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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	3606 DOBSON BROTHERS CONSTRUCTION CO. & AFFIL
Contract ID:	3032X
Estimate Number:	0018
Pay Period End Date:	02.03.2003

Contract Location:
SCHUYLER EAST & WEST	Estimate Type:	PROG
Contractor:
DOBSON BROTHERS CONSTRUCTION CO. & AFFIL	Date Let:	04.18.2002
410 S 7TH	Date Awarded:	04.29.2002
PO BOX 81409	Date Contract Executed:	05.07.2002
	Date Notice to Proceed:	05.07.2002
LINCOLN NE 68501	Date Work Began:	05.28.2002
Phone:	Date Physical Work Completed:
(402)474-5115	Date Accepted:
Escrow Agent:
Surety Co:
NATIONAL FIRE INSURANCE COMPANY OF HARTFORD

Counties
COLFAX

Project Number		PCT			Fed State Project Number		Description
32032 000		0.000			EACNH-30-6(126)		GR CP CULV BR GDRL ELEC SIGN

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$7,868,384.72	$7,655,337.58	$213,047.14
$19,235,360.35	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$7,868,384.72	$7,655,337.58	$213,047.14
$19,184,951.80	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
40.91%	Net Earnings	$7,843,384.72	$7,630,337.58	$213,047.14
	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	$7,699.72	$7,634.58	$65.14
	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	$7,699.72	$7,634.58	$65.14
	Payment	$7,851,084.44	$7,637,972.16	$213,112.28
Project Manager			Div. Head/Dist. Eng.
Anderson, David	02.03.2003		Boyle, Pat	02.05.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	02.05.2003
Controller Div. Processed
Burling, Laurie	02.05.2003

		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	140.76	130.000	18,298.80
COVER CROP SEEDING	ha	130.000	18,298.80
		0.000	0.00
		0.000	0.00
0002                          L006.50	306.00	2.000	612.00
TEMPORARY SEEDING	ha	2.000	612.00
		1.380	422.28
		0.000	0.00
0003                          L020.00	1.38	9,628.000	13,286.64
EROSION CONTROL	m2	9,628.000	13,286.64
		0.000	0.00
		0.000	0.00
0004                          L020.01	5.30	401.000	2,125.30
EROSION CONTROL, TYPE A	m2	401.000	2,125.30
		0.000	0.00
		0.000	0.00
0005                          L020.09	11.53	3,199.000	36,884.47
EROSION CONTROL, TYPE AAA	m2	3,199.000	36,884.47
		0.000	0.00
		0.000	0.00
0006                          L020.10	1.59	9,745.000	15,494.55
EROSION CONTROL, TYPE HV	m2	9,745.000	15,494.55
		0.000	0.00
		0.000	0.00
0007                          L021.06	14.18	1,737.000	24,630.66
EROSION CHECKS, TYPE HV	BALE	1,737.000	24,630.66
		0.000	0.00
		0.000	0.00
0008                          L022.00	2.45	2,420.000	5,929.00
FABRIC SILT CHECKS	m	2,420.000	5,929.00
		0.000	0.00
		0.000	0.00
0009                          L022.11	7.75	145.000	1,123.75
FABRIC SILT FENCE-LOW POROSITY	m	145.000	1,123.75
		0.000	0.00
		0.000	0.00
0010                          L022.12	9.69	1,060.000	10,271.40
FABRIC SILT FENCE-HIGH POROSITY	m	1,060.000	10,271.40
		0.000	0.00
		0.000	0.00
0011                          L022.13	11.73	572.000	6,709.56
FABRIC SILT FENCE-LOW PROFILE HIGH POROSITY	m	572.000	6,709.56
		0.000	0.00
		0.000	0.00
0012                          L022.14	9.69	324.000	3,139.56
FABRIC SILT FENCE-LOW PROFILE LOW POROSITY	m	324.000	3,139.56
		0.000	0.00
		0.000	0.00
0013                          L022.75	45.90	48.000	2,203.20
TEMPORARY SILT CHECK	m	48.000	2,203.20
		0.000	0.00
		0.000	0.00
0014                          P300.15	32.64	20.000	652.80
375 mm CULVERT PIPE, TYPE 3,4, OR 5	m	20.000	652.80
		0.000	0.00
		0.000	0.00
0015                          P300.18	42.84	23.000	985.32
450 mm CULVERT PIPE, TYPE 3,4 OR 5	m	23.000	985.32
		23.000	985.32
		0.000	0.00
0016                          P300.24	56.10	20.000	1,122.00
600 mm CULVERT PIPE, TYPE 3,4 OR 5	m	20.000	1,122.00
		20.000	1,122.00
		0.000	0.00
0017                          P300.48	132.60	14.000	1,856.40
1200 mm CULVERT PIPE, TYPE 3,4 OR 5	m	14.000	1,856.40
		14.000	1,856.40
		0.000	0.00
0018                          P300.72	216.24	39.000	8,433.36
1800 mm CULVERT PIPE, TYPE 3,4 OR 5	m	39.000	8,433.36
		45.000	9,730.80
		0.000	0.00
0019                          P400.18	79.56	709.500	56,447.82
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	709.500	56,447.82
		398.100	31,672.83
		164.900	13,119.44
0020                          0030.10	500,000.00	1.000	500,000.00
MOBILIZATION	LS	1.000	500,000.00
		1.000	500,000.00
		0.000	0.00
0021                          1000.00	510.00	20.000	10,200.00
LARGE TREE REMOVAL	EACH	20.000	10,200.00
		17.000	8,670.00
		0.000	0.00
0022                          1009.00	10,200.00	1.000	10,200.00
GENERAL CLEARING AND GRUBBING	LS	1.000	10,200.00
		1.000	10,200.00
		0.000	0.00
0023                          1010.00	1.76	131,021.000	230,596.96
EXCAVATION	m3	131,021.000	230,596.96
		97,312.390	171,269.81
		0.000	0.00
0024                          1010.01	1.76	17,308.000	30,462.08
EXCAVATION (ESTABLISHED QUANTITY)	m3	17,308.000	30,462.08
		8,654.000	15,231.04
		0.000	0.00
0025                          1010.10	2.59	1,692,501.000	4,383,577.59
EXCAVATION, BORROW	m3	1,692,501.000	4,383,577.59
		1,563,927.200	4,050,571.45
		4,587.000	11,880.33
0026                          1011.00	0.51	100,750.000	51,382.50
WATER	kL	100,750.000	51,382.50
		24,799.720	12,647.86
		0.000	0.00
0027                          1012.00	66.30	127.000	8,420.10
RIGHT-OF-WAY MARKERS	EACH	127.000	8,420.10
		131.000	8,685.30
		0.000	0.00
0028                          1090.00	1,530.00	3.000	4,590.00
ABANDON WELLS	EACH	3.000	4,590.00
		5.000	7,650.00
		0.000	0.00
0029                          1101.00	2.30	55,414.000	127,452.20
REMOVE PAVEMENT	m2	55,414.000	127,452.20
		8,090.000	18,607.00
		0.000	0.00
0030                          1102.00	1.98	31,796.000	62,956.08
REMOVE ASPHALT SURFACE	m2	31,796.000	62,956.08
		5,352.000	10,596.96
		0.000	0.00
0031                          1124.00	2,550.00	1.000	2,550.00
REMOVE BUILDING	EACH	1.000	2,550.00
AT STA. 195+09 LT.		1.000	2,550.00
		0.000	0.00
0032                          1124.01	0.01	1.000	0.01
REMOVE BUILDING	EACH	1.000	0.01
AT STA. 208+94.174 LT.		0.000	0.00
		0.000	0.00
0033                          1124.02	0.01	1.000	0.01
REMOVE BUILDING	EACH	1.000	0.01
AT STA. 208+94.332 LT.		0.000	0.00
		0.000	0.00
0034                          1124.03	0.01	1.000	0.01
REMOVE BUILDING	EACH	1.000	0.01
AT STA. 208+94.494 LT.		0.000	0.00
		0.000	0.00
0035                          1124.04	0.01	1.000	0.01
REMOVE BUILDING	EACH	1.000	0.01
AT STA. 208+94.553 LT.		0.000	0.00
		0.000	0.00
0036                          1124.05	0.01	1.000	0.01
REMOVE BUILDING	EACH	1.000	0.01
AT STA. 209+42 LT.		0.000	0.00
		0.000	0.00
0037                          1125.00	255.00	1.000	255.00
CLEAR TRACT	EACH	1.000	255.00
AT STA. 145+50 TO 146+00 LT.		1.000	255.00
		0.000	0.00
0038                          1125.01	255.00	1.000	255.00
CLEAR TRACT	EACH	1.000	255.00
AT STA. 163+25 TO 163+75 LT.		1.000	255.00
		0.000	0.00
0039                          1125.02	255.00	1.000	255.00
CLEAR TRACT	EACH	1.000	255.00
AT STA. 181+25 TO 182+00 LT.		1.000	255.00
		0.000	0.00
0040                          1125.03	2,040.00	1.000	2,040.00
CLEAR TRACT	EACH	1.000	2,040.00
AT STA. 194+94 TO 195+36 LT.		1.000	2,040.00
		0.000	0.00
0041                          1125.04	2,040.00	1.000	2,040.00
CLEAR TRACT	EACH	1.000	2,040.00
AT STA. 208+75 TO 209+60 LT.		1.000	2,040.00
		0.000	0.00
0042                          1701.24	56.10	400.000	22,440.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	400.000	22,440.00
		131.000	7,349.10
		0.000	0.00
0043                          1703.48	132.60	32.000	4,243.20
1200 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4 OR 5	m	32.000	4,243.20
		0.000	0.00
		0.000	0.00
0044                          4105.59	1,109.76	18.600	20,641.54
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	18.600	20,641.54
		10.800	11,985.40
		4.200	4,660.99
0045                          4155.50	1.79	837.000	1,498.23
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	837.000	1,498.23
		486.000	869.94
		189.000	338.31
0046                          4310.18	195.84	31.000	6,071.04
450 mm FLARED-END SECTION	EACH	31.000	6,071.04
		18.000	3,525.12
		7.000	1,370.88
0047                          6040.00	15,300.00	1.000	15,300.00
REMOVE STRUCTURE	EACH	1.000	15,300.00
AT STA. 198+44.756 RT.		0.000	0.00
		0.000	0.00
0048                          6040.01	102.00	1.000	102.00
REMOVE STRUCTURE	EACH	1.000	102.00
AT STA. 11180+70.85 LT.		1.000	102.00
		0.000	0.00
0049                          6040.02	102.00	1.000	102.00
REMOVE STRUCTURE	EACH	1.000	102.00
AT STA. 11184+07.16 LT.		1.000	102.00
		0.000	0.00
0050                          7017.00	6.86	328.600	2,254.20
REMOVE GUARDRAIL	m	328.600	2,254.20
		0.000	0.00
		0.000	0.00
GROUP 1 GRADING		Contracted	5,710,091.35
		Current	5,710,091.35
		In place	4,891,247.61
		This Estimate	31,369.95
GROUP 1A MSE WALLS
0051                          0030.10	33,864.00	1.000	33,864.00
MOBILIZATION	LS	1.000	33,864.00
		1.000	33,864.00
		0.000	0.00
0052                          4095.00	128.43	1,081.000	138,832.83
CONCRETE FACE PANELS	m2	1,081.000	138,832.83
		1,081.000	138,832.83
		0.000	0.00
0053                          4095.10	35.59	231.000	8,221.29
CONCRETE LEVELING PADS	m	231.000	8,221.29
		231.000	8,221.29
		0.000	0.00
0054                          4095.20	173.20	231.000	40,009.20
COPING	m	231.000	40,009.20
		231.000	40,009.20
		0.000	0.00
0055                          4350.21	67.98	390.000	26,512.20
525 mm CORRUGATED METAL PIPE	m	390.000	26,512.20
		362.100	24,615.56
		0.000	0.00
0056                          8024.75	16.33	5,445.000	88,916.85
SELECT GRANULAR BACKFILL FOR MSE WALL	m3	5,445.000	88,916.85
		8,016.464	130,908.87
		0.000	0.00
GROUP 1A MSE WALLS		Contracted	336,356.37
		Current	336,356.37
		In place	376,451.75
		This Estimate	0.00
GROUP 3 CONCRETE PAVEMENT
0057                          P402.15	68.15	496.500	33,836.48
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	496.500	33,836.48
		0.000	0.00
		0.000	0.00
0058                          0030.30	735,000.00	1.000	735,000.00
MOBILIZATION	LS	1.000	735,000.00
		0.000	0.00
		0.000	0.00
0059                          1020.03	8.16	63.000	514.08
DELINEATOR, TYPE III	EACH	63.000	514.08
		0.000	0.00
		0.000	0.00
0060                          1020.06	25.50	455.000	11,602.50
FLEXIBLE POST DELINEATOR	EACH	455.000	11,602.50
		0.000	0.00
		0.000	0.00
0061                          2001.00	17.50	560.000	9,800.00
GRAVEL SURFACE COURSE	m3	560.000	9,800.00
		215.990	3,779.83
		0.000	0.00
0062                          2021.00	51.00	2.000	102.00
MAILBOX POST	EACH	2.000	102.00
		0.000	0.00
		0.000	0.00
0063                          3017.40	24.98	976.000	24,380.48
CONCRETE CLASS 47B-20 MEDIAN SURFACING	m2	976.000	24,380.48
		0.000	0.00
		0.000	0.00
0064                          3075.52	28.31	1,914.000	54,185.34
255 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	1,914.000	54,185.34
		0.000	0.00
		0.000	0.00
0065                          3075.56	24.24	252,582.000	6,122,587.68
255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	252,582.000	6,122,587.68
		0.000	0.00
		0.000	0.00
0066                          3089.25	30.70	10,493.000	322,135.10
TEMPORARY SURFACING	m2	10,493.000	322,135.10
200 mm		8,951.303	274,805.00
		0.000	0.00
0067                          3300.50	10,668.71	1.000	10,668.71
PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING	LS	1.000	10,668.71
		0.000	0.00
		0.000	0.00
0068                          3300.65	86.70	153.000	13,265.10
CONCRETE PAVEMENT THICKNESS CORE	EACH	153.000	13,265.10
		0.000	0.00
		0.000	0.00
0069                          4024.55	69.71	105.750	7,371.83
FLUME SPILLWAY	m	105.750	7,371.83
		0.000	0.00
		0.000	0.00
0070                          4024.70	1,244.27	14.000	17,419.78
CONCRETE FLUME, TYPE I	EACH	14.000	17,419.78
		0.000	0.00
		0.000	0.00
0071                          4024.73	1,680.33	20.000	33,606.60
CONCRETE FLUME, TYPE IV	EACH	20.000	33,606.60
		0.000	0.00
		0.000	0.00
0072                          7550.03	1.22	26,200.000	31,964.00
100 mm YELLOW EPOXY PAVEMENT MARKING	m	26,200.000	31,964.00
		0.000	0.00
		0.000	0.00
0073                          7550.04	1.22	31,700.000	38,674.00
100 mm WHITE EPOXY PAVEMENT MARKING	m	31,700.000	38,674.00
		0.000	0.00
		0.000	0.00
0074                          7550.12	3.67	1,600.000	5,872.00
300 mm WHITE EPOXY PAVEMENT MARKING	m	1,600.000	5,872.00
		0.000	0.00
		0.000	0.00
0075                          8051.00	11.89	11,765.000	139,885.85
SOIL BINDER	m3	11,765.000	139,885.85
		0.000	0.00
		0.000	0.00
0076                          8101.40	0.63	329,283.000	207,448.29
SUBGRADE STABILIZATION	m2	329,283.000	207,448.29
		0.000	0.00
		0.000	0.00
0077                          9000.75	18.28	500.000	9,140.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	500.000	9,140.00
SPS		0.000	0.00
		0.000	0.00
0078                          9005.00	30.49	100.000	3,049.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	100.000	3,049.00
SPS		0.000	0.00
		0.000	0.00
0079                          9005.45	65.77	80.000	5,261.60
ASPHALTIC CONCRETE, TYPE SP4(12.5)	Mg	80.000	5,261.60
		0.000	0.00
		0.000	0.00
0080                          9009.86	12.20	69,861.000	852,304.20
SURFACING 150mm	m2	69,861.000	852,304.20
		0.000	0.00
		0.000	0.00
0081                          9009.87	27.30	3,946.000	107,725.80
SURFACING 200mm	m2	3,946.000	107,725.80
		0.000	0.00
		0.000	0.00
0082                          9009.88	38.05	1,682.000	64,000.10
SURFACING 250mm	m2	1,682.000	64,000.10
		0.000	0.00
		0.000	0.00
0083                          9020.92	192.50	27.000	5,197.50
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING	Mg	27.000	5,197.50
		0.000	0.00
		0.000	0.00
0084                          9111.00	2.71	7,421.000	20,110.91
WATER	kL	7,421.000	20,110.91
		0.000	0.00
		0.000	0.00
0085                          9170.00	183.60	638.515	117,231.35
EARTH SHOULDER CONSTRUCTION	StaM	638.515	117,231.35
		0.000	0.00
		0.000	0.00
0086                          9173.20	1.23	702.000	863.46
SUBGRADE PREPARATION	m2	702.000	863.46
		0.000	0.00
		0.000	0.00
0087                          9185.77	73.95	442.350	32,711.78
RUMBLE STRIPS, CONCRETE	StaM	442.350	32,711.78
		0.000	0.00
		0.000	0.00
0088                          9188.50	14.35	1,124.000	16,129.40
SURFACING UNDER GUARDRAIL	m2	1,124.000	16,129.40
		0.000	0.00
		0.000	0.00
4005                          2011.05	24.27	0.000	0.00
CRUSHED ROCK FOR TEMPORARY SURFACING	Mg	300.000	7,281.00
Crushed Rock		127.470	3,093.69
		0.000	0.00
4006                          9175.55	8.85	0.000	0.00
MILLINGS	Mg	220.000	1,947.00
Millings for temp surfacing		218.000	1,929.30
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	9,054,044.92
		Current	9,063,272.92
		In place	283,607.82
		This Estimate	0.00
GROUP 4 CULVERTS
0089                          P120.24	101.90	22.000	2,241.80
600 mm CULVERT PIPE, TYPE 2	m	22.000	2,241.80
		22.000	2,241.80
		0.000	0.00
0090                          P128.24	84.46	17.000	1,435.82
600 mm CULVERT PIPE, TYPE 2 CLASS IV	m	17.000	1,435.82
		0.000	0.00
		0.000	0.00
0091                          P200.42	236.33	45.500	10,753.02
1050 mm CULVERT PIPE, TYPE 2 OR 5	m	45.500	10,753.02
		45.500	10,753.02
		0.000	0.00
0092                          P200.54	316.51	84.000	26,586.84
1350 mm CULVERT PIPE, TYPE 2 OR 5	m	84.000	26,586.84
		84.000	26,586.84
		0.000	0.00
0093                          P200.72	411.06	57.500	23,635.95
1800 mm CULVERT PIPE, TYPE 2 OR 5	m	57.500	23,635.95
		57.500	23,635.95
		0.000	0.00
0094                          P277.15	62.63	18.000	1,127.34
375 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2 OR 5	m	18.000	1,127.34
		18.000	1,127.34
		0.000	0.00
0095                          P277.24	92.62	49.000	4,538.38
600 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2 OR 5	m	49.000	4,538.38
		28.000	2,593.36
		0.000	0.00
0096                          P277.42	248.78	11.000	2,736.58
1050 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2 OR 5	m	11.000	2,736.58
		11.000	2,736.58
		0.000	0.00
0097                          P277.48	297.33	85.000	25,273.05
1200 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2 OR 5	m	85.000	25,273.05
		37.500	11,149.88
		0.000	0.00
0098                          P400.18	70.28	10.000	702.80
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	10.000	702.80
		0.000	0.00
		0.000	0.00
0099                          P400.24	91.80	155.000	14,229.00
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	155.000	14,229.00
		155.000	14,229.00
		0.000	0.00
0100                          P400.30	131.99	211.500	27,915.89
750 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	211.500	27,915.89
		211.500	27,915.89
		0.000	0.00
0101                          P400.36	161.47	60.000	9,688.20
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	60.000	9,688.20
		60.000	9,688.20
		0.000	0.00
0102                          0030.40	15,300.00	1.000	15,300.00
MOBILIZATION	LS	1.000	15,300.00
		1.000	15,300.00
		0.000	0.00
0103                          1043.50	1.94	1,344.000	2,607.36
RIPRAP FILTER FABRIC	m2	1,344.000	2,607.36
		1,226.000	2,378.44
		0.000	0.00
0104                          4004.50	3.57	340.000	1,213.80
CAST IRON GRATE AND FRAME	kg	340.000	1,213.80
		0.000	0.00
		0.000	0.00
0105                          4035.00	102.00	6.000	612.00
REMOVE FLARED-END SECTION	EACH	6.000	612.00
		0.000	0.00
		0.000	0.00
0106                          4040.00	153.00	6.000	918.00
REMOVE HEADWALLS FROM CULVERTS	EACH	6.000	918.00
		4.000	612.00
		0.000	0.00
0107                          4045.00	1,836.00	1.000	1,836.00
REMOVE STRUCTURE	EACH	1.000	1,836.00
AT STA. 124+04.5		0.000	0.00
		0.000	0.00
0108                          4045.01	4,080.00	1.000	4,080.00
REMOVE STRUCTURE	EACH	1.000	4,080.00
AT STA. 11179+95.845		1.000	4,080.00
		0.000	0.00
0109                          4050.01	4.08	1,499.300	6,117.14
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	1,499.300	6,117.14
		1,320.000	5,385.60
		0.000	0.00
0110                          4051.01	6.12	1,205.000	7,374.60
EXCAVATION FOR BOX CULVERTS	m3	1,205.000	7,374.60
		1,052.500	6,441.30
		0.000	0.00
0111                          4101.06	265.20	844.490	223,958.75
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	844.490	223,958.75
		805.942	213,735.81
		0.000	0.00
0112                          4105.59	1,151.78	0.940	1,082.67
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	0.940	1,082.67
		0.000	0.00
		0.000	0.00
0113                          4151.00	1.07	46,738.000	50,009.66
REINFORCING STEEL FOR BOX CULVERT	kg	46,738.000	50,009.66
		44,967.738	48,115.48
		0.000	0.00
0114                          4155.50	2.04	39.000	79.56
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	39.000	79.56
		0.000	0.00
		0.000	0.00
0115                          4310.18	223.69	1.000	223.69
450 mm FLARED-END SECTION	EACH	1.000	223.69
		0.000	0.00
		0.000	0.00
0116                          4310.24	261.32	12.000	3,135.84
600 mm FLARED-END SECTION	EACH	12.000	3,135.84
		4.000	1,045.28
		0.000	0.00
0117                          4310.30	400.45	8.000	3,203.60
750 mm FLARED-END SECTION	EACH	8.000	3,203.60
		4.000	1,601.80
		0.000	0.00
0118                          4310.36	574.06	2.000	1,148.12
900 mm FLARED-END SECTION	EACH	2.000	1,148.12
		0.000	0.00
		0.000	0.00
0119                          4310.42	855.17	2.000	1,710.34
1050 mm FLARED-END SECTION	EACH	2.000	1,710.34
		2.000	1,710.34
		0.000	0.00
0120                          4310.54	991.03	4.000	3,964.12
1350 mm FLARED-END SECTION	EACH	4.000	3,964.12
		4.000	3,964.12
		0.000	0.00
0121                          4310.72	1,693.51	2.000	3,387.02
1800 mm FLARED-END SECTION	EACH	2.000	3,387.02
		2.000	3,387.02
		0.000	0.00
0122                          4320.15	195.53	2.000	391.06
375 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	2.000	391.06
		2.000	391.06
		0.000	0.00
0123                          4320.24	257.14	4.000	1,028.56
600 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	4.000	1,028.56
		3.000	771.42
		0.000	0.00
0124                          4320.42	925.65	2.000	1,851.30
1050 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	2.000	1,851.30
		2.000	1,851.30
		0.000	0.00
0125                          4670.05	130.97	6.000	785.82
CULVERT SANDFILL	m3	6.000	785.82
		6.000	785.82
		0.000	0.00
0126                          4880.24	461.65	17.000	7,848.05
JACKING 600 mm CULVERT PIPE, TYPE 2 CLASS IV	m	17.000	7,848.05
		17.000	7,848.05
		0.000	0.00
0127                          6105.01	31.01	1,296.000	40,188.96
ROCK RIPRAP, TYPE A	Mg	1,296.000	40,188.96
		1,184.000	36,715.84
		0.000	0.00
4001                          4051.12	26.52	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	m3	1,000.000	26,520.00
In accordance with Subsection 702.05 Para. 6a-b-c of the 1997 Stand. Spec.(Metric) and Supplemental Specs.		341.530	9,057.38
		0.000	0.00
4002                          4320.48	1,083.60	0.000	0.00
1200 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	4.000	4,334.40
Plan error.		2.000	2,167.20
		0.000	0.00
4003                          4976.05	7,875.00	0.000	0.00
ADDITIONAL WORK	LS	1.000	7,875.00
Install Control Joints @ Sta.11179+95.845 and Sta.4000+34		1.000	7,875.00
		0.000	0.00
GROUP 4 CULVERTS		Contracted	534,920.69
		Current	573,650.09
		In place	507,878.12
		This Estimate	0.00
GROUP 6A BRIDGE AT STA. 11179+36.129
0146                          0030.60	45,900.00	1.000	45,900.00
MOBILIZATION	LS	1.000	45,900.00
		0.000	0.00
		0.000	0.00
0147                          3050.15	191.76	169.100	32,426.62
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	169.100	32,426.62
		0.000	0.00
		0.000	0.00
0148                          3051.10	1.28	10,765.000	13,779.20
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	10,765.000	13,779.20
		0.000	0.00
		0.000	0.00
0149                          6000.10	4,080.00	1.000	4,080.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	4,080.00
		1.000	4,080.00
		0.000	0.00
0150                          6000.11	4,080.00	1.000	4,080.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	4,080.00
		1.000	4,080.00
		0.000	0.00
0151                          6000.20	10,200.00	1.000	10,200.00
PIER NO.1 EXCAVATION	LS	1.000	10,200.00
		1.000	10,200.00
		1.000	10,200.00
0152                          6005.35	122.40	34.400	4,210.56
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	34.400	4,210.56
		0.000	0.00
		0.000	0.00
0153                          6010.22	392.70	165.800	65,109.66
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	165.800	65,109.66
		0.000	0.00
		0.000	0.00
0154                          6010.28	392.70	212.700	83,527.29
CLASS 47BD-35 CONCRETE FOR BRIDGE	m3	212.700	83,527.29
		0.000	0.00
		0.000	0.00
0155                          6011.11	96,900.00	1.000	96,900.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	96,900.00
AT STA. 11179+36.129		0.000	0.00
		0.000	0.00
0156                          6080.00	2.04	835.000	1,703.40
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	835.000	1,703.40
		0.000	0.00
		0.000	0.00
0157                          6095.00	382.50	8.000	3,060.00
STEEL DIAPHRAGM	EACH	8.000	3,060.00
		0.000	0.00
		0.000	0.00
0158                          6131.50	1.28	34,490.000	44,147.20
EPOXY COATED REINFORCING STEEL	kg	34,490.000	44,147.20
		0.000	0.00
		0.000	0.00
0159                          6139.50	22.44	70.000	1,570.80
SUBSURFACE DRAINAGE MATTING	m2	70.000	1,570.80
		0.000	0.00
		0.000	0.00
0160                          6200.00	90.78	182.000	16,521.96
CONCRETE PILING	m	182.000	16,521.96
		0.000	0.00
		0.000	0.00
0161                          6210.50	85.68	743.800	63,728.78
PIPE PILING	m	743.800	63,728.78
		524.200	44,913.46
		0.000	0.00
0162                          6601.15	63.65	75.800	4,824.67
38 mm CONDUIT IN BRIDGE	m	75.800	4,824.67
		0.000	0.00
		0.000	0.00
0163                          8091.00	28.56	216.000	6,168.96
GRANULAR BACKFILL	m3	216.000	6,168.96
		0.000	0.00
		0.000	0.00
GROUP 6A BRIDGE AT STA. 11179+36.129		Contracted	501,939.10
		Current	501,939.10
		In place	63,273.46
		This Estimate	10,200.00
GROUP 6C BRIDGE AT STA. 15008+74.274
0182                          0030.60	45,900.00	1.000	45,900.00
MOBILIZATION	LS	1.000	45,900.00
		0.500	22,950.00
		0.000	0.00
0183                          3050.15	191.76	169.100	32,426.62
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	169.100	32,426.62
		0.000	0.00
		0.000	0.00
0184                          3051.10	1.28	10,775.000	13,792.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	10,775.000	13,792.00
		0.000	0.00
		0.000	0.00
0185                          6000.10	3,570.00	1.000	3,570.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	3,570.00
		1.000	3,570.00
		0.000	0.00
0186                          6000.11	3,570.00	1.000	3,570.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	3,570.00
		1.000	3,570.00
		0.000	0.00
0187                          6000.20	9,180.00	1.000	9,180.00
PIER NO.1 EXCAVATION	LS	1.000	9,180.00
		0.000	0.00
		0.000	0.00
0188                          6005.35	124.44	34.500	4,293.18
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	34.500	4,293.18
		0.000	0.00
		0.000	0.00
0189                          6010.22	392.70	167.900	65,934.33
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	167.900	65,934.33
		0.000	0.00
		0.000	0.00
0190                          6010.28	392.70	214.000	84,037.80
CLASS 47BD-35 CONCRETE FOR BRIDGE	m3	214.000	84,037.80
		0.000	0.00
		0.000	0.00
0191                          6011.11	102,816.00	1.000	102,816.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	102,816.00
AT STA. 15008+74.274		0.000	0.00
		0.000	0.00
0192                          6080.00	2.04	835.000	1,703.40
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	835.000	1,703.40
		0.000	0.00
		0.000	0.00
0193                          6095.00	382.50	8.000	3,060.00
STEEL DIAPHRAGM	EACH	8.000	3,060.00
		0.000	0.00
		0.000	0.00
0194                          6131.50	1.28	33,540.000	42,931.20
EPOXY COATED REINFORCING STEEL	kg	33,540.000	42,931.20
		0.000	0.00
		0.000	0.00
0195                          6139.50	22.44	71.000	1,593.24
SUBSURFACE DRAINAGE MATTING	m2	71.000	1,593.24
		0.000	0.00
		0.000	0.00
0196                          6200.00	90.78	182.000	16,521.96
CONCRETE PILING	m	182.000	16,521.96
		0.000	0.00
		0.000	0.00
0197                          6210.50	85.68	743.800	63,728.78
PIPE PILING	m	743.800	63,728.78
		524.200	44,913.46
		0.000	0.00
0198                          6601.15	58.96	38.000	2,240.48
38 mm CONDUIT IN BRIDGE	m	38.000	2,240.48
		0.000	0.00
		0.000	0.00
0199                          8091.00	28.56	216.000	6,168.96
GRANULAR BACKFILL	m3	216.000	6,168.96
		0.000	0.00
		0.000	0.00
GROUP 6C BRIDGE AT STA. 15008+74.274		Contracted	503,467.95
		Current	503,467.95
		In place	75,003.46
		This Estimate	0.00
GROUP 6D BRIDGE AT STA. 191+58
0200                          0030.60	45,900.00	1.000	45,900.00
MOBILIZATION	LS	1.000	45,900.00
		1.000	45,900.00
		0.000	0.00
0201                          1010.01	3.47	2,580.000	8,952.60
EXCAVATION (ESTABLISHED QUANTITY)	m3	2,580.000	8,952.60
		1,290.000	4,476.30
		0.000	0.00
0202                          1043.50	2.55	65.000	165.75
RIPRAP FILTER FABRIC	m2	65.000	165.75
		235.000	599.25
		0.000	0.00
0203                          3050.15	191.76	230.300	44,162.33
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	230.300	44,162.33
		0.000	0.00
		0.000	0.00
0204                          3051.10	1.28	17,230.000	22,054.40
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	17,230.000	22,054.40
		0.000	0.00
		0.000	0.00
0205                          6000.10	3,570.00	1.000	3,570.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	3,570.00
		1.000	3,570.00
		0.000	0.00
0206                          6000.11	3,570.00	1.000	3,570.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	3,570.00
		1.000	3,570.00
		0.000	0.00
0207                          6001.50	8,160.00	1.000	8,160.00
BENT NO.1 EXCAVATION	LS	1.000	8,160.00
		1.000	8,160.00
		0.000	0.00
0208                          6001.51	8,160.00	1.000	8,160.00
BENT NO.2 EXCAVATION	LS	1.000	8,160.00
		1.000	8,160.00
		0.000	0.00
0209                          6005.35	122.40	62.900	7,698.96
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	62.900	7,698.96
		0.000	0.00
		0.000	0.00
0210                          6005.60	36.72	270.000	9,914.40
ELASTOMERIC BEARING	EACH	270.000	9,914.40
		270.000	9,914.40
		0.000	0.00
0211                          6010.22	362.10	358.000	129,631.80
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	358.000	129,631.80
		358.000	129,631.80
		0.000	0.00
0212                          6010.26	362.10	347.600	125,865.96
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	347.600	125,865.96
		57.150	20,694.02
		0.000	0.00
0213                          6011.11	278,460.00	1.000	278,460.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	278,460.00
AT STA. 191+58		1.000	278,460.00
		0.000	0.00
0214                          6080.00	2.30	240.000	552.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	240.000	552.00
		240.000	552.00
		0.000	0.00
0215                          6105.02	33.66	225.000	7,573.50
ROCK RIPRAP, TYPE B	Mg	225.000	7,573.50
		219.212	7,378.67
		0.000	0.00
0216                          6131.50	1.28	64,890.000	83,059.20
EPOXY COATED REINFORCING STEEL	kg	64,890.000	83,059.20
		60,907.000	77,960.96
		0.000	0.00
0217                          6139.50	22.44	105.000	2,356.20
SUBSURFACE DRAINAGE MATTING	m2	105.000	2,356.20
		105.000	2,356.20
		0.000	0.00
0218                          6200.00	90.78	1,481.600	134,499.65
CONCRETE PILING	m	1,481.600	134,499.65
		1,469.821	133,430.35
		0.000	0.00
0219                          6310.00	95.88	625.400	59,963.35
STEEL SHEET PILING	m2	625.400	59,963.35
		625.400	59,963.35
		0.000	0.00
0220                          8091.00	28.56	176.400	5,037.98
GRANULAR BACKFILL	m3	176.400	5,037.98
		176.400	5,037.98
		0.000	0.00
4000                          6210.59	54.47	0.000	0.00
PAY CUT-OFF	m	25.000	1,361.75
In accordance with Subsection 703.05 Paragraph 2 of the 1997Metric Specifications.		11.779	641.60
		0.000	0.00
GROUP 6D BRIDGE AT STA. 191+58		Contracted	989,308.08
		Current	990,669.83
		In place	800,456.88
		This Estimate	0.00
GROUP 6E BRIDGE AT STA. 197+78
0221                          0030.60	45,900.00	1.000	45,900.00
MOBILIZATION	LS	1.000	45,900.00
		1.000	45,900.00
		0.000	0.00
0222                          1010.01	3.47	2,010.000	6,974.70
EXCAVATION (ESTABLISHED QUANTITY)	m3	2,010.000	6,974.70
		1,005.000	3,487.35
		0.000	0.00
0223                          1043.50	2.55	64.000	163.20
RIPRAP FILTER FABRIC	m2	64.000	163.20
		942.000	2,402.10
		0.000	0.00
0224                          3050.15	191.76	239.900	46,003.22
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	239.900	46,003.22
		0.000	0.00
		0.000	0.00
0225                          3051.10	1.28	14,800.000	18,944.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	14,800.000	18,944.00
		0.000	0.00
		0.000	0.00
0226                          6000.10	4,080.00	1.000	4,080.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	4,080.00
		1.000	4,080.00
		0.000	0.00
0227                          6000.11	4,080.00	1.000	4,080.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	4,080.00
		1.000	4,080.00
		0.000	0.00
0228                          6001.50	8,160.00	1.000	8,160.00
BENT NO.1 EXCAVATION	LS	1.000	8,160.00
		1.000	8,160.00
		0.000	0.00
0229                          6001.51	8,160.00	1.000	8,160.00
BENT NO.2 EXCAVATION	LS	1.000	8,160.00
		1.000	8,160.00
		0.000	0.00
0230                          6005.35	122.40	48.200	5,899.68
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	48.200	5,899.68
		0.000	0.00
		0.000	0.00
0231                          6005.60	36.72	270.000	9,914.40
ELASTOMERIC BEARING	EACH	270.000	9,914.40
		270.000	9,914.40
		0.000	0.00
0232                          6010.22	362.10	386.800	140,060.28
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	386.800	140,060.28
		386.800	140,060.27
		0.000	0.00
0233                          6010.26	362.10	300.500	108,811.05
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	300.500	108,811.05
		42.430	15,363.90
		0.000	0.00
0234                          6011.11	254,490.00	1.000	254,490.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	254,490.00
AT STA. 197+78		1.000	254,490.00
		0.667	169,744.83
0235                          6040.00	15,300.00	1.000	15,300.00
REMOVE STRUCTURE	EACH	1.000	15,300.00
AT STA. 197+79.124 LT.		1.000	15,300.00
		0.000	0.00
0236                          6080.00	2.30	470.000	1,081.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	470.000	1,081.00
		470.000	1,081.00
		0.000	0.00
0237                          6104.00	15.71	130.000	2,042.30
BROKEN CONCRETE RIPRAP	Mg	130.000	2,042.30
		0.000	0.00
		0.000	0.00
0238                          6105.02	33.66	1,145.000	38,540.70
ROCK RIPRAP, TYPE B	Mg	1,145.000	38,540.70
		881.366	29,666.78
		0.000	0.00
0239                          6131.50	1.28	59,520.000	76,185.60
EPOXY COATED REINFORCING STEEL	kg	59,520.000	76,185.60
		56,712.500	72,592.00
		0.000	0.00
0240                          6139.50	22.44	82.000	1,840.08
SUBSURFACE DRAINAGE MATTING	m2	82.000	1,840.08
		82.000	1,840.08
		0.000	0.00
0241                          6200.00	90.78	476.800	43,283.90
CONCRETE PILING	m	476.800	43,283.90
		474.845	43,106.43
		0.000	0.00
0242                          6210.50	85.68	780.800	66,898.94
PIPE PILING	m	780.800	66,898.94
		780.800	66,898.94
		0.000	0.00
0243                          6310.00	95.88	508.800	48,783.74
STEEL SHEET PILING	m2	508.800	48,783.74
		508.800	48,783.74
		0.000	0.00
0244                          8091.00	28.56	205.000	5,854.80
GRANULAR BACKFILL	m3	205.000	5,854.80
		205.000	5,854.80
		0.000	0.00
4004                          6210.59	54.47	0.000	0.00
PILE CUT-OFF	m	20.000	1,089.40
See 703.05 Para.2 "97" M.Spec		1.955	106.49
		0.000	0.00
GROUP 6E BRIDGE AT STA. 197+78		Contracted	961,451.61
		Current	962,541.01
		In place	781,328.28
		This Estimate	169,744.83
GROUP 7 GUARDRAIL
0245                          0030.70	2,601.00	1.000	2,601.00
MOBILIZATION	LS	1.000	2,601.00
		0.000	0.00
		0.000	0.00
0246                          3013.02	240.82	120.080	28,917.67
CONCRETE BARRIER CURB SPECIAL	m	120.080	28,917.67
		0.000	0.00
		0.000	0.00
0247                          7011.20	37.52	636.270	23,872.85
W-BEAM GUARDRAIL	m	636.270	23,872.85
		0.000	0.00
		0.000	0.00
0248                          7011.30	62.37	121.920	7,604.15
THRIE-BEAM GUARDRAIL	m	121.920	7,604.15
		0.000	0.00
		0.000	0.00
0249                          7020.00	986.68	18.000	17,760.24
BRIDGE APPROACH SECTIONS	EACH	18.000	17,760.24
		0.000	0.00
		0.000	0.00
0250                          7022.50	4,277.88	4.000	17,111.52
BULLNOSE-3.8 m	EACH	4.000	17,111.52
		0.000	0.00
		0.000	0.00
0251                          7024.25	1,556.52	18.000	28,017.36
GUARDRAIL END TREATMENT, TYPE I	EACH	18.000	28,017.36
		0.000	0.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	125,884.79
		Current	125,884.79
		In place	0.00
		This Estimate	0.00
GROUP 8B ELECTRICAL
0252                          A001.01	306.00	7.000	2,142.00
PULL BOX, TYPE PB-1	EACH	7.000	2,142.00
		0.000	0.00
		0.000	0.00
0253                          A001.12	408.00	17.000	6,936.00
PULL BOX, TYPE PB-5	EACH	17.000	6,936.00
		0.000	0.00
		0.000	0.00
0254                          A006.98	306.00	4.000	1,224.00
VEHICLE DETECTOR, TYPE A PREFORMED	EACH	4.000	1,224.00
		0.000	0.00
		0.000	0.00
0255                          A007.00	357.00	8.000	2,856.00
VEHICLE DETECTOR, TYPE B PREFORMED	EACH	8.000	2,856.00
		0.000	0.00
		0.000	0.00
0256                          A009.14	1,530.00	61.000	93,330.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25	EACH	61.000	93,330.00
		0.000	0.00
		0.000	0.00
0257                          A010.60	612.00	4.000	2,448.00
UNDERDECK LUMINAIRE, TYPE UD-100	EACH	4.000	2,448.00
		0.000	0.00
		0.000	0.00
0258                          A020.30	1,217.88	7.000	8,525.16
LIGHTING CONTROL CENTER, TYPE R	EACH	7.000	8,525.16
		0.000	0.00
		0.000	0.00
0259                          A070.10	5.61	3,278.000	18,389.58
38 mm CONDUIT IN TRENCH	m	3,278.000	18,389.58
		0.000	0.00
		0.000	0.00
0260                          A070.14	8.16	416.000	3,394.56
50 mm CONDUIT IN TRENCH	m	416.000	3,394.56
		0.000	0.00
		0.000	0.00
0261                          A072.10	7.65	527.000	4,031.55
38 mm CONDUIT UNDER ROADWAY	m	527.000	4,031.55
		0.000	0.00
		0.000	0.00
0262                          A072.18	10.20	79.000	805.80
75 mm CONDUIT UNDER ROADWAY	m	79.000	805.80
		0.000	0.00
		0.000	0.00
0263                          A080.10	2.55	816.000	2,080.80
STREET LIGHTING CABLE, NO. 2 USE	m	816.000	2,080.80
		0.000	0.00
		0.000	0.00
0264                          A080.15	2.04	761.000	1,552.44
STREET LIGHTING CABLE, NO. 4 USE	m	761.000	1,552.44
		0.000	0.00
		0.000	0.00
0265                          A080.22	1.53	4,290.000	6,563.70
STREET LIGHTING CABLE, NO. 6 BARE	m	4,290.000	6,563.70
		0.000	0.00
		0.000	0.00
0266                          A080.24	1.63	7,003.000	11,414.89
STREET LIGHTING CABLE, NO. 6 USE	m	7,003.000	11,414.89
		0.000	0.00
		0.000	0.00
0267                          0030.81	4,282.98	1.000	4,282.98
MOBILIZATION	LS	1.000	4,282.98
		0.000	0.00
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	169,977.46
		Current	169,977.46
		In place	0.00
		This Estimate	0.00
GROUP 8C SIGNING
0268                          0030.82	3,516.96	1.000	3,516.96
MOBILIZATION	LS	1.000	3,516.96
		0.000	0.00
		0.000	0.00
0269                          7322.01	214.20	103.762	22,225.82
TYPE B SIGN	m2	103.762	22,225.82
		0.000	0.00
		0.000	0.00
0270                          7340.00	3.06	5,080.600	15,546.64
STRUCTURAL STEEL FOR SIGN SUPPORTS	kg	5,080.600	15,546.64
		0.000	0.00
		0.000	0.00
0271                          7360.24	612.00	58.000	35,496.00
600 mm SIGN SUPPORT FOOTING	EACH	58.000	35,496.00
		0.000	0.00
		0.000	0.00
0272                          7360.30	714.00	4.000	2,856.00
750 mm SIGN SUPPORT FOOTING	EACH	4.000	2,856.00
		0.000	0.00
		0.000	0.00
GROUP 8C SIGNING		Contracted	79,641.42
		Current	79,641.42
		In place	0.00
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0273                          0001.08	0.50	39,250.000	19,625.00
BARRICADE, TYPE II	BDAY	39,250.000	19,625.00
		20,698.000	10,349.00
		1,694.000	847.00
0274                          0001.10	1.28	32,878.000	42,083.84
BARRICADE, TYPE III	BDAY	32,878.000	42,083.84
		7,052.000	9,026.56
		462.000	591.36
0275                          0001.30	0.51	10,078.000	5,139.78
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	10,078.000	5,139.78
		254.000	129.54
		0.000	0.00
0276                          0001.75	2.55	900.000	2,295.00
TEMPORARY SIGN DAY	EACH	900.000	2,295.00
		0.000	0.00
		0.000	0.00
0277                          0001.90	0.15	99,320.000	14,898.00
SIGN DAY	EACH	99,320.000	14,898.00
		19,975.000	2,996.25
		1,484.000	222.60
0278                          0002.30	1.02	2,000.000	2,040.00
PAVEMENT MARKING REMOVAL	m	2,000.000	2,040.00
		151.000	154.02
		0.000	0.00
0279                          0002.38	1.68	2,000.000	3,360.00
TEMPORARY PAVEMENT MARKING, TYPE I	m	2,000.000	3,360.00
		6,850.900	11,509.51
		0.000	0.00
0280                          0002.97	5.10	800.000	4,080.00
FLASHING ARROW PANEL	DAY	800.000	4,080.00
		187.000	953.70
		14.000	71.40
0281                          0003.10	154.87	100.000	15,487.00
FLAGGING	DAY	100.000	15,487.00
		1.000	154.87
		0.000	0.00
0282                          0003.35	765.00	5.000	3,825.00
MOBILE TRAFFIC CONTROL OPERATION	DAY	5.000	3,825.00
		0.000	0.00
		0.000	0.00
0283                          0010.04	2,853.95	1.000	2,853.95
FIELD OFFICE	EACH	1.000	2,853.95
		1.000	2,853.95
		0.000	0.00
0284                          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
0285                          0030.00	10,000.00	1.000	10,000.00
MOBILIZATION	LS	1.000	10,000.00
		1.000	10,000.00
		0.000	0.00
0286                          1017.00	76,500.00	1.000	76,500.00
CONSTRUCTION STAKING AND SURVEYING	LS	1.000	76,500.00
		0.500	38,250.00
		0.000	0.00
0287                          9110.01	56.43	70.000	3,950.10
RENTAL OF LOADER, FULLY OPERATED	HOUR	70.000	3,950.10
		3.000	169.29
		0.000	0.00
0288                          9110.02	57.57	10.000	575.70
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	10.000	575.70
		1.000	57.57
		0.000	0.00
0289                          9110.03	51.00	70.000	3,570.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	70.000	3,570.00
		0.000	0.00
		0.000	0.00
0290                          9110.06	57.57	60.000	3,454.20
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	60.000	3,454.20
		44.000	2,533.08
		0.000	0.00
0291                          9110.07	36.15	70.000	2,530.50
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	70.000	2,530.50
		0.000	0.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	217,868.07
		Current	217,868.07
		In place	89,137.34
		This Estimate	1,732.36
Totals for contract		Contracted	19,184,951.80
		Current	19,235,360.35
		In place	7,868,384.72
		This Estimate	213,047.14