000.00
VEHICLE DETECTOR, TYPE B PREFORMED	EACH	8.000	2,000.00
		0.000	0.00
		0.000	0.00
0120                          A009.14	1,500.00	1.000	1,500.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25	EACH	1.000	1,500.00
		0.000	0.00
		0.000	0.00
0121                          A009.57	1,700.00	1.000	1,700.00
STREET LIGHTING UNIT, TYPE SL-BT-13.7-3.7-0.25	EACH	1.000	1,700.00
		0.000	0.00
		0.000	0.00
0122                          A070.10	6.50	1,370.000	8,905.00
38 mm CONDUIT IN TRENCH	m	1,370.000	8,905.00
		0.000	0.00
		0.000	0.00
0123                          A070.14	7.50	10.200	76.50
50 mm CONDUIT IN TRENCH	m	10.200	76.50
		0.000	0.00
		0.000	0.00
0124                          A072.10	7.00	169.000	1,183.00
38 mm CONDUIT UNDER ROADWAY	m	169.000	1,183.00
		15.500	108.50
		15.500	108.50
0125                          A072.18	11.00	57.400	631.40
75 mm CONDUIT UNDER ROADWAY	m	57.400	631.40
		0.000	0.00
		0.000	0.00
0126                          A074.12	32.00	4.000	128.00
38 mm CONDUIT, JACKED	m	4.000	128.00
		0.000	0.00
		0.000	0.00
0127                          A080.22	1.30	1,517.000	1,972.10
STREET LIGHTING CABLE, NO. 6 BARE	m	1,517.000	1,972.10
		0.000	0.00
		0.000	0.00
0128                          A080.24	1.40	3,034.000	4,247.60
STREET LIGHTING CABLE, NO. 6 USE	m	3,034.000	4,247.60
		0.000	0.00
		0.000	0.00
0129                          A700.20	825.00	23.000	18,975.00
RELOCATE STREET LIGHTING UNIT	EACH	23.000	18,975.00
		4.000	3,300.00
		4.000	3,300.00
GROUP 8B ELECTRICAL		Contracted	49,518.60
		Current	49,518.60
		In place	5,208.50
		This Estimate	5,208.50
GROUP 10 GENERAL ITEMS
0130                          0001.08	0.50	22,590.000	11,295.00
BARRICADE, TYPE II	BDAY	22,590.000	11,295.00
		0.000	0.00
		0.000	0.00
0131                          0001.10	4.00	26,571.000	106,284.00
BARRICADE, TYPE III	BDAY	26,571.000	106,284.00
		1,963.000	7,852.00
		252.000	1,008.00
0132                          0001.75	3.80	100.000	380.00
TEMPORARY SIGN DAY	EACH	100.000	380.00
		228.000	866.40
		0.000	0.00
0133                          0001.90	0.90	41,993.000	37,793.70
SIGN DAY	EACH	41,993.000	37,793.70
		4,716.000	4,244.40
		634.000	570.60
0134                          0002.30	0.90	17,300.000	15,570.00
PAVEMENT MARKING REMOVAL	m	17,300.000	15,570.00
		0.000	0.00
		0.000	0.00
0135                          0002.44	0.36	15,750.000	5,670.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT	m	15,750.000	5,670.00
		0.000	0.00
		0.000	0.00
0136                          0002.97	52.00	263.000	13,676.00
FLASHING ARROW PANEL	DAY	263.000	13,676.00
		0.000	0.00
		0.000	0.00
0137                          0003.10	245.00	20.000	4,900.00
FLAGGING	DAY	20.000	4,900.00
		60.000	14,700.00
		0.000	0.00
0138                          0003.51	36.00	591.000	21,276.00
INSTALL CONCRETE PROTECTION BARRIER	m	591.000	21,276.00
		0.000	0.00
		0.000	0.00
0139                          0010.04	2,300.00	1.000	2,300.00
FIELD OFFICE	EACH	1.000	2,300.00
		0.000	0.00
		0.000	0.00
0140                          0030.10	14,000.00	1.000	14,000.00
MOBILIZATION	LS	1.000	14,000.00
		1.000	14,000.00
		0.500	7,000.00
0141                          9110.01	50.00	10.000	500.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	10.000	500.00
		0.000	0.00
		0.000	0.00
0142                          9110.02	50.00	10.000	500.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	10.000	500.00
		13.000	650.00
		0.000	0.00
0143                          9110.03	45.00	10.000	450.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	10.000	450.00
		0.000	0.00
		0.000	0.00
0144                          9110.07	45.00	10.000	450.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	10.000	450.00
		0.000	0.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	235,044.70
		Current	235,044.70
		In place	42,312.80
		This Estimate	8,578.60
Totals for contract		Contracted	8,552,774.73
		Current	8,557,825.23
		In place	1,878,403.56
		This Estimate	34,074.06