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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	1613 COLLINS CONTRACTING COMPANY, INC./M. E.
Contract ID:	3343
Estimate Number:	0005
Pay Period End Date:	06.01.2002

Contract Location:
IN DECATUR	Estimate Type:	PROG
Contractor:
COLLINS CONTRACTING COMPANY, INC./M. E.	Date Let:	02.07.2002
PO BOX 83	Date Awarded:	02.14.2002
	Date Contract Executed:	02.15.2002
	Date Notice to Proceed:	02.15.2002
WAHOO NE 68066	Date Work Began:	04.08.2002
Phone:	Date Physical Work Completed:
(402)443-3663	Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY

Counties
BURT

Project Number		PCT			Fed State Project Number		Description
31343 000		0.000			EACSTPD-75-3(110)		GR CONC PAVE CULV GDRL FENCE ELEC

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$638,689.80	$334,058.84	$304,630.96
$2,733,580.84	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$638,689.80	$334,058.84	$304,630.96
$2,717,717.15	Retainage	$-6,386.90	$-3,340.59	$-3,046.31
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
23.36%	Net Earnings	$632,302.90	$330,718.25	$301,584.65
	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	$.00	$.00	$.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	$.00	$.00	$.00
	Payment	$632,302.90	$330,718.25	$301,584.65
Project Manager			Div. Head/Dist. Eng.
Francis, Jeff	06.03.2002		Boyle, Pat	06.03.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	06.04.2002
Controller Div. Processed
Burling, Laurie	06.04.2002

		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	622.00	1.000	622.00
COVER CROP SEEDING	ha	1.000	622.00
		0.000	0.00
		0.000	0.00
0002                          L020.00	1.87	405.000	757.35
EROSION CONTROL	m2	405.000	757.35
		0.000	0.00
		0.000	0.00
0003                          L022.11	8.09	328.000	2,653.52
FABRIC SILT FENCE-LOW POROSITY	m	328.000	2,653.52
		373.500	3,021.62
		0.000	0.00
0004                          0030.10	7,930.90	1.000	7,930.90
MOBILIZATION	LS	1.000	7,930.90
		1.000	7,930.90
		0.500	3,965.44
0005                          1000.00	1,036.70	1.000	1,036.70
LARGE TREE REMOVAL	EACH	1.000	1,036.70
		0.000	0.00
		0.000	0.00
0006                          1009.00	5,183.60	1.000	5,183.60
GENERAL CLEARING AND GRUBBING	LS	1.000	5,183.60
		0.900	4,665.24
		0.900	4,665.24
0007                          1010.01	2.30	8,376.000	19,264.80
EXCAVATION (ESTABLISHED QUANTITY)	m3	8,376.000	19,264.80
		0.000	0.00
		0.000	0.00
0008                          1011.00	4.70	233.000	1,095.10
WATER	kL	233.000	1,095.10
		0.000	0.00
		0.000	0.00
0009                          1016.00	135.00	31.000	4,185.00
RE-ESTABLISH PROPERTY CORNER	EACH	31.000	4,185.00
		0.000	0.00
		0.000	0.00
0010                          1101.00	5.20	19,358.000	100,661.60
REMOVE PAVEMENT	m2	19,358.000	100,661.60
		12,637.214	65,713.51
		6,233.214	32,412.71
0011                          1101.25	8.20	200.000	1,640.00
SAWING PAVEMENT	m	200.000	1,640.00
		0.000	0.00
		0.000	0.00
0012                          1102.00	4.10	260.000	1,066.00
REMOVE ASPHALT SURFACE	m2	260.000	1,066.00
		0.000	0.00
		0.000	0.00
0013                          1106.00	3.20	1,360.000	4,352.00
REMOVE DRIVEWAY	m2	1,360.000	4,352.00
		602.293	1,927.34
		26.141	83.65
0014                          1107.00	2.30	1,871.000	4,303.30
REMOVE WALK	m2	1,871.000	4,303.30
		1,166.342	2,682.59
		125.000	287.50
0015                          1108.00	5.20	78.000	405.60
REMOVE COMBINATION CURB AND GUTTER	m	78.000	405.60
		61.800	321.36
		0.000	0.00
0016                          1113.00	51.80	15.000	777.00
REMOVE STEP	EACH	15.000	777.00
		9.000	466.20
		0.000	0.00
0017                          1117.00	299.30	1.000	299.30
REMOVE MANHOLE	EACH	1.000	299.30
		1.000	299.30
		0.000	0.00
0018                          1119.00	299.30	13.000	3,890.90
REMOVE INLET	EACH	13.000	3,890.90
		3.000	897.90
		1.000	299.30
0019                          1123.00	3.10	29.600	91.76
REMOVE CONCRETE DITCH LINER	m2	29.600	91.76
		0.000	0.00
		0.000	0.00
0020                          1130.50	933.00	2.000	1,866.00
ABANDON MONITOR WELL	EACH	2.000	1,866.00
		4.000	3,732.00
		0.000	0.00
0021                          4350.18	21.20	9.900	209.88
450 mm CORRUGATED METAL PIPE	m	9.900	209.88
		9.900	209.88
		0.000	0.00
0022                          5895.00	4,665.30	1.000	4,665.30
SITE RESTORATION	LS	1.000	4,665.30
		0.800	3,732.24
		0.800	3,732.24
0023                          7017.00	4.10	78.000	319.80
REMOVE GUARDRAIL	m	78.000	319.80
		0.000	0.00
		0.000	0.00
0024                          9110.01	72.60	10.000	726.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	10.000	726.00
		4.500	326.70
		0.000	0.00
0025                          9110.03	51.80	10.000	518.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	10.000	518.00
		0.000	0.00
		0.000	0.00
0026                          9110.07	51.80	10.000	518.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	10.000	518.00
		0.000	0.00
		0.000	0.00
GROUP 1 GRADING		Contracted	169,039.41
		Current	169,039.41
		In place	95,926.78
		This Estimate	45,446.08
GROUP 3 CONCRETE PAVEMENT
0027                          L001.02	1,555.09	1.066	1,657.73
SEEDING, TYPE B	ha	1.066	1,657.73
		0.000	0.00
		0.000	0.00
0028                          L010.00	4.49	10,765.000	48,334.85
SODDING	m2	10,765.000	48,334.85
		0.000	0.00
		0.000	0.00
0029                          L032.80	103.67	2.250	233.26
HYDROMULCH	Mg	2.250	233.26
		0.000	0.00
		0.000	0.00
0030                          0030.10	29,459.20	1.000	29,459.20
MOBILIZATION	LS	1.000	29,459.20
		0.500	14,729.60
		0.250	7,364.80
0031                          2021.00	51.80	10.000	518.00
MAILBOX POST	EACH	10.000	518.00
		0.000	0.00
		0.000	0.00
0032                          3013.11	62.30	9.000	560.70
CONCRETE CLASS 47B-25 BARRIER CURB	m	9.000	560.70
		0.000	0.00
		0.000	0.00
0033                          3014.12	56.90	78.000	4,438.20
COMBINATION CONCRETE CLASS 47B-25 CURB AND GUTTER	m	78.000	4,438.20
		0.000	0.00
		0.000	0.00
0034                          3016.21	31.24	3,507.000	109,558.68
CONCRETE CLASS 47B-20 SIDEWALKS	m2	3,467.000	108,309.08
		0.000	0.00
		0.000	0.00
0035                          3017.40	40.00	80.000	3,200.00
CONCRETE CLASS 47B-20 MEDIAN SURFACING	m2	80.000	3,200.00
		0.000	0.00
		0.000	0.00
0036                          3020.26	31.90	1,943.000	61,981.70
CONCRETE CLASS 47B-25 DRIVEWAY	m2	1,943.000	61,981.70
		0.000	0.00
		0.000	0.00
0037                          3075.42	32.30	6,959.000	224,775.70
230 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	6,959.000	224,775.70
		0.000	0.00
		0.000	0.00
0038                          3075.46	36.90	13,302.000	490,843.80
230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	13,302.000	490,843.80
		0.000	0.00
		0.000	0.00
0039                          3089.25	38.90	4,679.000	182,013.10
TEMPORARY SURFACING	m2	4,679.000	182,013.10
		1,375.647	53,512.67
		1,026.000	39,911.40
0040                          3091.19	46.70	581.000	27,132.70
230 mm CONCRETE PAVEMENT, CLASS 47B-HE-25	m2	581.000	27,132.70
		0.000	0.00
		0.000	0.00
0041                          3091.25	49.50	793.000	39,253.50
230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-HE-25	m2	793.000	39,253.50
		0.000	0.00
		0.000	0.00
0042                          3300.65	50.00	11.000	550.00
CONCRETE PAVEMENT THICKNESS CORE	EACH	11.000	550.00
		0.000	0.00
		0.000	0.00
0043                          7502.04	6.48	68.000	440.64
100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4	m	68.000	440.64
		0.000	0.00
		0.000	0.00
0044                          7503.04	6.48	924.000	5,987.52
100 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4	m	924.000	5,987.52
		0.000	0.00
		0.000	0.00
0045                          7508.04	19.44	12.000	233.28
300 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4	m	12.000	233.28
		0.000	0.00
		0.000	0.00
0046                          7509.04	19.44	64.000	1,244.16
300 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4	m	64.000	1,244.16
		0.000	0.00
		0.000	0.00
0047                          7512.04	38.88	16.200	629.86
600 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4	m	16.200	629.86
		0.000	0.00
		0.000	0.00
0048                          8029.10	6.22	21,567.000	134,146.74
AGGREGATE FOUNDATION COURSE-D 100 mm	m2	21,567.000	134,146.74
		0.000	0.00
		0.000	0.00
0049                          9005.45	41.50	600.000	24,900.00
ASPHALTIC CONCRETE, TYPE SP4(12.5)	Mg	600.000	24,900.00
		421.876	17,507.85
		4.536	188.24
0050                          9021.01	188.70	32.400	6,113.88
PERFORMANCE GRADED BINDER (64-22)	Mg	32.400	6,113.88
		23.568	4,447.28
		0.000	0.00
0051                          9053.00	0.30	3,030.000	909.00
TACK COAT	L	3,030.000	909.00
		1,703.430	511.03
		0.000	0.00
0052                          9111.00	4.00	479.000	1,916.00
WATER	kL	479.000	1,916.00
		0.000	0.00
		0.000	0.00
0053                          9170.00	598.60	31.207	18,680.51
EARTH SHOULDER CONSTRUCTION	StaM	31.207	18,680.51
		0.000	0.00
		0.000	0.00
0054                          9173.20	1.54	28,355.000	43,666.70
SUBGRADE PREPARATION	m2	28,355.000	43,666.70
		1,481.000	2,280.74
		1,026.000	1,580.04
0055                          9179.35	7.40	475.000	3,515.00
COLD MILLING, CLASS 5	m2	475.000	3,515.00
		354.680	2,624.63
		0.000	0.00
4004                          3016.24	39.33	0.000	0.00
200 mm CONCRETE CLASS 47B-20 SIDEWALKS	m2	40.000	1,573.20
200 mm sidewalk @ 7th and Broadway		0.000	0.00
		0.000	0.00
4007                          3089.25	27.23	0.000	0.00
TEMPORARY SURFACING	m2	180.000	4,901.40
Temp. surfacing at 7th and Broadway		127.916	3,483.15
		127.916	3,483.15
4010                          2011.05	15.53	0.000	0.00
CRUSHED ROCK FOR TEMPORARY SURFACING	Mg	75.000	1,164.75
To provide access for property owners.		112.200	1,742.47
		112.200	1,742.47
GROUP 3 CONCRETE PAVEMENT		Contracted	1,466,894.40
		Current	1,473,284.15
		In place	100,839.42
		This Estimate	54,270.10
GROUP 4 CULVERTS
0056                          P310.42	220.00	20.000	4,400.00
1050 mm CULVERT PIPE, TYPE 2,4 OR 5	m	20.000	4,400.00
		0.000	0.00
		0.000	0.00
0057                          P700.15	70.00	48.000	3,360.00
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	48.000	3,360.00
		24.000	1,680.00
		24.000	1,680.00
0058                          P700.18	77.30	525.000	40,582.50
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	525.000	40,582.50
		0.000	0.00
		0.000	0.00
0059                          P700.24	98.20	112.000	10,998.40
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	112.000	10,998.40
		2.000	196.40
		0.000	0.00
0060                          P700.30	132.00	105.000	13,860.00
750 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	105.000	13,860.00
		0.000	0.00
		0.000	0.00
0061                          P700.36	190.00	80.800	15,352.00
900 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	80.800	15,352.00
		0.000	0.00
		0.000	0.00
0062                          P702.60	400.00	13.000	5,200.00
1500 mm STORM SEWER PIPE, TYPE 1	m	13.000	5,200.00
		0.000	0.00
		0.000	0.00
0063                          P705.15	59.00	24.000	1,416.00
375 mm STORM SEWER PIPE, TYPE 1 CLASS IV	m	24.000	1,416.00
		24.000	1,416.00
		0.000	0.00
0064                          P775.24	157.00	22.000	3,454.00
600 mm ROUND EQUIVALENT STORM SEWER PIPE, TYPE 1	m	22.000	3,454.00
		0.000	0.00
		0.000	0.00
0065                          P775.72	690.00	509.000	351,210.00
1800 mm ROUND EQUIVALENT STORM SEWER PIPE, TYPE 1	m	509.000	351,210.00
		333.140	229,866.60
		162.340	112,014.60
0066                          0030.40	8,000.00	1.000	8,000.00
MOBILIZATION	LS	1.000	8,000.00
		1.000	8,000.00
		0.000	0.00
0067                          1043.50	5.50	86.000	473.00
RIPRAP FILTER FABRIC	m2	86.000	473.00
		0.000	0.00
		0.000	0.00
0068                          4002.00	4.50	2,280.000	10,260.00
CAST IRON COVER AND FRAME	kg	2,280.000	10,260.00
		0.000	0.00
		0.000	0.00
0069                          4005.00	3.30	468.000	1,544.40
CAST IRON RING AND COVER	kg	468.000	1,544.40
		0.000	0.00
		0.000	0.00
0070                          4016.00	3,276.00	1.000	3,276.00
MANHOLE	EACH	1.000	3,276.00
AT STA. 1100+48.5 RT.		0.900	2,948.40
		0.900	2,948.40
0071                          4016.01	3,344.00	1.000	3,344.00
MANHOLE	EACH	1.000	3,344.00
AT STA. 1101+53.5 RT.		0.900	3,009.60
		0.900	3,009.60
0072                          4016.02	3,307.00	1.000	3,307.00
MANHOLE	EACH	1.000	3,307.00
AT STA. 1102+63.0 RT.		0.000	0.00
		0.000	0.00
0073                          4040.00	150.00	6.000	900.00
REMOVE HEADWALLS FROM CULVERTS	EACH	6.000	900.00
		0.000	0.00
		0.000	0.00
0074                          4043.50	9.80	558.000	5,468.40
REMOVE SEWER PIPE	m	558.000	5,468.40
		289.810	2,840.14
		159.810	1,566.14
0075                          4045.00	1,500.00	1.000	1,500.00
REMOVE STRUCTURE	EACH	1.000	1,500.00
AT STA. 105+65		0.000	0.00
		0.000	0.00
0076                          4050.01	10.00	223.000	2,230.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	223.000	2,230.00
		0.000	0.00
		0.000	0.00
0077                          4093.80	120.70	429.560	51,847.89
WALL MATERIALS	m2	429.560	51,847.89
		0.000	0.00
		0.000	0.00
0078                          4095.10	20.80	348.260	7,243.81
CONCRETE LEVELING PADS	m	348.260	7,243.81
		0.000	0.00
		0.000	0.00
0079                          4100.06	736.00	5.400	3,974.40
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL	m3	5.400	3,974.40
		0.000	0.00
		0.000	0.00
0080                          4103.06	1,300.00	10.160	13,208.00
CLASS 47B-20 CONCRETE FOR STEP	m3	10.160	13,208.00
		0.000	0.00
		0.000	0.00
0081                          4105.58	498.00	145.050	72,234.90
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	145.050	72,234.90
		29.390	14,636.22
		22.824	11,366.35
0082                          4107.07	636.00	2.510	1,596.36
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	2.510	1,596.36
		0.660	419.76
		0.000	0.00
0083                          4150.00	2.40	295.000	708.00
REINFORCING STEEL FOR HEADWALL	kg	295.000	708.00
		0.000	0.00
		0.000	0.00
0084                          4155.50	2.00	5,374.000	10,748.00
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	5,374.000	10,748.00
		1,364.400	2,728.80
		944.400	1,888.80
0085                          4157.00	2.40	75.000	180.00
REINFORCING STEEL FOR COLLARS	kg	75.000	180.00
		23.000	55.20
		0.000	0.00
0086                          4230.24	351.00	1.000	351.00
BAR GRATE FOR 600 mm CONCRETE FLARED-END SECTION	EACH	1.000	351.00
		0.000	0.00
		0.000	0.00
0087                          4310.24	557.00	1.000	557.00
600 mm FLARED-END SECTION	EACH	1.000	557.00
		0.000	0.00
		0.000	0.00
0088                          4320.72	4,000.00	1.000	4,000.00
1800 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	1.000	4,000.00
		0.000	0.00
		0.000	0.00
0089                          4870.15	401.00	24.000	9,624.00
JACKING 375 mm STORM SEWER PIPE, TYPE 1 CLASS IV	m	24.000	9,624.00
		24.000	9,624.00
		0.000	0.00
0090                          6105.01	36.40	5.270	191.83
ROCK RIPRAP, TYPE A	Mg	5.270	191.83
		0.000	0.00
		0.000	0.00
0091                          6105.03	36.40	53.260	1,938.66
ROCK RIPRAP, TYPE C	Mg	53.260	1,938.66
		0.000	0.00
		0.000	0.00
0092                          6406.00	120.00	268.000	32,160.00
PEDESTRIAN HANDRAIL	m	268.000	32,160.00
		0.000	0.00
		0.000	0.00
0093                          8024.50	34.70	300.690	10,433.94
SELECT GRANULAR BACKFILL FOR RETAINED EARTH STRUCTURE	m3	300.690	10,433.94
		0.000	0.00
		0.000	0.00
4002                          4015.00	280.00	0.000	0.00
ADJUST MANHOLE TO GRADE	EACH	4.000	1,120.00
		4.000	1,120.00
		4.000	1,120.00
GROUP 4 CULVERTS		Contracted	711,133.50
		Current	712,253.50
		In place	278,541.12
		This Estimate	135,593.89
GROUP 4A SANITARY SEWER AND WATER MAIN
0094                          W100.00	146.00	29.000	4,234.00
CURB STOP AND BOX	EACH	29.000	4,234.00
25 mm		21.000	3,066.00
		16.000	2,336.00
0095                          W175.01	143.00	39.000	5,577.00
25 mm CORPORATION STOP	EACH	39.000	5,577.00
		26.000	3,718.00
		18.000	2,574.00
0096                          W176.01	44.20	259.080	11,451.34
25 mm COPPER WATER SERVICE	m	259.080	11,451.34
		185.070	8,180.09
		154.379	6,823.55
0097                          W176.70	52.20	45.000	2,349.00
WATER SERVICE CONNECTION	EACH	45.000	2,349.00
		25.000	1,305.00
		18.000	939.60
0098                          W205.04	32.00	27.510	880.32
100 mm WATER MAIN PIPE	m	27.510	880.32
		14.282	457.02
		0.000	0.00
0099                          W205.06	36.50	1,294.130	47,235.75
150 mm WATER MAIN PIPE	m	1,294.130	47,235.75
		1,265.668	46,196.88
		0.000	0.00
0100                          W219.64	499.00	11.000	5,489.00
100 mm GATE VALVE AND BOX	EACH	11.000	5,489.00
		8.000	3,992.00
		0.000	0.00
0101                          W219.66	500.00	15.000	7,500.00
150 mm GATE VALVE AND BOX	EACH	15.000	7,500.00
		17.000	8,500.00
		0.000	0.00
0102                          W222.06	2,000.00	4.000	8,000.00
150 mm FIRE HYDRANT	EACH	4.000	8,000.00
		4.000	8,000.00
		0.000	0.00
0103                          W223.00	8,879.00	1.000	8,879.00
GRINDER PUMP	EACH	1.000	8,879.00
		0.000	0.00
		0.000	0.00
0104                          W224.45	47.00	28.000	1,316.00
25 mm COMPRESSION COUPLING	EACH	28.000	1,316.00
		5.000	235.00
		5.000	235.00
0105                          W224.50	48.00	16.000	768.00
25 mm X 19 mm COMPRESSION COUPLING	EACH	16.000	768.00
		14.000	672.00
		7.000	336.00
0106                          W224.87	48.00	1.000	48.00
25 mm BOLTED FLEX COUPLING	EACH	1.000	48.00
		0.000	0.00
		0.000	0.00
0107                          W224.90	164.00	11.000	1,804.00
100 mm BOLTED FLEX COUPLING	EACH	11.000	1,804.00
		4.000	656.00
		0.000	0.00
0108                          W356.10	154.00	5.000	770.00
150 mm X 100 mm TEE	EACH	5.000	770.00
		5.000	770.00
		0.000	0.00
0109                          W356.12	171.00	5.000	855.00
150 mm X 150 mm TEE	EACH	5.000	855.00
		4.000	684.00
		0.000	0.00
0110                          W356.50	204.00	2.000	408.00
CROSS	EACH	2.000	408.00
150 mm X 100 mm		2.000	408.00
		0.000	0.00
0111                          W357.14	74.00	2.000	148.00
100 mm - 45 DEGREE BEND	EACH	2.000	148.00
		4.000	296.00
		0.000	0.00
0112                          W357.16	110.00	16.000	1,760.00
150 mm - 45 DEGREE BEND	EACH	16.000	1,760.00
		8.000	880.00
		0.000	0.00
0113                          W357.20	127.00	1.000	127.00
150 mm - 90 DEGREE BEND	EACH	1.000	127.00
		1.000	127.00
		0.000	0.00
0114                          W357.48	107.00	1.000	107.00
150 mm - 11 1/4 DEGREE BEND	EACH	1.000	107.00
		1.000	107.00
		0.000	0.00
0115                          W357.50	74.00	17.000	1,258.00
100 mm - 22 1/2 DEGREE BEND	EACH	17.000	1,258.00
		0.000	0.00
		0.000	0.00
0116                          W357.52	111.00	1.000	111.00
150 mm - 22 1/2 DEGREE BEND	EACH	1.000	111.00
		0.000	0.00
		0.000	0.00
0117                          W358.14	159.00	1.000	159.00
150 mm X 50 mm REDUCER	EACH	1.000	159.00
		0.000	0.00
		0.000	0.00
0118                          W358.16	87.00	2.000	174.00
150 mm X 100 mm REDUCER	EACH	2.000	174.00
		1.000	87.00
		0.000	0.00
0119                          W724.75	398.00	1.000	398.00
CONNECT TO WATER MAIN	EACH	1.000	398.00
		4.000	1,592.00
		0.000	0.00
0120                          W800.33	150.00	4.000	600.00
REMOVE HYDRANT	EACH	4.000	600.00
		0.000	0.00
		0.000	0.00
0121                          W800.96	81.30	8.400	682.92
BORING 150 mm WATER MAIN	m	8.400	682.92
		0.000	0.00
		0.000	0.00
0122                          0030.40	5,100.00	1.000	5,100.00
MOBILIZATION	LS	1.000	5,100.00
		1.000	5,100.00
		0.000	0.00
0123                          4005.00	2.60	1,632.000	4,243.20
CAST IRON RING AND COVER	kg	1,632.000	4,243.20
		1,020.000	2,652.00
		1,020.000	2,652.00
0124                          4015.75	500.00	22.200	11,100.00
MANHOLE	Vm	22.200	11,100.00
		11.980	5,990.00
		11.980	5,990.00
0125                          4016.00	1,000.00	8.000	8,000.00
MANHOLE	EACH	8.000	8,000.00
		5.000	5,000.00
		5.000	5,000.00
0126                          4017.00	440.00	1.000	440.00
TAPPING EXISTING MANHOLE	EACH	1.000	440.00
		0.000	0.00
		0.000	0.00
0127                          4042.55	54.00	18.000	972.00
CONNECT SANITARY SERVICE	EACH	18.000	972.00
		0.000	0.00
		0.000	0.00
0128                          4043.50	10.00	693.000	6,930.00
REMOVE SEWER PIPE	m	693.000	6,930.00
		0.000	0.00
		0.000	0.00
0129                          4732.08	58.10	695.000	40,379.50
200 mm P.V.C. SANITARY SEWER PIPE	m	695.000	40,379.50
		544.246	31,620.69
		526.000	30,560.60
0130                          4740.00	28.70	152.000	4,362.40
50 mm P.V.C. FORCE MAIN	m	152.000	4,362.40
		0.000	0.00
		0.000	0.00
0131                          4764.74	33.60	53.000	1,780.80
100 mm P.V.C. SEWER PIPE	m	53.000	1,780.80
		0.000	0.00
		0.000	0.00
0132                          4795.00	60.20	17.000	1,023.40
P.V.C. WYE	EACH	17.000	1,023.40
200 mm X 100 mm		13.000	782.60
		13.000	782.60
4001                          4808.12	227.81	0.000	0.00
BORING 300 mm STEEL CASING	m	16.000	3,644.96
Bored 300 mm casing @ 1104+13		16.000	3,644.96
		16.000	3,644.96
4008                          W356.05	156.98	0.000	0.00
100 mm X 100 mm TEE	EACH	1.000	156.98
TEE at 1104+45, 16.00 Rt.		1.000	156.98
		1.000	156.98
4009                          W600.03	100.00	0.000	0.00
ADJUST VALVE BOX TO GRADE	EACH	2.000	200.00
		3.000	300.00
		3.000	300.00
GROUP 4A SANITARY SEWER AND WATER MAIN		Contracted	197,420.62
		Current	201,422.56
		In place	145,176.22
		This Estimate	62,331.29
GROUP 7 GUARDRAIL
0133                          0030.70	467.90	1.000	467.90
MOBILIZATION	LS	1.000	467.90
		0.250	116.98
		0.000	0.00
0134                          6010.26	1,811.20	3.840	6,955.01
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	3.840	6,955.01
		0.000	0.00
		0.000	0.00
0135                          6020.00	4.70	322.000	1,513.40
REINFORCING STEEL FOR BRIDGE	kg	322.000	1,513.40
		0.000	0.00
		0.000	0.00
0136                          7011.20	35.00	63.000	2,205.00
W-BEAM GUARDRAIL	m	63.000	2,205.00
		0.000	0.00
		0.000	0.00
0137                          7020.00	1,047.10	4.000	4,188.40
BRIDGE APPROACH SECTIONS	EACH	4.000	4,188.40
		0.000	0.00
		0.000	0.00
0138                          7021.58	1,321.80	3.000	3,965.40
GUARDRAIL END TREATMENT, SRT-75	EACH	3.000	3,965.40
		0.000	0.00
		0.000	0.00
0139                          7022.00	414.70	1.000	414.70
END ANCHORAGE ASSEMBLY	EACH	1.000	414.70
		0.000	0.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	19,709.81
		Current	19,709.81
		In place	116.98
		This Estimate	0.00
GROUP 7B FENCING
0140                          0030.70	500.00	1.000	500.00
MOBILIZATION	LS	1.000	500.00
		1.000	500.00
		0.000	0.00
0141                          7109.99	5.50	144.000	792.00
INSTALL TEMPORARY FENCE	m	144.000	792.00
		134.000	737.00
		0.000	0.00
0142                          7110.02	35.60	106.950	3,807.42
0.9 METER CHAIN-LINK FENCE	m	106.950	3,807.42
		0.000	0.00
		0.000	0.00
0143                          7115.02	71.50	8.000	572.00
END POST FOR 0.9 METER CHAIN-LINK FENCE	EACH	8.000	572.00
		0.000	0.00
		0.000	0.00
GROUP 7B FENCING		Contracted	5,671.42
		Current	5,671.42
		In place	1,237.00
		This Estimate	0.00
GROUP 8B ELECTRICAL
0144                          A001.12	414.70	8.000	3,317.60
PULL BOX, TYPE PB-5	EACH	8.000	3,317.60
		0.000	0.00
		0.000	0.00
0145                          A009.08	1,451.40	21.000	30,479.40
STREET LIGHTING UNIT, TYPE SL-A-12.2-1.8-0.25	EACH	21.000	30,479.40
		0.000	0.00
		0.000	0.00
0146                          A009.11	1,555.10	2.000	3,110.20
STREET LIGHTING UNIT, TYPE SL-A-12.2-3.7-0.25	EACH	2.000	3,110.20
		0.000	0.00
		0.000	0.00
0147                          A009.14	1,866.10	1.000	1,866.10
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25	EACH	1.000	1,866.10
		0.000	0.00
		0.000	0.00
0148                          A009.29	1,658.80	1.000	1,658.80
STREET LIGHTING UNIT, TYPE SL-BT-12.2-1.8-0.25	EACH	1.000	1,658.80
		0.000	0.00
		0.000	0.00
0149                          A020.30	2,591.80	2.000	5,183.60
LIGHTING CONTROL CENTER, TYPE R	EACH	2.000	5,183.60
		0.000	0.00
		0.000	0.00
0150                          A070.10	5.20	1,133.000	5,891.60
38 mm CONDUIT IN TRENCH	m	1,133.000	5,891.60
		0.000	0.00
		0.000	0.00
0151                          A072.10	5.20	334.000	1,736.80
38 mm CONDUIT UNDER ROADWAY	m	334.000	1,736.80
		0.000	0.00
		0.000	0.00
0152                          A080.22	1.00	1,467.000	1,467.00
STREET LIGHTING CABLE, NO. 6 BARE	m	1,467.000	1,467.00
		0.000	0.00
		0.000	0.00
0153                          A080.24	2.10	2,934.000	6,161.40
STREET LIGHTING CABLE, NO. 6 USE	m	2,934.000	6,161.40
		0.000	0.00
		0.000	0.00
0154                          0030.81	1,140.40	1.000	1,140.40
MOBILIZATION	LS	1.000	1,140.40
		0.500	570.20
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	62,012.90
		Current	62,012.90
		In place	570.20
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0155                          0001.08	0.50	6,800.000	3,400.00
BARRICADE, TYPE II	BDAY	6,800.000	3,400.00
		3,474.000	1,737.00
		1,095.000	547.50
0156                          0001.10	1.24	4,958.000	6,147.92
BARRICADE, TYPE III	BDAY	4,958.000	6,147.92
		1,602.000	1,986.48
		644.000	798.56
0157                          0001.30	0.88	488.000	429.44
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	488.000	429.44
		144.000	126.72
		42.000	36.96
0158                          0001.75	4.15	760.000	3,154.00
TEMPORARY SIGN DAY	EACH	760.000	3,154.00
		0.000	0.00
		0.000	0.00
0159                          0001.90	0.41	10,113.000	4,146.33
SIGN DAY	EACH	9,713.000	3,982.33
		4,145.000	1,699.45
		1,767.000	724.47
0160                          0002.39	4.15	750.000	3,112.50
TEMPORARY PAVEMENT MARKING, TYPE II	m	750.000	3,112.50
		0.000	0.00
		0.000	0.00
0161                          0003.10	180.00	190.000	34,200.00
FLAGGING	DAY	190.000	34,200.00
		1.000	180.00
		0.000	0.00
0162                          0003.51	30.00	300.000	9,000.00
INSTALL CONCRETE PROTECTION BARRIER	m	300.000	9,000.00
		48.000	1,440.00
		0.000	0.00
0163                          0003.75	4,146.90	1.000	4,146.90
TEMPORARY TRAFFIC SIGNAL	EACH	1.000	4,146.90
AT DECATUR SCHOOL		0.950	3,939.56
		0.000	0.00
0164                          0003.76	17,516.50	1.000	17,516.50
TEMPORARY TRAFFIC SIGNAL	EACH	1.000	17,516.50
AT STA. 101+20		0.000	0.00
		0.000	0.00
0165                          0030.10	581.51	1.000	581.51
MOBILIZATION	LS	1.000	581.51
		1.000	581.51
		0.500	290.75
4003                          0001.99	0.84	0.000	0.00
CONTRACTOR FURNISHED SIGN DAY	EACH	400.000	336.00
Directly attached to Type III Barricades		429.000	360.36
		429.000	360.36
4005                          7390.00	10.00	0.000	0.00
REMOVE SIGN AND POST	EACH	20.000	200.00
Removal of existing signs		45.000	450.00
		45.000	450.00
4006                          0010.01	3,980.00	0.000	0.00
FIELD OFFICE	EACH	1.000	3,980.00
		0.950	3,781.00
		0.950	3,781.00
GROUP 10 GENERAL ITEMS		Contracted	85,835.10
		Current	90,187.10
		In place	16,282.08
		This Estimate	6,989.60
Totals for contract		Contracted	2,717,717.15
		Current	2,733,580.84
		In place	638,689.80
		This Estimate	304,630.96