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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	2252 PAULSEN, INC.
Contract ID:	3261X
Estimate Number:	0036
Pay Period End Date:	04.23.2003

Contract Location:
IN NELIGH	Estimate Type:	PROG
Contractor:
PAULSEN, INC.	Date Let:	02.22.2001
1116 EAST HWY 30	Date Awarded:	03.01.2001
P O BOX 17	Date Contract Executed:	03.06.2001
	Date Notice to Proceed:	03.06.2001
COZAD NE 69130	Date Work Began:	04.02.2001
Phone:	Date Physical Work Completed:
(308)784-3333	Date Accepted:
Escrow Agent:
Surety Co:
ST. PAUL FIRE AND MARINE INSURANCE COMPANY

Counties
ANTELOPE

Project Number		PCT			Fed State Project Number		Description
31261 000		0.000			EACNH-275-5(134)		GR CONC PAVE CULV GDRL ELEC

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$3,922,469.69	$3,922,769.69	$-300.00
$3,513,824.65	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$3,922,469.69	$3,922,769.69	$-300.00
$3,189,998.76	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
111.63%	Net Earnings	$3,897,469.69	$3,897,769.69	-$300.00
	Liquidated Damages	-$4,254.00	-$11,344.00	$7,090.00
	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	$-289.50	$-289.50	$.00
	Bituminous Adj	$.00	$.00	$.00
	Autopay Adj	$.00	$.00	$.00
	Gasoline Adj	$.00	$.00	$.00
	Other Adj	$.00	$.00	$.00
	Price Adj	$.00	$.00	$.00
	Substandard Item Adj	$.00	$.00	$.00
	Asphalt Adj	$.00	$.00	$.00
	Diesel Fuel Adj	$.00	$.00	$.00
	Petrol Adj	$.00	$.00	$.00
	Total for Adjustments	-$4,543.50	-$11,633.50	$7,090.00
	Payment	$3,892,926.19	$3,886,136.19	$6,790.00
Project Manager			Div. Head/Dist. Eng.
Davis, Rob	04.23.2003		Boyle, Pat	04.24.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	04.24.2003
Controller Div. Processed
Burling, Laurie	04.28.2003

		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                          L020.00	2.20	1,820.000	4,004.00
EROSION CONTROL	m2	1,820.000	4,004.00
		1,820.000	4,004.00
		0.000	0.00
0002                          L020.01	9.50	207.000	1,966.50
EROSION CONTROL, TYPE A	m2	207.000	1,966.50
		207.000	1,966.50
		0.000	0.00
0003                          L021.00	20.10	15.000	301.50
EROSION CHECKS	BALE	15.000	301.50
		15.000	301.50
		0.000	0.00
0004                          L022.14	13.50	485.000	6,547.50
FABRIC SILT FENCE-LOW PROFILE LOW POROSITY	m	485.000	6,547.50
		795.000	10,732.50
		0.000	0.00
0005                          0030.10	15,000.00	1.000	15,000.00
MOBILIZATION	LS	1.000	15,000.00
		1.000	15,000.00
		0.000	0.00
0006                          1009.00	18,000.00	1.000	18,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	18,000.00
		1.000	18,000.00
		0.000	0.00
0007                          1010.01	3.00	5,054.000	15,162.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	5,054.000	15,162.00
		5,054.000	15,162.00
		0.000	0.00
0008                          1011.00	2.00	781.000	1,562.00
WATER	kL	781.000	1,562.00
		11.367	22.73
		0.000	0.00
0009                          1030.00	5.50	10,415.000	57,282.50
EARTHWORK MEASURED IN EMBANKMENT	m3	10,415.000	57,282.50
		10,415.000	57,282.50
		0.000	0.00
0010                          1101.00	5.90	2,484.000	14,655.60
REMOVE PAVEMENT	m2	2,484.000	14,655.60
		10,889.141	64,245.93
		0.000	0.00
0011                          1106.00	4.00	1,676.000	6,704.00
REMOVE DRIVEWAY	m2	1,676.000	6,704.00
		2,040.305	8,161.23
		0.000	0.00
0012                          1107.00	7.00	250.000	1,750.00
REMOVE WALK	m2	250.000	1,750.00
		447.753	3,134.27
		0.000	0.00
0013                          1108.00	7.00	595.000	4,165.00
REMOVE COMBINATION CURB AND GUTTER	m	595.000	4,165.00
		822.900	5,760.30
		0.000	0.00
0014                          1114.10	10.00	27.300	273.00
REMOVE RETAINING WALL	m	27.300	273.00
		27.800	278.00
		0.000	0.00
0015                          1122.01	5.50	681.000	3,745.50
REMOVE CONCRETE MEDIAN SURFACING	m2	681.000	3,745.50
		853.593	4,694.77
		0.000	0.00
0016                          1124.00	6,000.00	1.000	6,000.00
REMOVE BUILDING	EACH	1.000	6,000.00
AT STA. 15+90 RT.		0.000	0.00
		0.000	0.00
0017                          1124.01	1.00	1.000	1.00
REMOVE BUILDING	EACH	1.000	1.00
AT STA. 17+03 RT.		0.000	0.00
		0.000	0.00
0018                          1124.02	1.00	1.000	1.00
REMOVE BUILDING	EACH	1.000	1.00
AT STA. 23+63 RT.		0.000	0.00
		0.000	0.00
0019                          1124.03	20,000.00	1.000	20,000.00
REMOVE BUILDING	EACH	1.000	20,000.00
AT STA. 24+30 RT.		1.000	20,000.00
		0.000	0.00
0020                          1125.00	4,000.00	1.000	4,000.00
CLEAR TRACT	EACH	1.000	4,000.00
AT STA. 15+79.6 TO 16+64.2 RT.		1.000	4,000.00
		0.000	0.00
0021                          1125.01	700.00	1.000	700.00
CLEAR TRACT	EACH	1.000	700.00
AT STA. 16+87.1 TO 17+26.4 RT.		1.000	700.00
		0.000	0.00
0022                          1125.02	1,200.00	1.000	1,200.00
CLEAR TRACT	EACH	1.000	1,200.00
AT STA. 23+51.9 TO 23+91.8 RT.		1.000	1,200.00
		0.000	0.00
0023                          1125.03	2,200.00	1.000	2,200.00
CLEAR TRACT	EACH	1.000	2,200.00
AT STA. 23+97.9 TO 24+37.6 RT.		1.000	2,200.00
		0.000	0.00
0024                          1701.24	40.00	23.400	936.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	23.400	936.00
		23.400	936.00
		0.000	0.00
0025                          1706.72	458.00	11.000	5,038.00
1800 mm ROUND EQUIVALENT DRIVEWAY PIPE, TYPE 2	m	11.000	5,038.00
		12.000	5,496.00
		0.000	0.00
0026                          4035.00	120.00	4.000	480.00
REMOVE FLARED-END SECTION	EACH	4.000	480.00
		4.000	480.00
		0.000	0.00
0027                          4320.72	1,500.00	2.000	3,000.00
1800 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	2.000	3,000.00
		2.000	3,000.00
		0.000	0.00
0028                          6105.02	32.00	450.000	14,400.00
ROCK RIPRAP, TYPE B	Mg	450.000	14,400.00
		450.000	14,400.00
		0.000	0.00
0029                          7017.00	9.00	35.000	315.00
REMOVE GUARDRAIL	m	35.000	315.00
		35.000	315.00
		0.000	0.00
403                           1010.00	3.00	0.000	0.00
EXCAVATION	m3	2,360.000	7,080.00
Additional		2,360.000	7,080.00
		0.000	0.00
407                           1135.58	2,612.10	0.000	0.00
REMOVE CONCRETE OBSTRUCTION	LS	1.000	2,612.10
Drainage structure		1.000	2,612.10
		0.000	0.00
429                           1123.75	512.75	0.000	0.00
REMOVE CONCRETE SIGN BASE	EACH	3.000	1,538.25
		3.000	1,538.25
		0.000	0.00
601                           1010.50	11.00	0.000	0.00
REMOVAL OF UNSUITABLE MATERIAL	m3	62.000	682.00
		416.000	4,576.00
		0.000	0.00
GROUP 1 GRADING		Contracted	209,390.10
		Current	221,302.45
		In place	277,279.58
		This Estimate	0.00
GROUP 3 CONCRETE PAVEMENT
0030                          L001.02	3,160.00	2.100	6,636.00
SEEDING, TYPE B	ha	2.100	6,636.00
		2.370	7,489.20
		0.000	0.00
0031                          L010.00	6.00	2,062.000	12,372.00
SODDING	m2	2,062.000	12,372.00
		11,133.878	66,803.27
		0.000	0.00
0032                          L032.80	520.00	5.670	2,948.40
HYDROMULCH	Mg	5.670	2,948.40
		5.670	2,948.40
		0.000	0.00
0033                          0030.30	79,000.00	1.000	79,000.00
MOBILIZATION	LS	1.000	79,000.00
		1.000	79,000.00
		0.000	0.00
0034                          2001.00	25.00	174.000	4,350.00
GRAVEL SURFACE COURSE	m3	174.000	4,350.00
		364.770	9,119.25
		0.000	0.00
0035                          2009.10	1,600.00	2.839	4,542.40
GRAVEL EMBEDMENT	StaM	2.839	4,542.40
		2.839	4,542.40
		0.000	0.00
0036                          3011.23	65.00	90.400	5,876.00
CONCRETE CLASS 47B-25 CURB, TYPE 1	m	90.400	5,876.00
		122.310	7,950.15
		0.000	0.00
0037                          3013.10	70.00	26.400	1,848.00
CONCRETE CLASS 47B-20 BARRIER CURB	m	26.400	1,848.00
		9.100	637.00
		0.000	0.00
0038                          3014.12	72.00	184.700	13,298.40
COMBINATION CONCRETE CLASS 47B-25 CURB AND GUTTER	m	184.700	13,298.40
		0.000	0.00
		0.000	0.00
0039                          3016.21	34.00	1,507.000	51,238.00
CONCRETE CLASS 47B-20 SIDEWALKS	m2	1,507.000	51,238.00
		1,819.840	61,874.55
		0.000	0.00
0040                          3020.26	35.00	1,978.000	69,230.00
CONCRETE CLASS 47B-25 DRIVEWAY	m2	1,978.000	69,230.00
		3,268.816	114,408.57
		0.000	0.00
0041                          3040.12	150.00	26.300	3,945.00
CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH	m2	26.300	3,945.00
		0.000	0.00
		0.000	0.00
0042                          3040.13	150.00	61.400	9,210.00
CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH	m2	61.400	9,210.00
		0.000	0.00
		0.000	0.00
0043                          3075.41	28.75	25,735.000	739,881.25
230 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	30,735.000	883,631.25
		37,207.639	1,069,719.62
		0.000	0.00
0044                          3089.25	29.00	7,763.000	225,127.00
TEMPORARY SURFACING	m2	0.000	0.00
		0.000	0.01
		0.000	0.00
0045                          3221.05	180.00	40.200	7,236.00
CONCRETE PAVEMENT, CLASS PR-25	m2	40.200	7,236.00
JOINT REPAIR		0.000	0.00
		0.000	0.00
0046                          7503.14	7.00	3,400.000	23,800.00
100 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	m	3,400.000	23,800.00
		4,738.200	33,167.40
		0.000	0.00
0047                          8029.84	1.50	25,536.000	38,304.00
BITUMINOUS FOUNDATION COURSE 100 mm	m2	25,536.000	38,304.00
		37,207.639	55,811.45
		0.000	0.00
0048                          9000.75	25.00	500.000	12,500.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	500.000	12,500.00
SP2(12.5)		164.260	4,106.50
		0.000	0.00
0049                          9005.00	34.00	100.000	3,400.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	100.000	3,400.00
SP4(12.5)		0.000	0.00
		0.000	0.00
0050                          9005.45	35.00	2,420.000	84,700.00
ASPHALTIC CONCRETE, TYPE SP4(12.5)	Mg	2,420.000	84,700.00
		0.000	0.00
		0.000	0.00
0051                          9020.92	210.00	27.000	5,670.00
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING	Mg	27.000	5,670.00
		8.300	1,743.00
		0.000	0.00
0052                          9021.04	220.00	130.680	28,749.60
PERFORMANCE GRADED BINDER (70-28)	Mg	130.680	28,749.60
		0.000	0.00
		0.000	0.00
0053                          9034.00	2.75	1,978.000	5,439.50
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	1,978.000	5,439.50
		3,268.816	8,989.25
		0.000	0.00
0054                          9053.00	0.40	6,730.000	2,692.00
TACK COAT	L	6,730.000	2,692.00
		0.000	0.00
		0.000	0.00
0055                          9111.00	2.00	440.000	880.00
WATER	kL	440.000	880.00
		0.000	0.00
		0.000	0.00
0056                          9170.00	350.00	30.042	10,514.70
EARTH SHOULDER CONSTRUCTION	StaM	30.042	10,514.70
		44.346	15,521.10
		0.000	0.00
0057                          9173.20	1.15	26,712.000	30,718.80
SUBGRADE PREPARATION	m2	26,712.000	30,718.80
		37,207.639	42,788.78
		0.000	0.00
0058                          9179.34	3.12	22,760.000	71,011.20
COLD MILLING, CLASS 4	m2	22,760.000	71,011.20
		19,499.940	60,839.81
		0.000	0.00
0059                          9179.54	1.80	9,624.000	17,323.20
COLD MILLING, CLASS 4	m2	9,624.000	17,323.20
TYPE A		11,329.821	20,393.68
		0.000	0.00
401                           3089.25	31.00	0.000	0.00
TEMPORARY SURFACING	m2	3,300.000	102,300.00
Revised		3,466.820	107,471.42
		0.000	0.00
402                           1101.25	8.20	0.000	0.00
SAWING PAVEMENT	m	130.000	1,066.00
		295.398	2,422.27
		0.000	0.00
403                           2011.05	32.00	0.000	0.00
CRUSHED ROCK FOR TEMPORARY SURFACING	Mg	220.000	7,040.00
		224.077	7,170.46
		0.000	0.00
404                           0030.01	12,000.00	0.000	0.00
ADDITIONAL MOBILIZATION	LS	1.000	12,000.00
		1.000	12,000.00
		0.000	0.00
408                           1000.00	500.00	0.000	0.00
LARGE TREE REMOVAL	EACH	2.000	1,000.00
		6.000	3,000.00
		0.000	0.00
410                           2021.00	54.00	0.000	0.00
MAILBOX POST	EACH	7.000	378.00
		8.000	432.00
		0.000	0.00
419                           7500.23	89.25	0.000	0.00
LEFT ARROW, PREFORMED PAVEMENT MARKING, TYPE 3	EACH	24.000	2,142.00
grooving only		52.000	4,641.00
		0.000	0.00
420                           7508.14	6.22	0.000	0.00
300 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	m	50.000	311.00
grooving only		33.528	208.54
		0.000	0.00
426                           7500.12	2.85	0.000	0.00
300 mm WHITE LINE	m	34.000	96.90
painting only		34.000	96.90
		0.000	0.00
427                           7500.33	85.00	0.000	0.00
ARROW	EACH	26.000	2,210.00
painting only		52.000	4,420.00
		0.000	0.00
428                           4024.60	1,875.00	0.000	0.00
CONCRETE FLUME	EACH	1.000	1,875.00
		1.000	1,875.00
		0.000	0.00
602                           3300.03	-314.34	0.000	0.00
DEDUCTION	LS	1.000	-314.34
For deficient thickness		1.000	-314.34
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	1,572,441.45
		Current	1,621,169.01
		In place	1,811,276.64
		This Estimate	0.00
GROUP 4 CULVERTS
0060                          P700.15	81.00	232.100	18,800.10
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	232.100	18,800.10
		213.200	17,269.19
		0.000	0.00
0061                          P700.18	90.00	179.200	16,128.00
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	179.200	16,128.00
		299.317	26,938.53
		0.000	0.00
0062                          P700.24	115.00	284.600	32,729.00
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	284.600	32,729.00
		309.534	35,596.42
		0.000	0.00
0063                          P700.30	155.00	125.400	19,437.00
750 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	125.400	19,437.00
		125.690	19,481.95
		0.000	0.00
0064                          P700.36	200.00	110.700	22,140.00
900 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	110.700	22,140.00
		138.200	27,640.00
		0.000	0.00
0065                          P702.15	81.00	17.400	1,409.40
375 mm STORM SEWER PIPE, TYPE 1	m	17.400	1,409.40
		20.600	1,668.60
		0.000	0.00
0066                          P702.18	90.00	113.500	10,215.00
450 mm STORM SEWER PIPE, TYPE 1	m	113.500	10,215.00
		112.810	10,152.90
		0.000	0.00
0067                          P702.24	115.00	44.300	5,094.50
600 mm STORM SEWER PIPE, TYPE 1	m	44.300	5,094.50
		45.130	5,189.95
		0.000	0.00
0068                          P702.36	200.00	15.600	3,120.00
900 mm STORM SEWER PIPE, TYPE 1	m	15.600	3,120.00
		14.770	2,954.00
		0.000	0.00
0069                          P702.42	250.00	70.200	17,550.00
1050 mm STORM SEWER PIPE, TYPE 1	m	70.200	17,550.00
		69.612	17,403.00
		0.000	0.00
0070                          P702.48	300.00	235.800	70,740.00
1200 mm STORM SEWER PIPE, TYPE 1	m	735.800	220,740.00
		875.865	262,759.50
		0.000	0.00
0071                          P702.54	375.00	111.000	41,625.00
1350 mm STORM SEWER PIPE, TYPE 1	m	111.000	41,625.00
		109.482	41,055.75
		0.000	0.00
0072                          P702.60	470.00	55.200	25,944.00
1500 mm STORM SEWER PIPE, TYPE 1	m	55.200	25,944.00
		54.840	25,774.80
		0.000	0.00
0073                          P702.72	685.00	97.900	67,061.50
1800 mm STORM SEWER PIPE, TYPE 1	m	97.900	67,061.50
		94.690	64,862.65
		0.000	0.00
0074                          P705.72	575.00	16.100	9,257.50
1800 mm STORM SEWER PIPE, TYPE 1 CLASS IV	m	16.100	9,257.50
		18.288	10,515.60
		0.000	0.00
0075                          P775.48	450.00	30.400	13,680.00
1200 mm ROUND EQUIVALENT STORM SEWER PIPE, TYPE 1	m	30.400	13,680.00
		30.110	13,549.50
		0.000	0.00
0076                          0030.40	50,000.00	1.000	50,000.00
MOBILIZATION	LS	1.000	50,000.00
		1.000	50,000.00
		0.000	0.00
0077                          1119.00	335.00	24.000	8,040.00
REMOVE INLET	EACH	24.000	8,040.00
		25.000	8,375.00
		0.000	0.00
0078                          1119.50	395.00	2.000	790.00
REMOVE JUNCTION BOX	EACH	2.000	790.00
		2.000	790.00
		0.000	0.00
0079                          4002.00	3.00	3,249.000	9,747.00
CAST IRON COVER AND FRAME	kg	3,249.000	9,747.00
		3,306.000	9,918.00
		0.000	0.00
0080                          4004.50	3.00	925.000	2,775.00
CAST IRON GRATE AND FRAME	kg	925.000	2,775.00
		3,775.000	11,325.00
		0.000	0.00
0081                          4018.00	450.00	1.000	450.00
TAPPING EXISTING STRUCTURE	EACH	1.000	450.00
		0.000	0.00
		0.000	0.00
0082                          4035.00	100.00	8.000	800.00
REMOVE FLARED-END SECTION	EACH	8.000	800.00
		8.000	800.00
		0.000	0.00
0083                          4040.00	120.00	7.000	840.00
REMOVE HEADWALLS FROM CULVERTS	EACH	7.000	840.00
		7.000	840.00
		0.000	0.00
0084                          4043.50	32.00	385.200	12,326.40
REMOVE SEWER PIPE	m	385.200	12,326.40
		391.310	12,521.92
		0.000	0.00
0085                          4045.00	700.00	1.000	700.00
REMOVE STRUCTURE	EACH	1.000	700.00
AT STA. 19+03.1, 16.0 m RT.		1.000	700.00
		0.000	0.00
0086                          4045.01	1,400.00	1.000	1,400.00
REMOVE STRUCTURE	EACH	1.000	1,400.00
AT STA. 21+09.5		1.000	1,400.00
		0.000	0.00
0087                          4050.01	10.00	1,003.000	10,030.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	1,003.000	10,030.00
		1,003.000	10,030.00
		0.000	0.00
0088                          4102.11	550.00	51.100	28,105.00
CLASS 47B-20 OR AX-20 CONCRETE FOR RETAINING WALL	m3	35.800	19,690.00
		82.335	45,284.25
		0.000	0.00
0089                          4105.59	800.00	175.050	140,040.00
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	200.050	160,040.00
		228.600	182,880.00
		0.000	0.00
0090                          4107.07	750.00	16.060	12,045.00
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	16.060	12,045.00
		4.240	3,180.00
		0.000	0.00
0091                          4130.06	750.00	1.200	900.00
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG	m3	1.200	900.00
		0.170	127.50
		0.000	0.00
0092                          4152.00	1.20	2,785.700	3,342.84
REINFORCING STEEL FOR RETAINING WALL	kg	1,996.700	2,396.04
		4,789.060	5,746.87
		0.000	0.00
0093                          4155.50	1.40	7,533.000	10,546.20
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	7,533.000	10,546.20
		8,835.060	12,369.08
		0.000	0.00
0094                          4157.00	1.40	638.560	893.98
REINFORCING STEEL FOR COLLARS	kg	638.560	893.98
		153.000	214.20
		0.000	0.00
0095                          4310.15	300.00	2.000	600.00
375 mm FLARED-END SECTION	EACH	2.000	600.00
		2.000	600.00
		0.000	0.00
0096                          4310.18	300.00	6.000	1,800.00
450 mm FLARED-END SECTION	EACH	6.000	1,800.00
		6.000	1,800.00
		-1.000	-300.00
0097                          4310.24	360.00	4.000	1,440.00
600 mm FLARED-END SECTION	EACH	4.000	1,440.00
		4.000	1,440.00
		0.000	0.00
0098                          4310.36	575.00	1.000	575.00
900 mm FLARED-END SECTION	EACH	1.000	575.00
		1.000	575.00
		0.000	0.00
0099                          4310.72	1,500.00	1.000	1,500.00
1800 mm FLARED-END SECTION	EACH	1.000	1,500.00
		1.000	1,500.00
		0.000	0.00
0100                          4320.48	1,000.00	1.000	1,000.00
1200 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	1.000	1,000.00
		1.000	1,000.00
		0.000	0.00
0101                          4852.72	1,650.00	16.100	26,565.00
JACKING 1800 mm STORM SEWER PIPE, TYPE	m	16.100	26,565.00
1 CLASS IV		18.288	30,175.20
		0.000	0.00
411                           W760.00	1,755.60	0.000	0.00
WATER MAIN RELOCATION	EACH	2.000	3,511.20
		2.000	3,511.20
		0.000	0.00
412                           4042.65	503.21	0.000	0.00
RECONSTRUCT WATER SERVICE	EACH	4.000	2,012.84
		4.000	2,012.84
		0.000	0.00
413                           4039.10	105.00	0.000	0.00
REMOVE AND RELAY REINFORCED CONCRETE SEWER PIPE	m	46.300	4,861.50
1200mm pipe		46.300	4,861.50
		0.000	0.00
414                           4039.10	137.30	0.000	0.00
REMOVE AND RELAY REINFORCED CONCRETE SEWER PIPE	m	12.190	1,673.69
900mm pipe		12.190	1,673.69
		0.000	0.00
415                           4976.20	1,274.44	0.000	0.00
SANITARY SEWER MODIFICATION	EACH	4.000	5,097.76
		4.000	5,097.76
		0.000	0.00
416                           4018.50	299.25	0.000	0.00
TAPPING EXISTING PIPE	EACH	1.000	299.25
		1.000	299.25
		0.000	0.00
418                           4015.50	945.00	0.000	0.00
RECONSTRUCT MANHOLE	EACH	1.000	945.00
		1.000	945.00
		0.000	0.00
421                           4094.01	226.04	0.000	0.00
CMU WALL	m2	35.000	7,911.40
modular wall		35.280	7,974.69
		0.000	0.00
422                           4043.50	42.00	0.000	0.00
REMOVE SEWER PIPE	m	671.460	28,201.32
1200mm corrugated metal		671.460	28,201.32
		0.000	0.00
GROUP 4 CULVERTS		Contracted	702,182.42
		Current	917,334.58
		In place	1,030,981.61
		This Estimate	-300.00
GROUP 4A WATER MAIN & SANITARY SEWER CONSTRUCTION
0102                          W100.00	200.00	27.000	5,400.00
CURB STOP AND BOX	EACH	27.000	5,400.00
25 mm		30.000	6,000.00
		0.000	0.00
0103                          W175.01	160.00	27.000	4,320.00
25 mm CORPORATION STOP	EACH	27.000	4,320.00
		30.000	4,800.00
		0.000	0.00
0104                          W176.26	36.00	399.000	14,364.00
25 mm WATER SERVICE	m	399.000	14,364.00
		383.100	13,791.60
		0.000	0.00
0105                          W176.71	55.00	27.000	1,485.00
WATER SERVICE CONNECTION	EACH	27.000	1,485.00
25 mm		30.000	1,650.00
		0.000	0.00
0106                          W205.04	38.00	15.820	601.16
100 mm WATER MAIN PIPE	m	15.820	601.16
		10.830	411.55
		0.000	0.00
0107                          W205.06	40.00	12.780	511.20
150 mm WATER MAIN PIPE	m	12.780	511.20
		19.220	768.80
		0.000	0.00
0108                          W205.08	50.00	1,232.690	61,634.50
200 mm WATER MAIN PIPE	m	1,232.690	61,634.50
		1,221.130	61,056.50
		0.000	0.00
0109                          W205.12	65.00	117.230	7,619.95
300 mm WATER MAIN PIPE	m	117.230	7,619.95
		117.760	7,654.40
		0.000	0.00
0110                          W220.06	400.00	6.000	2,400.00
150 mm GATE VALVE, M.J.	EACH	6.000	2,400.00
		6.000	2,400.00
		0.000	0.00
0111                          W220.08	540.00	21.000	11,340.00
200 mm GATE VALVE, M.J.	EACH	21.000	11,340.00
		18.000	9,720.00
		0.000	0.00
0112                          W220.12	905.00	3.000	2,715.00
300 mm GATE VALVE, M.J.	EACH	3.000	2,715.00
		3.000	2,715.00
		0.000	0.00
0113                          W221.06	130.00	6.000	780.00
150 mm WATER VALVE BOX	EACH	6.000	780.00
		6.000	780.00
		0.000	0.00
0114                          W221.08	130.00	21.000	2,730.00
200 mm WATER VALVE BOX	EACH	21.000	2,730.00
		18.000	2,340.00
		0.000	0.00
0115                          W221.12	130.00	3.000	390.00
300 mm WATER VALVE BOX	EACH	3.000	390.00
		3.000	390.00
		0.000	0.00
0116                          W222.06	1,600.00	6.000	9,600.00
150 mm FIRE HYDRANT	EACH	6.000	9,600.00
		6.000	9,600.00
		0.000	0.00
0117                          W355.04	260.00	6.000	1,560.00
100 mm SLEEVE	EACH	6.000	1,560.00
		4.000	1,040.00
		0.000	0.00
0118                          W355.08	300.00	2.000	600.00
200 mm SLEEVE	EACH	2.000	600.00
		1.000	300.00
		0.000	0.00
0119                          W355.12	350.00	1.000	350.00
300 mm SLEEVE	EACH	1.000	350.00
		1.000	350.00
		0.000	0.00
0120                          W356.05	200.00	6.000	1,200.00
100 mm X 100 mm TEE	EACH	6.000	1,200.00
		4.000	800.00
		0.000	0.00
0121                          W356.14	210.00	6.000	1,260.00
200 mm X 150 mm TEE	EACH	6.000	1,260.00
		7.000	1,470.00
		0.000	0.00
0122                          W356.16	225.00	9.000	2,025.00
200 mm X 200 mm TEE	EACH	9.000	2,025.00
		6.000	1,350.00
		0.000	0.00
0123                          W356.19	300.00	1.000	300.00
300 mm X 150 mm TEE	EACH	1.000	300.00
		1.000	300.00
		0.000	0.00
0124                          W356.20	400.00	2.000	800.00
300 mm X 300 mm TEE	EACH	2.000	800.00
		2.000	800.00
		0.000	0.00
0125                          W356.50	400.00	2.000	800.00
CROSS	EACH	2.000	800.00
200 mm		2.000	800.00
		0.000	0.00
0126                          W357.14	140.00	12.000	1,680.00
100 mm - 45 DEGREE BEND	EACH	12.000	1,680.00
		10.000	1,400.00
		0.000	0.00
0127                          W357.40	170.00	14.000	2,380.00
200 mm - 45 DEGREE BEND	EACH	14.000	2,380.00
		12.000	2,040.00
		0.000	0.00
0128                          W357.41	190.00	5.000	950.00
200 mm - 90 DEGREE BEND	EACH	5.000	950.00
		6.000	1,140.00
		0.000	0.00
0129                          W357.42	275.00	1.000	275.00
300 mm - 90 DEGREE BEND	EACH	1.000	275.00
		1.000	275.00
		0.000	0.00
0130                          W357.51	260.00	2.000	520.00
300 mm - 11 1/4 DEGREE BEND	EACH	2.000	520.00
		1.000	260.00
		0.000	0.00
0131                          W358.19	95.00	6.000	570.00
200 mm X 100 mm REDUCER	EACH	6.000	570.00
		4.000	380.00
		0.000	0.00
0132                          W358.23	120.00	1.000	120.00
300 mm X 200 mm REDUCER	EACH	1.000	120.00
		1.000	120.00
		0.000	0.00
0133                          W722.51	5.00	1,255.910	6,279.55
ABANDON WATER MAIN	m	1,255.910	6,279.55
		619.000	3,095.00
		0.000	0.00
0134                          W800.24	140.00	4.000	560.00
REMOVE VALVE	EACH	4.000	560.00
- WATER		5.000	700.00
		0.000	0.00
0135                          W800.33	175.00	7.000	1,225.00
REMOVE HYDRANT	EACH	7.000	1,225.00
FIRE		8.000	1,400.00
		0.000	0.00
0136                          W800.40	50.00	1.000	50.00
REMOVE BEND	EACH	1.000	50.00
150 mm - 45 DEGREE		1.000	50.00
		0.000	0.00
0137                          W800.93	35.00	196.000	6,860.00
BORING 25 mm WATER SERVICE	m	196.000	6,860.00
		82.600	2,891.00
		0.000	0.00
0138                          0030.40	20,000.00	1.000	20,000.00
MOBILIZATION	LS	1.000	20,000.00
		1.000	20,000.00
		0.000	0.00
0139                          1090.03	7.00	4.600	32.20
ABANDON SEWER PIPE	m	4.600	32.20
		0.000	0.00
		0.000	0.00
0140                          1117.00	350.00	5.000	1,750.00
REMOVE MANHOLE	EACH	5.000	1,750.00
		5.000	1,750.00
		0.000	0.00
0141                          4016.00	2,600.00	1.000	2,600.00
MANHOLE	EACH	1.000	2,600.00
AT STA. 15+71.90, 11 m LT.		1.000	2,600.00
		0.000	0.00
0142                          4016.01	3,000.00	1.000	3,000.00
MANHOLE	EACH	1.000	3,000.00
AT STA. 16+31.00, 10.6 m LT.		1.000	3,000.00
		0.000	0.00
0143                          4016.02	3,200.00	1.000	3,200.00
MANHOLE	EACH	1.000	3,200.00
AT STA. 16+71.00, 11.24 m LT.		1.000	3,200.00
		0.000	0.00
0144                          4016.03	3,200.00	1.000	3,200.00
MANHOLE	EACH	1.000	3,200.00
AT STA. 17+84.33, 11.68 m LT.		1.000	3,200.00
		0.000	0.00
0145                          4016.04	2,800.00	1.000	2,800.00
MANHOLE	EACH	1.000	2,800.00
AT STA. 21+17.66, 11.36 m LT.		1.000	2,800.00
		0.000	0.00
0146                          4016.05	2,800.00	1.000	2,800.00
MANHOLE	EACH	1.000	2,800.00
AT STA. 22+28.63, 14.16 m LT.		0.000	0.00
		0.000	0.00
0147                          4042.55	350.00	2.000	700.00
CONNECT SANITARY SERVICE	EACH	2.000	700.00
		3.000	1,050.00
		0.000	0.00
0148                          4043.50	28.00	99.060	2,773.68
REMOVE SEWER PIPE	m	99.060	2,773.68
		103.660	2,902.48
		0.000	0.00
0149                          4731.08	59.00	101.950	6,015.05
200 mm SANITARY SEWER PIPE	m	101.950	6,015.05
		106.340	6,274.06
		0.000	0.00
0150                          4795.98	82.00	2.000	164.00
300 mm PLUG	EACH	2.000	164.00
		2.000	164.00
		0.000	0.00
0151                          4795.99	40.00	6.000	240.00
100 mm PLUG	EACH	6.000	240.00
		4.000	160.00
		0.000	0.00
0152                          4796.00	45.00	1.000	45.00
150 mm PLUG	EACH	1.000	45.00
		0.000	0.00
		0.000	0.00
0153                          4796.01	70.00	3.000	210.00
200 mm PLUG	EACH	3.000	210.00
		3.000	210.00
		0.000	0.00
0154                          4805.20	425.00	134.090	56,988.25
500 mm STEEL CASING	m	134.090	56,988.25
		134.090	56,988.25
		0.000	0.00
417                           6960.01	2,053.80	0.000	0.00
ADDITIONAL	LS	1.000	2,053.80
Miscellaneous water line fittings		1.000	2,053.80
		0.000	0.00
423                           W600.03	89.25	0.000	0.00
ADJUST VALVE BOX TO GRADE	EACH	5.000	446.25
		5.000	446.25
		0.000	0.00
424                           W600.21	456.21	0.000	0.00
ADJUST FIRE HYDRANT TO GRADE	EACH	4.000	1,824.84
		4.000	1,824.84
		0.000	0.00
425                           4016.06	2,808.75	0.000	0.00
MANHOLE	EACH	1.000	2,808.75
at Sta 24+50.25- 13.6m lt		1.000	2,808.75
		0.000	0.00
431                           4976.05	10,881.07	0.000	0.00
ADDITIONAL WORK	LS	1.000	10,881.07
Adjustments for retaining wall		1.000	10,881.07
		0.000	0.00
GROUP 4A WATER MAIN & SANITARY SEWER CONSTRUCTION		Contracted	262,773.54
		Current	280,788.25
		In place	267,352.35
		This Estimate	0.00
GROUP 7 GUARDRAIL
0155                          0030.70	2,000.00	1.000	2,000.00
MOBILIZATION	LS	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00
0156                          7011.20	55.00	167.600	9,218.00
W-BEAM GUARDRAIL	m	167.600	9,218.00
		167.600	9,218.00
		0.000	0.00
0157                          7020.00	1,400.00	1.000	1,400.00
BRIDGE APPROACH SECTIONS	EACH	1.000	1,400.00
		1.000	1,400.00
		0.000	0.00
0158                          7024.25	2,300.00	1.000	2,300.00
GUARDRAIL END TREATMENT, TYPE I	EACH	1.000	2,300.00
		1.000	2,300.00
		0.000	0.00
409                           7025.48	63.00	0.000	0.00
GUARDRAIL POSTS	EACH	90.000	5,670.00
		88.000	5,544.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	14,918.00
		Current	20,588.00
		In place	20,462.00
		This Estimate	0.00
GROUP 8B ELECTRICAL
0159                          A001.01	450.00	2.000	900.00
PULL BOX, TYPE PB-1	EACH	2.000	900.00
		2.000	900.00
		0.000	0.00
0160                          A001.12	350.00	14.000	4,900.00
PULL BOX, TYPE PB-5	EACH	14.000	4,900.00
		10.000	3,500.00
		0.000	0.00
0161                          A001.16	450.00	2.000	900.00
PULL BOX, TYPE PB-6	EACH	2.000	900.00
		1.000	450.00
		0.000	0.00
0162                          A003.10	275.00	4.000	1,100.00
TRAFFIC SIGNAL, TYPE TS-1	EACH	4.000	1,100.00
		4.000	1,100.00
		0.000	0.00
0163                          A006.75	650.00	4.000	2,600.00
PEDESTAL POLE, TYPE PP-3048	EACH	4.000	2,600.00
		4.000	2,600.00
		0.000	0.00
0164                          A008.91	1,500.00	50.000	75,000.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-1.8-0.25F	EACH	50.000	75,000.00
		50.000	75,000.00
		0.000	0.00
0165                          A009.15	1,800.00	1.000	1,800.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25F	EACH	1.000	1,800.00
		1.000	1,800.00
		0.000	0.00
0166                          A070.10	7.00	2,446.000	17,122.00
38 mm CONDUIT IN TRENCH	m	2,446.000	17,122.00
		2,418.000	16,926.00
		0.000	0.00
0167                          A070.14	7.00	15.000	105.00
50 mm CONDUIT IN TRENCH	m	15.000	105.00
		100.000	700.00
		0.000	0.00
0168                          A072.10	6.75	647.000	4,367.25
38 mm CONDUIT UNDER ROADWAY	m	647.000	4,367.25
		577.000	3,894.75
		0.000	0.00
0169                          A074.14	45.00	81.000	3,645.00
50 mm CONDUIT, JACKED	m	81.000	3,645.00
		20.000	900.00
		0.000	0.00
0170                          A077.12	2.00	96.000	192.00
2/C #14 AWG TRAFFIC SIGNAL CABLE	m	96.000	192.00
		111.000	222.00
		0.000	0.00
0171                          A079.50	1.00	96.000	96.00
GROUNDING CONDUCTOR	m	96.000	96.00
		111.000	111.00
		0.000	0.00
0172                          A080.10	3.00	368.000	1,104.00
STREET LIGHTING CABLE, NO. 2 USE	m	368.000	1,104.00
		603.000	1,809.00
		0.000	0.00
0173                          A080.22	1.50	3,093.000	4,639.50
STREET LIGHTING CABLE, NO. 6 BARE	m	3,093.000	4,639.50
		2,953.000	4,429.50
		0.000	0.00
0174                          A080.24	1.70	8,911.000	15,148.70
STREET LIGHTING CABLE, NO. 6 USE	m	8,911.000	15,148.70
		8,256.000	14,035.20
		0.000	0.00
0175                          A501.75	450.00	2.000	900.00
INSTALL FLASHER CONTROLLER	EACH	2.000	900.00
		2.000	900.00
		0.000	0.00
0176                          A600.00	200.00	4.000	800.00
REMOVE LIGHTING UNIT	EACH	4.000	800.00
		4.000	800.00
		0.000	0.00
0177                          A610.00	400.00	1.000	400.00
REMOVE TRAFFIC SIGNAL	EACH	1.000	400.00
AT US-275 & 6TH ST.		1.000	400.00
		0.000	0.00
0178                          A610.01	400.00	1.000	400.00
REMOVE TRAFFIC SIGNAL	EACH	1.000	400.00
AT US-275 & 3RD ST.		1.000	400.00
		0.000	0.00
0179                          A620.02	200.00	1.000	200.00
REMOVE LIGHTING CONTROL CENTER	EACH	1.000	200.00
		1.000	200.00
		0.000	0.00
0180                          0030.81	20,000.00	1.000	20,000.00
MOBILIZATION	LS	1.000	20,000.00
		1.000	20,000.00
		0.000	0.00
0181                          3970.00	220,000.00	1.000	220,000.00
RELOCATION	LS	1.000	220,000.00
OF ELECTRIC SYSTEM		1.000	220,000.00
		0.000	0.00
405                           6960.01	19,309.41	0.000	0.00
ADDITIONAL	LS	1.000	19,309.41
electrical work		1.000	19,309.41
		0.000	0.00
406                           A020.30	1,679.90	0.000	0.00
LIGHTING CONTROL CENTER, TYPE R	EACH	3.000	5,039.70
		3.000	5,039.70
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	376,319.45
		Current	400,668.56
		In place	395,426.56
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0182                          0001.08	0.50	7,546.000	3,773.00
BARRICADE, TYPE II	BDAY	7,546.000	3,773.00
		35,964.000	17,982.00
		0.000	0.00
0183                          0001.10	3.00	2,896.000	8,688.00
BARRICADE, TYPE III	BDAY	2,896.000	8,688.00
		21,191.000	63,573.00
		0.000	0.00
0184                          0001.30	2.50	192.000	480.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	192.000	480.00
		823.000	2,057.50
		0.000	0.00
0185                          0001.90	0.40	7,957.000	3,182.80
SIGN DAY	EACH	7,957.000	3,182.80
		29,519.000	11,807.60
		0.000	0.00
0186                          0002.30	3.50	1,500.000	5,250.00
PAVEMENT MARKING REMOVAL	m	1,500.000	5,250.00
		1,986.300	6,952.05
		0.000	0.00
0187                          0002.31	1.20	7,000.000	8,400.00
TEMPORARY PAVEMENT MARKING	m	7,000.000	8,400.00
		7,749.000	9,298.80
		0.000	0.00
0188                          0003.10	150.00	90.000	13,500.00
FLAGGING	DAY	90.000	13,500.00
		5.500	825.00
		0.000	0.00
0189                          0010.04	2,500.00	1.000	2,500.00
FIELD OFFICE	EACH	1.000	2,500.00
		1.000	2,500.00
		0.000	0.00
0190                          0030.00	3,000.00	1.000	3,000.00
MOBILIZATION	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00
0191                          9110.01	60.00	20.000	1,200.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	20.000	1,200.00
		12.500	750.00
		0.000	0.00
0192                          9110.02	60.00	10.000	600.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	10.000	600.00
		0.000	0.00
		0.000	0.00
0193                          9110.03	45.00	20.000	900.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	20.000	900.00
		21.000	945.00
		0.000	0.00
0194                          9110.07	25.00	20.000	500.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	20.000	500.00
		0.000	0.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	51,973.80
		Current	51,973.80
		In place	119,690.95
		This Estimate	0.00
Totals for contract		Contracted	3,189,998.76
		Current	3,513,824.65
		In place	3,922,469.69
		This Estimate	-300.00