Contractor Payments

	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	1613 COLLINS CONTRACTING COMPANY, INC./M. E.
Contract ID:	3343
Estimate Number:	0021
Pay Period End Date:	01.18.2003

Contract Location:
IN DECATUR	Estimate Type:	PROG

Contractor:
COLLINS CONTRACTING COMPANY, INC./M. E.	Date Let:	02.07.2002
980 E 25TH ST	Date Awarded:	02.14.2002
PO BOX 83	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	$2,636,272.49	$2,626,036.77	$10,235.72
$2,810,167.77	Stockpiled Materials	$12,020.22	$12,020.22	$.00
Original Contract Amt	Gross Earnings	$2,648,292.71	$2,638,056.99	$10,235.72
$2,717,717.15	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
93.81%	Net Earnings	$2,623,292.71	$2,613,056.99	$10,235.72
	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	$337.35	$337.35	$.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	$337.35	$337.35	$.00
	Payment	$2,623,630.06	$2,613,394.34	$10,235.72
Project Manager			Div. Head/Dist. Eng.
Francis, Jeff	01.21.2003		Boyle, Pat	01.21.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	01.22.2003
Controller Div. Processed
Burling, Laurie	01.22.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0018
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0092	6406.00	PEDESTRIAN HANDRAIL
		S.P. Initial Payment	20,859.30	23104-2
		Pedestrian Handrail
		Total for estimate 0018:	20,859.30
Est Nbr:	0019
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0092	6406.00	PEDESTRIAN HANDRAIL
		S.P. Adjustment	-8,839.08	23104-2
		Pedestrian Handrail
		Total for estimate 0019:	-8,839.08
		Total remaining for contract:	12,020.22

			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
		0.280	174.16
		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
		504.000	4,077.37
		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
		0.000	0.00

0005 1000.00	1,036.70	1.000	1,036.70
LARGE TREE REMOVAL	EACH	0.000	0.00
		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
		1.000	5,183.60
		0.000	0.00

0007 1010.01	2.30	8,376.000	19,264.80
EXCAVATION (ESTABLISHED QUANTITY)	m3	8,376.000	19,264.80
		8,376.000	19,264.79
		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
		19,946.683	103,722.75
		0.000	0.00

0011 1101.25	8.20	200.000	1,640.00
SAWING PAVEMENT	m	200.000	1,640.00
		146.606	1,202.17
		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
		1,238.447	3,963.03
		0.000	0.00

0014 1107.00	2.30	1,871.000	4,303.30
REMOVE WALK	m2	1,871.000	4,303.30
		1,886.717	4,339.45
		0.000	0.00

0015 1108.00	5.20	78.000	405.60
REMOVE COMBINATION CURB AND GUTTER	m	78.000	405.60
		81.570	424.16
		0.000	0.00

0016 1113.00	51.80	15.000	777.00
REMOVE STEP	EACH	15.000	777.00
		16.000	828.80
		7.000	362.60

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
		14.000	4,190.20
		0.000	0.00

0019 1123.00	3.10	29.600	91.76
REMOVE CONCRETE DITCH LINER	m2	29.600	91.76
		25.330	78.52
		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
		1.000	4,665.30
		0.000	0.00

0023 7017.00	4.10	78.000	319.80
REMOVE GUARDRAIL	m	78.000	319.80
		79.300	325.13
		0.000	0.00

0024 9110.01	72.60	10.000	726.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	10.000	726.00
		13.000	943.80
		0.000	0.00

0025 9110.03	51.80	10.000	518.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	10.000	518.00
		1.500	77.70
		0.000	0.00

0026 9110.07	51.80	10.000	518.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	10.000	518.00
		1.000	51.80
		0.000	0.00

4015 1000.00	886.70	0.000	0.00
LARGE TREE REMOVAL	EACH	20.000	17,734.00
Reduced price due to overrun.		18.000	15,960.60
		0.000	0.00

4021 1010.50	6.90	0.000	0.00
REMOVAL OF UNSUITABLE MATERIAL	m3	300.000	2,070.00
Removal of Unsuitable Material (subgrade)		284.818	1,965.25
		0.000	0.00

GROUP 1 GRADING		Contracted	169,039.41
		Current	187,806.71
		In place	183,610.66
		This Estimate	362.60

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
		1.000	29,459.20
		0.000	0.00

0031 2021.00	51.80	10.000	518.00
MAILBOX POST	EACH	10.000	518.00
		8.000	414.40
		0.000	0.00

0032 3013.11	62.30	9.000	560.70
CONCRETE CLASS 47B-25 BARRIER CURB	m	9.000	560.70
		101.360	6,314.72
		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
		81.570	4,641.33
		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
		2,121.780	66,284.40
		4.462	139.39

0035 3017.40	40.00	80.000	3,200.00
CONCRETE CLASS 47B-20 MEDIAN SURFACING	m2	80.000	3,200.00
		82.299	3,291.96
		0.000	0.00

0036 3020.26	31.90	1,943.000	61,981.70
CONCRETE CLASS 47B-25 DRIVEWAY	m2	1,811.000	57,770.90
		1,907.660	60,854.35
		1.023	32.63

0037 3075.42	32.30	6,959.000	224,775.70
230 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	6,915.308	223,364.45
		8,540.199	275,848.44
		225.939	7,297.83

0038 3075.46	36.90	13,302.000	490,843.80
230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	13,210.920	487,482.95
		11,721.864	432,536.80
		-50.551	-1,865.33

0039 3089.25	38.90	4,679.000	182,013.10
TEMPORARY SURFACING	m2	4,679.000	182,013.10
		4,484.272	174,438.18
		0.000	0.00

0040 3091.19	46.70	581.000	27,132.70
230 mm CONCRETE PAVEMENT, CLASS 47B-HE-25	m2	581.000	27,132.70
		253.057	11,817.76
		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
		823.965	40,786.26
		0.931	46.08

0042 3300.65	50.00	11.000	550.00
CONCRETE PAVEMENT THICKNESS CORE	EACH	11.000	550.00
		14.000	700.00
		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
		65.660	425.48
		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
		1,031.590	6,684.70
		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
		126.510	2,459.36
		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	0.000	0.00
		16,410.287	102,072.00
		359.522	2,236.23

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
		0.000	0.00

0050 9021.01	188.70	32.400	6,113.88
PERFORMANCE GRADED BINDER (64-22)	Mg	32.400	6,113.88
		23.818	4,494.46
		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
		378.725	1,514.90
		0.000	0.00

0053 9170.00	598.60	31.207	18,680.51
EARTH SHOULDER CONSTRUCTION	StaM	31.207	18,680.51
		15.617	9,348.34
		0.000	0.00

0054 9173.20	1.54	28,355.000	43,666.70
SUBGRADE PREPARATION	m2	28,355.000	43,666.70
		28,126.792	43,315.26
		915.220	1,409.44

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		25.702	1,010.86
		3.153	124.01

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
		0.000	0.00

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.		497.280	7,722.76
		0.000	0.00

4011 4764.35	14.71	0.000	0.00
100 mm PERFORATED PIPE UNDERDRAIN	m	2,175.000	31,994.25
		2,083.805	30,652.77
		0.000	0.00

4016 8032.04	6.22	0.000	0.00
CRUSHED CONCRETE FOUNDATION COURSE 100 mm	m2	21,567.000	134,146.74
		5,052.501	31,426.55
		-21.472	-133.56

4024 3020.27	36.63	0.000	0.00
CONCRETE CLASS 47B-25 DRIVEWAY 205 mm	m2	159.200	5,831.50
Driveway @ Texaco		159.200	5,831.50
		0.000	0.00

4025 3222.10	42.16	0.000	0.00
230 mm DOWELED CONCRETE PAVEMENT, CLASS PR-25	m2	91.080	3,839.93
Northbound 103+35.9 to 103+61.2		91.080	3,839.93
		0.000	0.00

4026 3222.09	37.56	0.000	0.00
230 mm CONCRETE PAVEMENT, CLASS PR-25	m2	43.692	1,641.07
Northbound Shoulder 103+35.9 to 103+61.2		43.692	1,641.07
		0.000	0.00

4030 9188.50	32.24	0.000	0.00
SURFACING UNDER GUARDRAIL	m2	217.490	7,011.88
		217.490	7,011.88
		0.000	0.00

4031 0030.01	1,050.00	0.000	0.00
ADDITIONAL MOBILIZATION	LS	1.000	1,050.00
Additional Mobilization for Guardrail Surfacing Contractor		1.000	1,050.00
		0.000	0.00

4033 4976.05	635.00	0.000	0.00
ADDITIONAL WORK	LS	1.000	635.00
Hwy 51 Patching (Broadway to the Toll Booth)		1.000	635.00
		0.000	0.00

GROUP 3 CONCRETE PAVEMENT		Contracted	1,466,894.40
		Current	1,516,304.87
		In place	1,392,651.28
		This Estimate	9,286.72

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
		19.520	4,294.40
		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
		63.100	4,417.00
		0.000	0.00

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
		527.000	40,737.10
		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
		112.970	11,093.65
		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
		107.000	14,124.00
		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
		80.500	15,295.00
		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
		10.920	4,368.00
		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
		22.000	3,454.00
		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
		497.340	343,164.60
		0.000	0.00

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
		46.970	258.34
		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
		2,280.000	10,260.00
		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
		468.000	1,544.40
		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.		1.000	3,276.00
		0.000	0.00

0071 4016.01	3,344.00	1.000	3,344.00
MANHOLE	EACH	1.000	3,344.00
AT STA. 1101+53.5 RT.		1.000	3,344.00
		0.000	0.00

0072 4016.02	3,307.00	1.000	3,307.00
MANHOLE	EACH	1.000	3,307.00
AT STA. 1102+63.0 RT.		1.000	3,307.00
		0.000	0.00

0073 4040.00	150.00	6.000	900.00
REMOVE HEADWALLS FROM CULVERTS	EACH	6.000	900.00
		6.000	900.00
		0.000	0.00

0074 4043.50	9.80	558.000	5,468.40
REMOVE SEWER PIPE	m	513.000	5,027.40
		516.910	5,065.72
		18.000	176.40

0075 4045.00	1,500.00	1.000	1,500.00
REMOVE STRUCTURE	EACH	1.000	1,500.00
AT STA. 105+65		1.000	1,500.00
		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
		262.490	2,624.90
		41.000	410.00

0077 4093.80	120.70	429.560	51,847.89
WALL MATERIALS	m2	429.560	51,847.89
		429.560	51,847.89
		0.000	0.00

0078 4095.10	20.80	348.260	7,243.81
CONCRETE LEVELING PADS	m	348.260	7,243.81
		348.260	7,243.81
		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
		5.400	3,974.40
		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
		153.385	76,385.75
		0.000	0.00

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
		3.950	2,512.20
		0.000	0.00

0083 4150.00	2.40	295.000	708.00
REINFORCING STEEL FOR HEADWALL	kg	295.000	708.00
		295.000	708.00
		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
		5,978.242	11,956.48
		0.000	0.00

0085 4157.00	2.40	75.000	180.00
REINFORCING STEEL FOR COLLARS	kg	75.000	180.00
		138.000	331.20
		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
		1.000	351.00
		0.000	0.00

0087 4310.24	557.00	1.000	557.00
600 mm FLARED-END SECTION	EACH	1.000	557.00
		1.000	557.00
		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
		1.000	4,000.00
		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
		54.861	1,996.94
		0.000	0.00

0092 6406.00	120.00	268.000	32,160.00
PEDESTRIAN HANDRAIL	m	268.000	32,160.00
		102.780	12,333.60
		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
		300.690	10,433.95
		0.000	0.00

4002 4015.00	280.00	0.000	0.00
ADJUST MANHOLE TO GRADE	EACH	4.000	1,120.00
		5.000	1,400.00
		0.000	0.00

4012 4018.50	350.00	0.000	0.00
TAPPING EXISTING PIPE	EACH	1.000	350.00
600 mm draining into pipe 48.		1.000	350.00
		0.000	0.00

4017 4976.05	4,962.81	0.000	0.00
ADDITIONAL WORK	LS	1.000	4,962.81
Box Culvet Removal		1.000	4,962.81
		0.000	0.00

4020 3089.80	81.02	0.000	0.00
FLOWABLE FILL CONCRETE	m3	36.700	2,973.43
		36.700	2,973.43
		0.000	0.00

4022 4011.62	960.00	0.000	0.00
AREA INLET	EACH	2.000	1,920.00
1 inlet @ 1100+48 Rt., 1 inlet @ 1101+90 Rt.		2.000	1,920.00
		0.000	0.00

GROUP 4 CULVERTS		Contracted	711,133.50
		Current	722,018.74
		In place	688,306.57
		This Estimate	586.40

GROUP 4A SANITARY SEWER AND WATER MAIN
0094 W100.00	146.00	29.000	4,234.00
CURB STOP AND BOX	EACH	0.000	0.00
25 mm		0.000	0.00
		0.000	0.00

0095 W175.01	143.00	39.000	5,577.00
25 mm CORPORATION STOP	EACH	39.000	5,577.00
		51.000	7,293.00
		0.000	0.00

0096 W176.01	44.20	259.080	11,451.34
25 mm COPPER WATER SERVICE	m	259.080	11,451.34
		425.411	18,803.16
		0.000	0.00

0097 W176.70	52.20	45.000	2,349.00
WATER SERVICE CONNECTION	EACH	45.000	2,349.00
		52.000	2,714.40
		0.000	0.00

0098 W205.04	32.00	27.510	880.32
100 mm WATER MAIN PIPE	m	27.510	880.32
		64.602	2,067.26
		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
		1,303.488	47,577.31
		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
		9.000	4,491.00
		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
		18.000	9,000.00
		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
		1.000	8,879.00
		0.000	0.00

0104 W224.45	47.00	28.000	1,316.00
25 mm COMPRESSION COUPLING	EACH	28.000	1,316.00
		17.000	799.00
		0.000	0.00

0105 W224.50	48.00	16.000	768.00
25 mm X 19 mm COMPRESSION COUPLING	EACH	16.000	768.00
		28.000	1,344.00
		0.000	0.00

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
		10.000	1,640.00
		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
		10.000	740.00
		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
		14.000	1,540.00
		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
		5.000	370.00
		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
		1.000	159.00
		0.000	0.00

0118 W358.16	87.00	2.000	174.00
150 mm X 100 mm REDUCER	EACH	2.000	174.00
		3.000	261.00
		0.000	0.00

0119 W724.75	398.00	1.000	398.00
CONNECT TO WATER MAIN	EACH	1.000	398.00
		12.000	4,776.00
		0.000	0.00

0120 W800.33	150.00	4.000	600.00
REMOVE HYDRANT	EACH	4.000	600.00
		2.000	300.00
		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
		1,632.000	4,243.20
		0.000	0.00

0124 4015.75	500.00	22.200	11,100.00
MANHOLE	Vm	22.200	11,100.00
		18.840	9,420.00
		0.000	0.00

0125 4016.00	1,000.00	8.000	8,000.00
MANHOLE	EACH	8.000	8,000.00
		8.000	8,000.00
		0.000	0.00

0126 4017.00	440.00	1.000	440.00
TAPPING EXISTING MANHOLE	EACH	1.000	440.00
		1.000	440.00
		0.000	0.00

0127 4042.55	54.00	18.000	972.00
CONNECT SANITARY SERVICE	EACH	18.000	972.00
		20.000	1,080.00
		0.000	0.00

0128 4043.50	10.00	693.000	6,930.00
REMOVE SEWER PIPE	m	693.000	6,930.00
		693.140	6,931.40
		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
		748.276	43,474.83
		0.000	0.00

0130 4740.00	28.70	152.000	4,362.40
50 mm P.V.C. FORCE MAIN	m	152.000	4,362.40
		149.834	4,300.23
		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
		103.475	3,476.75
		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		19.000	1,143.80
		0.000	0.00

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
		0.000	0.00

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
		0.000	0.00

4009 W600.03	100.00	0.000	0.00
ADJUST VALVE BOX TO GRADE	EACH	2.000	200.00
		3.000	300.00
		0.000	0.00

4013 W100.00	156.50	0.000	0.00
CURB STOP AND BOX	EACH	29.000	4,538.50
25 mm curb stop and box with stationary rod.		35.000	5,477.50
		0.000	0.00

4014 W100.06	262.50	0.000	0.00
CURB STOP AND BOX	EACH	1.000	262.50
Install 50 mm curb stop with stop box and stationary rod.		1.000	262.50
		0.000	0.00

4018 W800.93	32.72	0.000	0.00
BORING 25 mm WATER SERVICE	m	12.200	399.18
Service Bore @ 101+85		12.200	399.18
		0.000	0.00

4019 6960.01	1,753.50	0.000	0.00
ADDITIONAL	LS	1.000	1,753.50
Various waterline & sewer fittings		1.000	1,753.50
		0.000	0.00

4023 W600.21	550.00	0.000	0.00
ADJUST FIRE HYDRANT TO GRADE	EACH	1.000	550.00
Fire hydrant @ NW corner of 7th & Broadway		1.000	550.00
		0.000	0.00

GROUP 4A SANITARY SEWER AND WATER MAIN		Contracted	197,420.62
		Current	204,692.25
		In place	223,004.96
		This Estimate	0.00

GROUP 7 GUARDRAIL
0133 0030.70	467.90	1.000	467.90
MOBILIZATION	LS	1.000	467.90
		1.000	467.90
		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
		3.840	6,955.01
		0.000	0.00

0135 6020.00	4.70	322.000	1,513.40
REINFORCING STEEL FOR BRIDGE	kg	322.000	1,513.40
		322.000	1,513.40
		0.000	0.00

0136 7011.20	35.00	63.000	2,205.00
W-BEAM GUARDRAIL	m	63.000	2,205.00
		63.010	2,205.35
		0.000	0.00

0137 7020.00	1,047.10	4.000	4,188.40
BRIDGE APPROACH SECTIONS	EACH	4.000	4,188.40
		4.000	4,188.40
		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
		3.000	3,965.40
		0.000	0.00

0139 7022.00	414.70	1.000	414.70
END ANCHORAGE ASSEMBLY	EACH	1.000	414.70
		1.000	414.70
		0.000	0.00

4032 7025.48	36.75	0.000	0.00
GUARDRAIL POSTS	EACH	48.000	1,764.00
Coring asphalt for the Guardrail Posts		48.000	1,764.00
		0.000	0.00

GROUP 7 GUARDRAIL		Contracted	19,709.81
		Current	21,473.81
		In place	21,474.16
		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
		101.830	3,625.15
		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	4,862.15
		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
		8.000	3,317.60
		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
		21.000	30,479.40
		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
		2.000	3,110.20
		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
		1.000	1,866.10
		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
		1.000	1,658.80
		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
		2.000	5,183.60
		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
		1,138.210	5,918.69
		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
		345.430	1,796.24
		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
		1,480.290	1,480.29
		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
		2,960.580	6,217.22
		0.000	0.00

0154 0030.81	1,140.40	1.000	1,140.40
MOBILIZATION	LS	1.000	1,140.40
		1.000	1,140.40
		0.000	0.00

GROUP 8B ELECTRICAL		Contracted	62,012.90
		Current	62,012.90
		In place	62,168.54
		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
		23,336.000	11,668.00
		0.000	0.00

0156 0001.10	1.24	4,958.000	6,147.92
BARRICADE, TYPE III	BDAY	4,958.000	6,147.92
		8,764.000	10,867.36
		0.000	0.00

0157 0001.30	0.88	488.000	429.44
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	488.000	429.44
		343.000	301.84
		0.000	0.00

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
		25,360.000	10,397.60
		0.000	0.00

0160 0002.39	4.15	750.000	3,112.50
TEMPORARY PAVEMENT MARKING, TYPE II	m	750.000	3,112.50
		647.710	2,688.01
		0.000	0.00

0161 0003.10	180.00	190.000	34,200.00
FLAGGING	DAY	190.000	34,200.00
		26.500	4,770.00
		0.000	0.00

0162 0003.51	30.00	300.000	9,000.00
INSTALL CONCRETE PROTECTION BARRIER	m	300.000	9,000.00
		54.000	1,620.00
		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		1.000	4,146.91
		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		0.371	6,498.62
		0.000	0.00

0165 0030.10	581.51	1.000	581.51
MOBILIZATION	LS	1.000	581.51
		1.000	581.51
		0.000	0.00

4003 0001.99	0.84	0.000	0.00
CONTRACTOR FURNISHED SIGN DAY	EACH	400.000	336.00
Directly attached to Type III Barricades		2,648.000	2,224.32
		0.000	0.00

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
		0.000	0.00

4006 0010.01	3,980.00	0.000	0.00
FIELD OFFICE	EACH	1.000	3,980.00
		1.000	3,980.00
		0.000	0.00

GROUP 10 GENERAL ITEMS		Contracted	85,835.10
		Current	90,187.10
		In place	60,194.17
		This Estimate	0.00

Totals for contract		Contracted	2,717,717.15
		Current	2,810,167.80
		In place	2,636,272.49
		This Estimate	10,235.72