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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	1344 DOBSON BROTHERS CONSTRUCTION COMPANY
Contract ID:	3021
Estimate Number:	0041
Pay Period End Date:	03.29.2003

Contract Location:
NORFOLK EAST	Estimate Type:	PROG
Contractor:
DOBSON BROTHERS CONSTRUCTION COMPANY	Date Let:	07.12.2001
410 SOUTH 7TH	Date Awarded:	07.18.2001
PO BOX 81409	Date Contract Executed:	07.20.2001
	Date Notice to Proceed:	07.20.2001
LINCOLN NE 68501	Date Work Began:	07.30.2001
Phone:	Date Physical Work Completed:
(402)474-5115	Date Accepted:
Escrow Agent:
Surety Co:
NATIONAL FIRE INSURANCE COMPANY OF HARTFORD

Counties
STANTON

Project Number		PCT			Fed State Project Number		Description
32021 000		0.000			F-275-6(1020)		GRAD, CONC PAVE, CULV, SEED, ELEC

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$12,452,057.88	$12,361,701.67	$90,356.21
$18,519,172.08	Stockpiled Materials	$203,192.95	$203,250.28	$-57.33
Original Contract Amt	Gross Earnings	$12,655,250.83	$12,564,951.95	$90,298.88
$18,274,985.53	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
67.24%	Net Earnings	$12,630,250.83	$12,539,951.95	$90,298.88
	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	$-5,562.92	$-6,632.43	$1,069.51
	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	-$5,562.92	-$6,632.43	$1,069.51
	Payment	$12,624,687.91	$12,533,319.52	$91,368.39
Project Manager			Div. Head/Dist. Eng.
Davis, Rob	04.01.2003		Boyle, Pat	04.02.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	04.02.2003
Controller Div. Processed
Burling, Laurie	04.02.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0011
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0097	P150.72	1800 mm CULVERT PIPE, TYPE 5
		S.P. Initial Payment	807.08	81-10-0012
		1800mm pipe
0102	P200.48	1200 mm CULVERT PIPE, TYPE 2 OR 5
		S.P. Initial Payment	3,382.47	81-10-0012
		1200mm Pipe, 2 or 5
0105	P400.24	600 mm CULVERT PIPE, TYPE 2,5,7 OR 8
		S.P. Initial Payment	1,612.19	81-09-0025
		600mm pipe
0166	4310.24	600 mm FLARED-END SECTION
		S.P. Initial Payment	762.00	81-09-0025
		600mm FES
0168	4310.36	900 mm FLARED-END SECTION
		S.P. Initial Payment	489.72	81-09-0142
		900mm FES
0170	4310.48	1200 mm FLARED-END SECTION
		S.P. Initial Payment	1,485.56	81-10-0012
		1200mm FES
0171	4310.72	1800 mm FLARED-END SECTION
		S.P. Initial Payment	1,611.20	81-10-0012
		1800mm FES
		Total for estimate 0011:	10,150.22
Est Nbr:	0012
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0100	P200.36	900 mm CULVERT PIPE, TYPE 2 OR 5
		S.P. Initial Payment	244.82	81-10-0005
		900mm pipe,2 or 5
0107	P400.36	900 mm CULVERT PIPE, TYPE 2,5,7 OR 8
		S.P. Initial Payment	4,036.11	81-10-0005
		900mm pipe
		Total for estimate 0012:	4,280.93
Est Nbr:	0017
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0072	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	70,741.82	36246
		fine aggregate
		S.P. Initial Payment	124,757.51	742
		coarse aggregate
		Total for estimate 0017:	195,499.33
Est Nbr:	0020
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0107	P400.36	900 mm CULVERT PIPE, TYPE 2,5,7 OR 8
		S.P. Adjustment	-1,000.28	81-10-0005
		900mm pipe
0168	4310.36	900 mm FLARED-END SECTION
		S.P. Adjustment	-122.43	81-09-0142
		900mm FES
		Total for estimate 0020:	-1,122.71
Est Nbr:	0021
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0097	P150.72	1800 mm CULVERT PIPE, TYPE 5
		S.P. Adjustment	-807.08	81-10-0012
		1800mm pipe
0105	P400.24	600 mm CULVERT PIPE, TYPE 2,5,7 OR 8
		S.P. Adjustment	-723.25	81-09-0025
		600mm pipe
0166	4310.24	600 mm FLARED-END SECTION
		S.P. Adjustment	-457.20	81-09-0025
		600mm FES
0171	4310.72	1800 mm FLARED-END SECTION
		S.P. Adjustment	-1,611.20	81-10-0012
		1800mm FES
		Total for estimate 0021:	-3,598.73
Est Nbr:	0022
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0102	P200.48	1200 mm CULVERT PIPE, TYPE 2 OR 5
		S.P. Adjustment	-1,433.25	81-10-0012
		1200mm Pipe, 2 or 5
0170	4310.48	1200 mm FLARED-END SECTION
		S.P. Adjustment	-742.78	81-10-0012
		1200mm FES
		Total for estimate 0022:	-2,176.03
Est Nbr:	0023
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0072	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	132,192.93	36246
		fine aggregate
		S.P. Initial Payment	327,096.90	742
		coarse aggregate
0100	P200.36	900 mm CULVERT PIPE, TYPE 2 OR 5
		S.P. Adjustment	-244.82	81-10-0005
		900mm pipe,2 or 5
0102	P200.48	1200 mm CULVERT PIPE, TYPE 2 OR 5
		S.P. Adjustment	114.66	81-10-0012
		1200mm Pipe, 2 or 5
0105	P400.24	600 mm CULVERT PIPE, TYPE 2,5,7 OR 8
		S.P. Adjustment	13.15	81-09-0025
		600mm pipe
0168	4310.36	900 mm FLARED-END SECTION
		S.P. Adjustment	-122.43	81-09-0142
		900mm FES
		Total for estimate 0023:	459,050.39
Est Nbr:	0024
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0105	P400.24	600 mm CULVERT PIPE, TYPE 2,5,7 OR 8
		S.P. Adjustment	13.15	81-09-0025
		600mm pipe
		Total for estimate 0024:	13.15
Est Nbr:	0025
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0072	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-27,366.27	36246
		fine aggregate
		S.P. Adjustment	-26,177.67	742
		coarse aggregate
		Total for estimate 0025:	-53,543.94
Est Nbr:	0026
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0072	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-43,375.55	36246
		fine aggregate
		S.P. Adjustment	-79,387.90	36246
		fine aggregate
		S.P. Adjustment	-98,579.85	742
		coarse aggregate
		S.P. Adjustment	-18,851.59	742
		coarse aggregate
		Total for estimate 0026:	-240,194.89
Est Nbr:	0027
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0072	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-52,805.03	36246
		fine aggregate
		S.P. Adjustment	-126,811.19	742
		coarse aggregate
		Total for estimate 0027:	-179,616.22
Est Nbr:	0028
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0072	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-533.37	742
		coarse aggregate
		Total for estimate 0028:	-533.37
Est Nbr:	0030
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0072	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-520.78	742
		coarse aggregate
		Total for estimate 0030:	-520.78
Est Nbr:	0031
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0072	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-0.24	742
		coarse aggregate
		Total for estimate 0031:	-0.24
Est Nbr:	0034
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0072	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	21,053.95	8425
		Dowel Basket Assemblies
0102	P200.48	1200 mm CULVERT PIPE, TYPE 2 OR 5
		S.P. Adjustment	-2,006.55	81-10-0012
		1200mm Pipe, 2 or 5
0105	P400.24	600 mm CULVERT PIPE, TYPE 2,5,7 OR 8
		S.P. Adjustment	-915.24	81-09-0025
		600mm pipe
0107	P400.36	900 mm CULVERT PIPE, TYPE 2,5,7 OR 8
		S.P. Adjustment	-1,384.31	81-10-0005
		900mm pipe
0166	4310.24	600 mm FLARED-END SECTION
		S.P. Adjustment	-304.80	81-09-0025
		600mm FES
0168	4310.36	900 mm FLARED-END SECTION
		S.P. Adjustment	-122.43	81-09-0142
		900mm FES
0170	4310.48	1200 mm FLARED-END SECTION
		S.P. Adjustment	-742.78	81-10-0012
		1200mm FES
		Total for estimate 0034:	15,577.84
Est Nbr:	0038
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0072	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-8.23	742
		coarse aggregate
		S.P. Adjustment	-6.44	8425
		Dowel Basket Assemblies
		Total for estimate 0038:	-14.67
Est Nbr:	0041
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0102	P200.48	1200 mm CULVERT PIPE, TYPE 2 OR 5
		S.P. Adjustment	-57.33	81-10-0012
		1200mm Pipe, 2 or 5
		Total for estimate 0041:	-57.33
		Total remaining for contract:	203,192.95

			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	126.25	85.000	10,731.25
COVER CROP SEEDING	ha	85.000	10,731.25
		44.186	5,578.50
		0.000	0.00
0002                          L020.00	1.29	86,046.000	110,999.34
EROSION CONTROL	m2	86,046.000	110,999.34
		30,420.266	39,242.14
		0.000	0.00
0003                          L020.01	5.05	25,783.000	130,204.15
EROSION CONTROL, TYPE A	m2	25,783.000	130,204.15
		10,201.595	51,518.07
		0.000	0.00
0004                          L020.03	1.82	305.000	555.10
EROSION CONTROL, TYPE C	m2	305.000	555.10
		0.000	0.00
		0.000	0.00
0005                          L020.08	5.15	9,902.000	50,995.30
EROSION CONTROL, TYPE AA	m2	9,902.000	50,995.30
		6,188.400	31,870.27
		0.000	0.00
0006                          L020.09	11.41	1,136.000	12,961.76
EROSION CONTROL, TYPE AAA	m2	1,136.000	12,961.76
		505.480	5,767.53
		0.000	0.00
0007                          L020.10	1.34	35,350.000	47,369.00
EROSION CONTROL, TYPE HV	m2	35,350.000	47,369.00
		25,726.085	34,472.96
		0.000	0.00
0008                          L021.01	15.91	2,395.000	38,104.45
EROSION CHECKS, TYPE A	BALE	2,395.000	38,104.45
		811.000	12,903.01
		0.000	0.00
0009                          L021.03	10.10	28.000	282.80
EROSION CHECKS, TYPE C	BALE	28.000	282.80
		0.000	0.00
		0.000	0.00
0010                          L021.06	11.11	1,205.000	13,387.55
EROSION CHECKS, TYPE HV	BALE	1,205.000	13,387.55
		469.000	5,210.59
		0.000	0.00
0011                          L021.11	15.91	350.000	5,568.50
EROSION CHECKS, TYPE ST-A	BALE	350.000	5,568.50
		86.000	1,368.26
		0.000	0.00
0012                          L021.15	15.15	1,526.000	23,118.90
EROSION CHECKS, TYPE ST-HV	BALE	1,526.000	23,118.90
		210.000	3,181.50
		0.000	0.00
0013                          L021.21	15.91	903.000	14,366.73
EROSION CHECKS, TYPE AA	BALE	903.000	14,366.73
		515.000	8,193.65
		0.000	0.00
0014                          L022.11	6.57	6,116.400	40,184.75
FABRIC SILT FENCE-LOW POROSITY	m	6,116.400	40,184.75
		6,724.020	44,176.84
		0.000	0.00
0015                          L022.12	7.58	18.600	140.99
FABRIC SILT FENCE-HIGH POROSITY	m	18.600	140.99
		239.700	1,816.93
		0.000	0.00
0016                          L022.25	15.15	78.000	1,181.70
FABRIC SILT FENCE, TYPE COIR FIBER	m	78.000	1,181.70
		0.000	0.00
		0.000	0.00
0017                          L022.75	16.50	3,781.000	62,386.50
TEMPORARY SILT CHECK	m	1,081.000	17,836.50
		323.070	5,330.66
		0.000	0.00
0018                          P310.42	101.00	30.500	3,080.50
1050 mm CULVERT PIPE, TYPE 2,4 OR 5	m	30.500	3,080.50
		0.000	0.00
		0.000	0.00
0019                          P400.18	45.11	930.000	41,952.30
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	930.000	41,952.30
		530.500	23,930.86
		0.000	0.00
0020                          P500.18	45.11	67.000	3,022.37
450 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8	m	67.000	3,022.37
		177.000	7,984.47
		0.000	0.00
0021                          P500.30	70.70	14.000	989.80
750 mm CULVERT PIPE, TYPE 2,4,5,7 or 8	m	14.000	989.80
		0.000	0.00
		0.000	0.00
0022                          0030.10	300,000.00	1.000	300,000.00
MOBILIZATION	LS	1.000	300,000.00
		1.000	300,000.00
		0.000	0.00
0023                          1009.00	101,000.00	1.000	101,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	101,000.00
		0.800	80,800.00
		0.000	0.00
0024                          1010.00	1.25	2,679,523.000	3,349,403.75
EXCAVATION	m3	2,649,523.000	3,311,903.75
		2,134,638.896	2,668,298.61
		17,707.186	22,133.98
0025                          1010.01	2.02	36,600.000	73,932.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	36,600.000	73,932.00
		26,015.700	52,551.72
		0.000	0.00
0026                          1010.50	2.02	1,560.000	3,151.20
REMOVAL OF UNSUITABLE MATERIAL	m3	1,560.000	3,151.20
		761.850	1,538.93
		0.000	0.00
0027                          1011.00	1.01	39,375.000	39,768.75
WATER	kL	39,375.000	39,768.75
		5,282.781	5,335.61
		0.000	0.00
0028                          1012.00	53.53	276.000	14,774.28
RIGHT-OF-WAY MARKERS	EACH	276.000	14,774.28
		240.000	12,847.20
		0.000	0.00
0029                          1017.00	60,600.00	1.000	60,600.00
CONSTRUCTION STAKING AND SURVEYING	LS	1.000	60,600.00
		0.400	24,240.00
		0.000	0.00
0030                          1030.00	1.01	39,526.000	39,921.26
EARTHWORK MEASURED IN EMBANKMENT	m3	39,526.000	39,921.26
		0.000	0.00
		0.000	0.00
0031                          1041.00	0.38	19,452.000	7,391.76
SALVAGING AND PLACING TOPSOIL	m2	19,452.000	7,391.76
		0.000	0.00
		0.000	0.00
0032                          1090.00	505.00	2.000	1,010.00
ABANDON WELLS	EACH	2.000	1,010.00
		2.000	1,010.00
		0.000	0.00
0033                          1102.00	3.24	3,337.000	10,811.88
REMOVE ASPHALT SURFACE	m2	3,337.000	10,811.88
		6,546.070	21,209.27
		3,738.590	12,113.03
0034                          1106.00	3.03	1,196.000	3,623.88
REMOVE DRIVEWAY	m2	1,196.000	3,623.88
		734.550	2,225.68
		0.000	0.00
0035                          1109.00	10.10	180.000	1,818.00
REMOVE CURB	m	180.000	1,818.00
		360.000	3,636.00
		0.000	0.00
0036                          1120.00	505.00	2.000	1,010.00
REMOVE DISCHARGE STRUCTURE	EACH	2.000	1,010.00
		1.000	505.00
		0.000	0.00
0037                          1122.01	4.04	125.000	505.00
REMOVE CONCRETE MEDIAN SURFACING	m2	125.000	505.00
		103.841	419.52
		0.000	0.00
0038                          1124.00	101.00	1.000	101.00
REMOVE BUILDING	EACH	1.000	101.00
AT STA. 164+40 RT.		1.000	101.00
		0.000	0.00
0039                          1124.01	101.00	1.000	101.00
REMOVE BUILDING	EACH	1.000	101.00
AT STA. 164+74 RT		1.000	101.00
		0.000	0.00
0040                          1124.02	101.00	1.000	101.00
REMOVE BUILDING	EACH	1.000	101.00
AT STA. 165+07.4 RT		1.000	101.00
		0.000	0.00
0041                          1124.03	101.00	1.000	101.00
REMOVE BUILDING	EACH	1.000	101.00
AT STA. 226+81.63 RT		1.000	101.00
		0.000	0.00
0042                          1124.04	101.00	1.000	101.00
REMOVE BUILDING	EACH	1.000	101.00
AT STA. 227+00 LT		1.000	101.00
		0.000	0.00
0043                          1125.00	1,515.00	1.000	1,515.00
CLEAR TRACT	EACH	1.000	1,515.00
AT STA. 164+20 TO 165+20 RT.		1.000	1,515.00
		0.000	0.00
0044                          1125.01	1,515.00	1.000	1,515.00
CLEAR TRACT	EACH	1.000	1,515.00
AT STA. 226+65 TO 227+10 LT & RT		1.000	1,515.00
		0.000	0.00
0045                          1128.50	5.05	270.000	1,363.50
REMOVE SLAB	m2	270.000	1,363.50
		268.803	1,357.46
		0.000	0.00
0046                          1701.24	50.50	350.500	17,700.25
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	350.500	17,700.25
		190.200	9,605.10
		0.000	0.00
0047                          1701.36	75.75	43.000	3,257.25
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	43.000	3,257.25
		42.000	3,181.51
		0.000	0.00
0048                          3001.00	2.39	7,518.000	17,968.02
BREAK CONCRETE PAVEMENT	m2	7,518.000	17,968.02
		7,445.630	17,795.05
		0.000	0.00
0049                          3017.50	116.58	54.000	6,295.32
INTERLOCKING CONCRETE PAVER BLOCK	m2	54.000	6,295.32
		68.040	7,932.10
		0.000	0.00
0050                          4035.00	50.50	4.000	202.00
REMOVE FLARED-END SECTION	EACH	4.000	202.00
		2.000	101.00
		0.000	0.00
0051                          4050.01	9.89	30.000	296.70
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	30.000	296.70
		0.000	0.00
		0.000	0.00
0052                          4105.59	807.17	21.600	17,434.87
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	21.600	17,434.87
		0.000	0.00
		0.000	0.00
0053                          4155.50	1.47	972.000	1,428.84
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	972.000	1,428.84
		0.000	0.00
		0.000	0.00
0054                          4310.18	165.01	33.000	5,445.33
450 mm FLARED-END SECTION	EACH	33.000	5,445.33
		21.000	3,465.21
		0.000	0.00
0055                          4670.05	75.75	10.000	757.50
CULVERT SANDFILL	m3	10.000	757.50
		14.390	1,090.05
		0.000	0.00
0056                          4900.24	413.92	39.000	16,142.88
AREA INLET SEDIMENT FILTER	EACH	39.000	16,142.88
		0.000	0.00
		0.000	0.00
0057                          7017.00	8.59	1,738.700	14,935.43
REMOVE GUARDRAIL	m	1,738.700	14,935.43
		1,979.500	17,003.91
		0.000	0.00
0058                          9110.01	60.75	150.000	9,112.50
RENTAL OF LOADER, FULLY OPERATED	HOUR	150.000	9,112.50
		520.000	31,590.04
		30.500	1,852.88
0059                          9110.02	60.60	150.000	9,090.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	150.000	9,090.00
		146.500	8,877.90
		24.000	1,454.40
0060                          9110.07	36.49	150.000	5,473.50
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	150.000	5,473.50
		2.000	72.98
		0.000	0.00
401                           9110.15	99.75	0.000	0.00
RENTAL OF CRAWLER TRACTOR, FULLY OPERATED	HOUR	30.000	2,992.50
		82.000	8,179.51
		-6.000	-598.50
404                           9110.06	157.50	0.000	0.00
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	30.000	4,725.00
		183.750	28,940.63
		48.000	7,560.00
405                           1043.00	0.73	0.000	0.00
COHESIVE SOIL COVER	m2	11,250.000	8,212.50
		20,503.790	14,967.77
		0.000	0.00
406                           8023.50	1.21	0.000	0.00
SELECT MATERIAL	m3	2,250.000	2,722.50
cohesive material for capping road top		1,204.875	1,457.90
		0.000	0.00
407                           8091.00	31.47	0.000	0.00
GRANULAR BACKFILL	m3	2,500.000	78,675.00
		1,777.545	55,939.34
		0.000	0.00
411                           9110.03	138.31	0.000	0.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	20.000	2,766.20
off- road 6x6 truck		175.000	24,204.26
		0.000	0.00
412                           9110.03	55.13	0.000	0.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	35.000	1,929.55
		77.000	4,245.03
		42.500	2,343.03
413                           1990.06	690.62	0.000	0.00
EQUIPMENT RENTAL	LS	1.000	690.62
trencher with frost teeth		1.000	690.62
		0.000	0.00
414                           L022.75	11.42	0.000	0.00
TEMPORARY SILT CHECK	m	2,700.000	30,834.00
Excelsior log		42.000	479.64
		0.000	0.00
415                           L022.70	6.30	0.000	0.00
SILT TRAP	EACH	200.000	1,260.00
		92.000	579.60
		0.000	0.00
417                           9110.12	197.05	0.000	0.00
RENTAL OF SCRAPER, FULLY OPERATED	HOUR	25.000	4,926.25
627		42.000	8,276.10
		0.000	0.00
418                           9110.12	221.03	0.000	0.00
RENTAL OF SCRAPER, FULLY OPERATED	HOUR	138.000	30,502.14
631		140.000	30,944.20
		2.000	442.06
419                           9110.12	290.34	0.000	0.00
RENTAL OF SCRAPER, FULLY OPERATED	HOUR	25.000	7,258.50
637		58.000	16,839.72
		0.000	0.00
420                           9110.15	83.55	0.000	0.00
RENTAL OF CRAWLER TRACTOR, FULLY OPERATED	HOUR	25.000	2,088.75
Challenger		14.500	1,211.48
		0.000	0.00
421                           9110.20	83.55	0.000	0.00
RENTAL OF SELF-PROPELLED ROLLER, FULLY OPERATED	HOUR	30.000	2,506.50
815F		34.500	2,882.48
		0.000	0.00
422                           9110.02	122.33	0.000	0.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	62.000	7,584.46
14H		100.000	12,233.02
		2.500	305.83
423                           9110.11	137.95	0.000	0.00
RENTAL OF BULLDOZER, FULLY OPERATED	HOUR	35.000	4,828.25
D9 Cat		34.500	4,759.28
		0.000	0.00
430                           6960.02	983.08	0.000	0.00
ADDITIONAL WORK	LS	1.000	983.08
for extra pipes		1.000	983.08
		0.000	0.00
433                           3900.20	2,020.20	0.000	0.00
ADDITIONAL COST	LS	1.000	2,020.20
for temp pipe at 154+		1.000	2,020.20
		0.000	0.00
436                           4325.18	535.50	0.000	0.00
450 mm SAFETY SLOPED END SECTION	EACH	2.000	1,071.00
		0.000	0.00
		0.000	0.00
439                           9110.36	73.50	0.000	0.00
RENTAL OF TRUCK/TRAILER, FULLY OPERATED	HOUR	25.000	1,837.50
		38.500	2,829.75
		38.500	2,829.75
603                           1010.50	2.50	0.000	0.00
REMOVAL OF UNSUITABLE MATERIAL	m3	1,000.000	2,500.00
		5,310.620	13,276.56
		0.000	0.00
GROUP 1 GRADING		Contracted	4,750,744.39
		Current	4,871,608.89
		In place	3,798,711.26
		This Estimate	50,436.46
GROUP 3 CONCRETE PAVEMENT
0061                          0002.39	4.04	500.000	2,020.00
TEMPORARY PAVEMENT MARKING, TYPE II	m	500.000	2,020.00
		0.000	0.00
		0.000	0.00
0062                          0002.44	1.01	3,600.000	3,636.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT	m	3,600.000	3,636.00
		7,157.000	7,228.57
		0.000	0.00
0063                          0030.30	600,000.00	1.000	600,000.00
MOBILIZATION	LS	1.000	600,000.00
		1.000	600,000.00
		0.000	0.00
0064                          1020.01	15.15	324.000	4,908.60
DELINEATOR, TYPE I	EACH	324.000	4,908.60
		0.000	0.00
		0.000	0.00
0065                          2001.00	20.20	2,842.000	57,408.40
GRAVEL SURFACE COURSE	m3	2,842.000	57,408.40
		1,986.482	40,126.92
		0.000	0.00
0066                          2010.00	35.35	277.000	9,791.95
CRUSHED ROCK SURFACE COURSE	m3	277.000	9,791.95
		1,360.210	48,083.43
		0.000	0.00
0067                          2021.00	50.50	22.000	1,111.00
MAILBOX POST	EACH	22.000	1,111.00
		3.000	151.50
		0.000	0.00
0068                          3012.06	38.56	180.000	6,940.80
CONCRETE CLASS 47B-25 MEDIAN CURB	m	180.000	6,940.80
		83.000	3,200.48
		0.000	0.00
0069                          3017.40	40.53	64.000	2,593.92
CONCRETE CLASS 47B-20 MEDIAN SURFACING	m2	64.000	2,593.92
		61.880	2,508.00
		0.000	0.00
0070                          3075.41	32.41	1,415.000	45,860.15
230 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	1,415.000	45,860.15
		1,598.000	51,791.18
		0.000	0.00
0071                          3075.51	36.27	607.000	22,015.89
255 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	607.000	22,015.89
		292.380	10,604.62
		0.000	0.00
0072                          3075.55	27.41	235,630.000	6,458,618.30
255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	235,630.000	6,458,618.30
		115,441.130	3,164,241.38
		0.000	0.00
0073                          3089.25	17.60	10,870.000	191,312.00
TEMPORARY SURFACING	m2	10,870.000	191,312.00
200mm		5,976.968	105,194.63
		0.000	0.00
0074                          3275.20	4.63	125,758.000	582,259.54
CRUSH CONCRETE PAVEMENT	m2	125,758.000	582,259.54
		116,231.210	538,150.50
		0.000	0.00
0075                          3275.21	9.46	18,000.000	170,280.00
CRUSH CONCRETE	Mg	18,000.000	170,280.00
		49,015.800	463,689.47
		0.000	0.00
0076                          3300.50	13,464.94	1.000	13,464.94
PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING	LS	1.000	13,464.94
		0.500	6,732.47
		0.000	0.00
0077                          4763.26	141.41	4.000	565.64
UNDERDRAIN HEADWALL	EACH	4.000	565.64
		0.000	0.00
		0.000	0.00
0078                          4764.35	19.56	49.500	968.22
100 mm PERFORATED PIPE UNDERDRAIN	m	49.500	968.22
		162.464	3,177.79
		0.000	0.00
0079                          7550.03	1.26	26,000.000	32,760.00
100 mm YELLOW EPOXY PAVEMENT MARKING	m	26,000.000	32,760.00
		0.000	0.00
		0.000	0.00
0080                          7550.04	1.26	32,400.000	40,824.00
100 mm WHITE EPOXY PAVEMENT MARKING	m	32,400.000	40,824.00
		0.000	0.00
		0.000	0.00
0081                          8029.10	5.00	58,953.000	294,765.00
AGGREGATE FOUNDATION COURSE-D 100 mm	m2	58,953.000	294,765.00
		0.000	0.00
		0.000	0.00
0082                          8029.84	1.52	8,000.000	12,160.00
BITUMINOUS FOUNDATION COURSE 100 mm	m2	8,000.000	12,160.00
		0.000	0.00
		0.000	0.00
0083                          8032.04	1.10	210,279.000	231,306.90
CRUSHED CONCRETE FOUNDATION COURSE 100 mm	m2	210,279.000	231,306.90
		137,460.330	151,206.37
		0.000	0.00
0084                          8060.05	46.71	250.000	11,677.50
GRANULAR SUBDRAIN	EACH	250.000	11,677.50
		100.000	4,671.00
		0.000	0.00
0085                          9009.86	12.09	66,148.000	799,729.32
SURFACING 150mm	m2	66,148.000	799,729.32
		23,194.100	280,416.67
		0.000	0.00
0086                          9009.87	17.55	257.000	4,510.35
SURFACING 200mm	m2	257.000	4,510.35
		526.070	9,232.53
		0.000	0.00
0087                          9030.00	7.05	327.000	2,305.35
CONSTRUCTING ASPHALTIC CONCRETE CURB	m	327.000	2,305.35
		0.000	0.00
		0.000	0.00
0088                          9034.00	2.55	4,205.000	10,722.75
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	4,205.000	10,722.75
		1,981.000	5,051.55
		0.000	0.00
0089                          9111.00	3.21	5,944.000	19,080.24
WATER	kL	5,944.000	19,080.24
		1,715.960	5,508.23
		0.000	0.00
0090                          9170.00	152.56	573.677	87,520.16
EARTH SHOULDER CONSTRUCTION	StaM	573.677	87,520.16
		131.740	20,098.25
		0.000	0.00
0091                          9173.20	0.81	310,543.000	251,539.83
SUBGRADE PREPARATION	m2	310,543.000	251,539.83
		139,070.680	112,647.24
		0.000	0.00
0092                          9179.34	1.97	131,624.000	259,299.28
COLD MILLING, CLASS 4	m2	0.000	0.00
		0.000	0.00
		0.000	0.00
0093                          9179.54	1.96	55,125.000	108,045.00
COLD MILLING, CLASS 4	m2	0.000	0.00
A		0.000	0.00
		0.000	0.00
0094                          9185.50	16.77	109.000	1,827.93
MILLING CONCRETE CURB	m	109.000	1,827.93
		0.000	0.00
		0.000	0.00
0095                          9185.77	132.51	457.740	60,655.13
RUMBLE STRIPS, CONCRETE	StaM	457.740	60,655.13
		183.000	24,249.33
		0.000	0.00
425                           3900.22	19.40	0.000	0.00
ADDITIONAL COST	m3	150.000	2,910.00
for 8-sack concrete		48.960	949.82
		48.960	949.82
426                           4976.05	2,471.34	0.000	0.00
ADDITIONAL WORK	LS	1.000	2,471.34
for pipes and fill in 135+ area		1.000	2,471.34
		0.000	0.00
427                           0030.01	1,500.00	0.000	0.00
ADDITIONAL MOBILIZATION	LS	1.000	1,500.00
		1.000	1,500.00
		0.000	0.00
431                           4764.34	28.88	0.000	0.00
100 mm NONPERFORATED PIPE UNDERDRAIN	m	7.000	202.16
		7.000	202.16
		0.000	0.00
432                           4763.38	36.75	0.000	0.00
100 mm RODENT GUARD	EACH	2.000	73.50
		2.000	73.50
		0.000	0.00
437                           9179.34	2.62	0.000	0.00
COLD MILLING, CLASS 4	m2	131,624.000	344,854.88
Revised		122,317.510	320,471.88
		0.000	0.00
438                           9179.54	2.51	0.000	0.00
COLD MILLING, CLASS 4	m2	55,125.000	138,363.75
Revised		57,290.680	143,799.61
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	10,402,484.09
		Current	10,525,515.44
		In place	6,127,430.42
		This Estimate	949.82
GROUP 4 CULVERTS
0096                          P129.48	296.94	131.000	38,899.14
1200 mm CULVERT PIPE, TYPE 2 CLASS V	m	70.000	20,785.80
		70.000	20,785.80
		0.000	0.00
0097                          P150.72	456.52	4.000	1,826.08
1800 mm CULVERT PIPE, TYPE 5	m	4.000	1,826.08
		4.000	1,826.08
		0.000	0.00
0098                          P200.24	95.95	163.000	15,639.85
600mm CULVERT PIPE, TYPE 2 OR 5	m	163.000	15,639.85
		172.400	16,541.79
		0.000	0.00
0099                          P200.30	119.18	103.000	12,275.54
750 mm CULVERT PIPE, TYPE 2 OR 5	m	103.000	12,275.54
		103.200	12,299.38
		0.000	0.00
0100                          P200.36	140.39	59.000	8,283.01
900 mm CULVERT PIPE, TYPE 2 OR 5	m	59.000	8,283.01
		59.500	8,353.21
		0.000	0.00
0101                          P200.42	180.79	52.000	9,401.08
1050 mm CULVERT PIPE, TYPE 2 OR 5	m	52.000	9,401.08
		53.185	9,615.32
		0.000	0.00
0102                          P200.48	214.12	118.000	25,266.16
1200 mm CULVERT PIPE, TYPE 2 OR 5	m	118.000	25,266.16
		116.800	25,009.22
		47.500	10,170.70
0103                          P200.60	251.49	15.000	3,772.35
1500 mm CULVERT PIPE, TYPE 2 OR 5	m	15.000	3,772.35
		0.000	0.00
		0.000	0.00
0104                          P400.18	303.00	3.000	909.00
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	3.000	909.00
		4.820	1,460.46
		0.000	0.00
0105                          P400.24	95.95	102.500	9,834.88
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	102.500	9,834.88
		107.000	10,266.65
		0.000	0.00
0106                          P400.30	119.18	267.000	31,821.06
750 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	267.000	31,821.06
		210.490	25,086.20
		0.000	0.00
0107                          P400.36	140.39	114.500	16,074.66
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	114.500	16,074.66
		71.966	10,103.30
		0.000	0.00
0108                          P402.15	55.55	109.000	6,054.95
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	109.000	6,054.95
		74.000	4,110.70
		0.000	0.00
0109                          P402.24	60.60	29.500	1,787.70
600 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	29.500	1,787.70
		31.000	1,878.60
		0.000	0.00
0110                          P600.24	60.60	27.000	1,636.20
600 mm CULVERT PIPE, TYPE 2,3,4,5,7 OR 8	m	27.000	1,636.20
		26.500	1,605.90
		0.000	0.00
0111                          0030.40	150,000.00	1.000	150,000.00
MOBILIZATION	LS	1.000	150,000.00
		1.000	150,000.00
		0.000	0.00
0112                          1043.50	1.87	4,261.000	7,968.07
RIPRAP FILTER FABRIC	m2	4,261.000	7,968.07
		3,501.756	6,548.28
		0.000	0.00
0113                          4005.00	2.63	308.000	810.04
CAST IRON RING AND COVER	kg	308.000	810.04
		0.000	0.00
		0.000	0.00
0114                          4013.00	1,090.80	1.000	1,090.80
TRASH GRATE	EACH	1.000	1,090.80
		2.000	2,181.60
		0.000	0.00
0115                          4016.00	18,382.00	1.000	18,382.00
MANHOLE	EACH	1.000	18,382.00
AT STA. 134+55.50		0.000	0.00
		0.000	0.00
0116                          4016.01	11,493.80	1.000	11,493.80
MANHOLE	EACH	1.000	11,493.80
AT STA. 135+06		0.000	0.00
		0.000	0.00
0117                          4035.00	126.25	16.000	2,020.00
REMOVE FLARED-END SECTION	EACH	16.000	2,020.00
		7.000	883.75
		0.000	0.00
0118                          4040.00	151.50	2.000	303.00
REMOVE HEADWALLS FROM CULVERTS	EACH	2.000	303.00
		0.000	0.00
		0.000	0.00
0119                          4041.00	3,030.00	1.000	3,030.00
CULVERT CLEANOUT	EACH	1.000	3,030.00
AT STA. 11701+22.0		0.000	0.00
		0.000	0.00
0120                          4043.00	32.32	131.000	4,233.92
REMOVE CULVERT PIPE	m	70.000	2,262.40
		71.800	2,320.57
		0.000	0.00
0121                          4044.00	1,616.00	1.000	1,616.00
PREPARATION OF STRUCTURE	EACH	1.000	1,616.00
AT STA. 134+65.47		1.000	1,616.00
		0.000	0.00
0122                          4044.01	3,636.00	1.000	3,636.00
PREPARATION OF STRUCTURE	EACH	1.000	3,636.00
AT STA. 145+91.64		1.000	3,636.00
		0.000	0.00
0123                          4044.02	454.50	1.000	454.50
PREPARATION OF STRUCTURE	EACH	1.000	454.50
AT STA. 152+73.88		1.000	454.50
		0.000	0.00
0124                          4044.03	909.00	1.000	909.00
PREPARATION OF STRUCTURE	EACH	1.000	909.00
AT STA. 154+20.22		1.000	909.00
		0.000	0.00
0125                          4044.04	1,616.00	1.000	1,616.00
PREPARATION OF STRUCTURE	EACH	1.000	1,616.00
AT STA. 154+72.34		0.000	0.00
		0.000	0.00
0126                          4044.05	3,636.00	1.000	3,636.00
PREPARATION OF STRUCTURE	EACH	1.000	3,636.00
AT STA. 170+33.18		1.000	3,636.00
		0.000	0.00
0127                          4044.06	1,262.50	1.000	1,262.50
PREPARATION OF STRUCTURE	EACH	1.000	1,262.50
AT STA. 174+92.60		1.000	1,262.50
		0.000	0.00
0128                          4044.07	454.50	1.000	454.50
PREPARATION OF STRUCTURE	EACH	1.000	454.50
AT STA. 176+62.94		1.000	454.50
		0.000	0.00
0129                          4044.08	1,010.00	1.000	1,010.00
PREPARATION OF STRUCTURE	EACH	1.000	1,010.00
AT STA. 221+57.31		1.000	1,010.00
		0.000	0.00
0130                          4044.09	1,010.00	1.000	1,010.00
PREPARATION OF STRUCTURE	EACH	1.000	1,010.00
AT STA. 231+09.59		0.000	0.00
		0.000	0.00
0131                          4044.10	631.25	1.000	631.25
PREPARATION OF STRUCTURE	EACH	1.000	631.25
AT STA. 233+37.95		1.000	631.25
		0.000	0.00
0132                          4044.11	631.25	1.000	631.25
PREPARATION OF STRUCTURE	EACH	1.000	631.25
AT STA. 247+02.75		1.000	631.25
		0.000	0.00
0133                          4044.12	1,262.50	1.000	1,262.50
PREPARATION OF STRUCTURE	EACH	1.000	1,262.50
AT STA. 250+58.69		1.000	1,262.50
		0.000	0.00
0134                          4045.00	7,070.00	1.000	7,070.00
REMOVE STRUCTURE	EACH	1.000	7,070.00
AT STA. 125+58.18 LT.		1.000	7,070.00
		0.000	0.00
0135                          4045.01	6,060.00	1.000	6,060.00
REMOVE STRUCTURE	EACH	1.000	6,060.00
AT STA. 131+20.00 LT.		1.000	6,060.00
		0.000	0.00
0136                          4045.02	3,838.00	1.000	3,838.00
REMOVE STRUCTURE	EACH	1.000	3,838.00
AT STA. 138+56.64 LT.		1.000	3,838.00
		0.000	0.00
0137                          4045.03	2,525.00	1.000	2,525.00
REMOVE STRUCTURE	EACH	1.000	2,525.00
AT STA. 141+24.80 LT.		1.000	2,525.00
		0.000	0.00
0138                          4045.04	1,818.00	1.000	1,818.00
REMOVE STRUCTURE	EACH	1.000	1,818.00
AT STA. 144+03.80		0.000	0.00
		0.000	0.00
0139                          4045.05	12,120.00	1.000	12,120.00
REMOVE STRUCTURE	EACH	1.000	12,120.00
AT STA. 154+72.34		1.000	12,120.00
		0.000	0.00
0140                          4045.06	5,656.00	1.000	5,656.00
REMOVE STRUCTURE	EACH	1.000	5,656.00
AT STA. 163+65.40		1.000	5,656.00
		0.000	0.00
0141                          4045.07	7,070.00	1.000	7,070.00
REMOVE STRUCTURE	EACH	1.000	7,070.00
AT STA. 168+27.40 LT.		1.000	7,070.00
		0.000	0.00
0142                          4045.08	2,525.00	1.000	2,525.00
REMOVE STRUCTURE	EACH	1.000	2,525.00
AT STA. 194+78.76		0.500	1,262.50
		0.000	0.00
0143                          4045.09	4,545.00	1.000	4,545.00
REMOVE STRUCTURE	EACH	1.000	4,545.00
AT STA. 196+75.68		1.000	4,545.00
		0.000	0.00
0144                          4045.10	1,818.00	1.000	1,818.00
REMOVE STRUCTURE	EACH	1.000	1,818.00
AT STA. 201+25.36 LT.		1.000	1,818.00
		0.000	0.00
0145                          4045.11	3,838.00	1.000	3,838.00
REMOVE STRUCTURE	EACH	1.000	3,838.00
AT STA. 205+28.98 LT.		0.000	0.00
		0.000	0.00
0146                          4045.12	8,736.50	1.000	8,736.50
REMOVE STRUCTURE	EACH	1.000	8,736.50
AT STA. 210+38.71 LT.		0.000	0.00
		0.000	0.00
0147                          4045.13	5,555.00	1.000	5,555.00
REMOVE STRUCTURE	EACH	1.000	5,555.00
AT STA. 215+71.59		1.000	5,555.00
		1.000	5,555.00
0148                          4045.14	17,170.00	1.000	17,170.00
REMOVE STRUCTURE	EACH	1.000	17,170.00
AT STA. 219+48.81 LT.		0.300	5,151.00
		0.000	0.00
0149                          4045.15	6,565.00	1.000	6,565.00
REMOVE STRUCTURE	EACH	1.000	6,565.00
AT STA. 227+61.00		0.000	0.00
		0.000	0.00
0150                          4045.16	3,030.00	1.000	3,030.00
REMOVE STRUCTURE	EACH	1.000	3,030.00
AT STA. 239+31.58 LT.		1.000	3,030.00
		0.000	0.00
0151                          4045.17	4,040.00	1.000	4,040.00
REMOVE STRUCTURE	EACH	1.000	4,040.00
AT STA. 242+05.25 LT.		1.000	4,040.00
		1.000	4,040.00
0152                          4045.18	1,868.50	1.000	1,868.50
REMOVE STRUCTURE	EACH	1.000	1,868.50
AT STA. 243+49.72 LT.		1.000	1,868.50
		0.000	0.00
0153                          4045.19	3,838.00	1.000	3,838.00
REMOVE STRUCTURE	EACH	1.000	3,838.00
AT STA. 244+65.81 LT.		0.357	1,370.17
		0.000	0.00
0154                          4045.20	1,010.00	1.000	1,010.00
REMOVE STRUCTURE	EACH	1.000	1,010.00
AT STA. 249+12.37 LT.		1.000	1,010.00
		0.000	0.00
0155                          4045.21	3,030.00	1.000	3,030.00
REMOVE STRUCTURE	EACH	1.000	3,030.00
AT STA. 11500+01.14		1.000	3,030.00
		0.000	0.00
0156                          4050.01	8.08	6,728.000	54,362.24
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	4,601.000	37,176.08
		3,381.146	27,319.66
		593.500	4,795.48
0157                          4051.01	12.12	13,147.000	159,341.64
EXCAVATION FOR BOX CULVERTS	m3	10,824.000	131,186.88
		10,528.506	127,605.50
		1,060.664	12,855.25
0158                          4054.60	1,727.10	20.000	34,542.00
TEMPORARY SHORING	m	0.000	0.00
		0.000	0.00
		0.000	0.00
0159                          4101.06	307.04	2,725.880	836,954.20
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	2,605.680	800,047.99
		2,466.077	757,184.27
		0.000	0.00
0160                          4105.59	757.50	4.600	3,484.50
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	4.600	3,484.50
		4.600	3,484.51
		0.000	0.00
0161                          4107.07	626.20	12.140	7,602.07
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	15.000	9,393.00
		12.300	7,702.25
		0.000	0.00
0162                          4151.00	1.21	170,362.000	206,138.02
REINFORCING STEEL FOR BOX CULVERT	kg	164,947.900	199,586.96
		151,552.198	183,378.16
		0.000	0.00
0163                          4155.50	2.22	170.000	377.40
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	170.000	377.40
		170.000	377.40
		0.000	0.00
0164                          4157.00	2.53	22.000	55.66
REINFORCING STEEL FOR COLLARS	kg	88.000	222.64
		133.000	336.49
		0.000	0.00
0165                          4310.15	151.50	10.000	1,515.00
375 mm FLARED-END SECTION	EACH	10.000	1,515.00
		6.000	909.00
		0.000	0.00
0166                          4310.24	202.00	20.000	4,040.00
600 mm FLARED-END SECTION	EACH	20.000	4,040.00
		20.000	4,040.00
		0.000	0.00
0167                          4310.30	292.90	9.000	2,636.10
750 mm FLARED-END SECTION	EACH	9.000	2,636.10
		8.000	2,343.20
		0.000	0.00
0168                          4310.36	353.50	8.000	2,828.00
900 mm FLARED-END SECTION	EACH	8.000	2,828.00
		6.000	2,121.00
		0.000	0.00
0169                          4310.42	626.20	3.000	1,878.60
1050 mm FLARED-END SECTION	EACH	3.000	1,878.60
		3.000	1,878.60
		0.000	0.00
0170                          4310.48	676.70	6.000	4,060.20
1200 mm FLARED-END SECTION	EACH	6.000	4,060.20
		6.000	4,060.20
		1.000	676.70
0171                          4310.72	1,212.00	2.000	2,424.00
1800 mm FLARED-END SECTION	EACH	2.000	2,424.00
		2.000	2,424.00
		0.000	0.00
0172                          4670.05	106.05	64.000	6,787.20
CULVERT SANDFILL	m3	64.000	6,787.20
		65.000	6,893.25
		0.000	0.00
0173                          4885.48	836.28	122.000	102,026.16
JACKING 1200 mm CULVERT PIPE, TYPE 2 CLASS V	m	61.000	51,013.08
		70.000	58,539.60
		0.000	0.00
0174                          6105.01	35.15	277.000	9,736.55
ROCK RIPRAP, TYPE A	Mg	277.000	9,736.55
		176.352	6,198.78
		0.000	0.00
0175                          6105.02	35.15	2,825.000	99,298.75
ROCK RIPRAP, TYPE B	Mg	2,825.000	99,298.75
		2,702.050	94,977.06
		0.000	0.00
0176                          6105.03	38.38	565.000	21,684.70
ROCK RIPRAP, TYPE C	Mg	565.000	21,684.70
		583.488	22,394.27
		0.000	0.00
402                           6990.01	2,600.85	0.000	0.00
MODIFY	LS	1.000	2,600.85
Box Culvert at Sta 134+65.47		1.000	2,600.85
		0.000	0.00
408                           4850.60	1,997.10	0.000	0.00
JACKING 1500 mm CULVERT PIPE, TYPE	m	61.000	121,823.10
Galvanized Steel (Supplied)		61.000	121,823.10
		0.000	0.00
409                           A970.00	3,175.20	0.000	0.00
ENGINEERING	EACH	1.000	3,175.20
for design of Temp Shoring		1.000	3,175.20
		0.000	0.00
410                           0025.10	33,740.96	0.000	0.00
VALUE ENGINEERING ADJUSTMENT	LS	1.000	33,740.96
		1.000	33,740.96
		0.000	0.00
416                           0096.00	-1,346.09	0.000	0.00
DEDUCTION	LS	1.000	-1,346.09
For drainage work by State forces		0.000	0.00
		0.000	0.00
428                           3900.20	1,328.25	0.000	0.00
ADDITIONAL COST	LS	1.000	1,328.25
mobilization and freight at 154+80		1.000	1,328.25
		0.000	0.00
429                           P120.60	672.00	0.000	0.00
1500 mm CULVERT PIPE, TYPE 2	m	9.750	6,552.00
		9.750	6,552.00
		0.000	0.00
434                           4300.84	577.50	0.000	0.00
2100 mm CULVERT PIPE	m	15.500	8,951.25
		14.920	8,616.30
		0.000	0.00
435                           4310.84	1,548.75	0.000	0.00
2100 mm FLARED END SECTION	EACH	2.000	3,097.50
		2.000	3,097.50
		0.000	0.00
440                           P120.48	-29.53	0.000	0.00
1200 mm CULVERT PIPE, TYPE 2	m	70.000	-2,067.10
sold to contractor		0.000	0.00
		0.000	0.00
601                           4051.12	30.70	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	m3	100.000	3,070.00
		771.156	23,674.49
		0.000	0.00
602                           4050.10	30.70	0.000	0.00
GRANULAR BACKFILL FOR PIPE AND PIPE-ARCH CULVERT	m3	100.000	3,070.00
		135.630	4,163.84
		0.000	0.00
GROUP 4 CULVERTS		Contracted	2,076,441.76
		Current	2,067,957.47
		In place	1,926,339.17
		This Estimate	38,093.13
GROUP 4A CONCRETE BOX CULVERT AT STA. 187+25.74
0177                          0030.40	50,000.00	1.000	50,000.00
MOBILIZATION	LS	1.000	50,000.00
		0.987	49,350.00
		0.000	0.00
0178                          4045.00	12,871.33	1.000	12,871.33
REMOVE STRUCTURE	EACH	1.000	12,871.33
AT STA. 187+22.55 LT.		1.000	12,871.33
		0.000	0.00
0179                          4051.01	9.97	1,909.000	19,032.73
EXCAVATION FOR BOX CULVERTS	m3	1,909.000	19,032.73
		2,076.374	20,701.45
		0.000	0.00
0180                          4101.06	254.13	1,269.550	322,630.74
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	1,269.550	322,630.74
		1,134.791	288,384.43
		0.000	0.00
0181                          4151.00	1.36	65,482.000	89,055.52
REINFORCING STEEL FOR BOX CULVERT	kg	65,482.000	89,055.52
		58,509.141	79,572.44
		0.000	0.00
604                           4051.12	25.41	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	m3	200.000	5,082.00
		271.874	6,908.31
		0.000	0.00
GROUP 4A CONCRETE BOX CULVERT AT STA. 187+25.74		Contracted	493,590.32
		Current	498,672.32
		In place	457,787.96
		This Estimate	0.00
GROUP 5 SEEDING
0182                          L001.01	1,696.80	61.500	104,353.20
SEEDING, TYPE A	ha	61.500	104,353.20
		25.507	43,280.28
		0.000	0.00
0183                          L001.02	999.90	23.500	23,497.65
SEEDING, TYPE B	ha	23.500	23,497.65
		4.289	4,288.58
		0.000	0.00
0184                          L010.00	6.06	184.000	1,115.04
SODDING	m2	184.000	1,115.04
		0.000	0.00
		0.000	0.00
0185                          L020.03	1.82	69,727.000	126,903.14
EROSION CONTROL, TYPE C	m2	69,727.000	126,903.14
		0.000	0.00
		0.000	0.00
0186                          L020.10	1.34	36,607.000	49,053.38
EROSION CONTROL, TYPE HV	m2	36,607.000	49,053.38
		0.000	0.00
		0.000	0.00
0187                          L032.75	70.70	383.000	27,078.10
MULCH	Mg	383.000	27,078.10
		133.245	9,420.43
		0.000	0.00
0188                          0030.50	1,000.00	1.000	1,000.00
MOBILIZATION	LS	1.000	1,000.00
		0.000	0.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	333,000.51
		Current	333,000.51
		In place	56,989.29
		This Estimate	0.00
GROUP 8B ELECTRICAL
0189                          A001.12	303.00	4.000	1,212.00
PULL BOX, TYPE PB-5	EACH	4.000	1,212.00
		0.000	0.00
		0.000	0.00
0190                          A009.14	1,641.25	8.000	13,130.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25	EACH	8.000	13,130.00
		0.000	0.00
		0.000	0.00
0191                          A020.10	909.00	1.000	909.00
LIGHTING CONTROL CENTER, TYPE D	EACH	1.000	909.00
		0.000	0.00
		0.000	0.00
0192                          A020.30	1,515.00	1.000	1,515.00
LIGHTING CONTROL CENTER, TYPE R	EACH	1.000	1,515.00
		0.000	0.00
		0.000	0.00
0193                          A070.10	6.06	170.000	1,030.20
38 mm CONDUIT IN TRENCH	m	170.000	1,030.20
		0.000	0.00
		0.000	0.00
0194                          A074.12	40.40	150.000	6,060.00
38 mm CONDUIT, JACKED	m	150.000	6,060.00
		0.000	0.00
		0.000	0.00
0195                          A080.22	1.01	320.000	323.20
STREET LIGHTING CABLE, NO. 6 BARE	m	320.000	323.20
		0.000	0.00
		0.000	0.00
0196                          A080.24	2.02	640.000	1,292.80
STREET LIGHTING CABLE, NO. 6 USE	m	640.000	1,292.80
		0.000	0.00
		0.000	0.00
0197                          0030.81	1,010.00	1.000	1,010.00
MOBILIZATION	LS	1.000	1,010.00
		0.000	0.00
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	26,482.20
		Current	26,482.20
		In place	0.00
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0198                          0001.08	0.50	96,565.000	48,282.50
BARRICADE, TYPE II	BDAY	96,565.000	48,282.50
		35,465.500	17,732.75
		1,277.500	638.75
0199                          0001.10	0.20	131,412.000	26,282.40
BARRICADE, TYPE III	BDAY	131,412.000	26,282.40
		13,029.000	2,605.80
		338.000	67.60
0200                          0001.30	0.30	4,527.000	1,358.10
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	4,527.000	1,358.10
		690.000	207.00
		0.000	0.00
0201                          0001.75	10.10	72.000	727.20
TEMPORARY SIGN DAY	EACH	72.000	727.20
		0.000	0.00
		0.000	0.00
0202                          0001.90	0.15	139,544.000	20,931.60
SIGN DAY	EACH	139,544.000	20,931.60
		26,634.000	3,995.10
		665.000	99.75
0203                          0002.97	10.10	1,195.000	12,069.50
FLASHING ARROW PANEL	DAY	1,195.000	12,069.50
		162.000	1,636.20
		7.000	70.70
0204                          0003.10	181.80	220.000	39,996.00
FLAGGING	DAY	220.000	39,996.00
		158.000	28,724.40
		0.000	0.00
0205                          0003.35	1,212.00	6.000	7,272.00
MOBILE TRAFFIC CONTROL OPERATION	DAY	6.000	7,272.00
		0.000	0.00
		0.000	0.00
0206                          0003.51	24.72	405.000	10,011.60
INSTALL CONCRETE PROTECTION BARRIER	m	405.000	10,011.60
		0.000	0.00
		0.000	0.00
0207                          0010.04	5,311.35	1.000	5,311.35
FIELD OFFICE	EACH	1.000	5,311.35
		0.000	0.00
		0.000	0.00
0208                          0030.00	20,000.00	1.000	20,000.00
MOBILIZATION	LS	1.000	20,000.00
		0.960	19,200.00
		0.000	0.00
403                           1020.10	50.56	0.000	0.00
DELINEATOR UNIT	EACH	50.000	2,528.00
installation, maintenance, and removal		133.000	6,724.48
		0.000	0.00
424                           0002.30	4.66	0.000	0.00
PAVEMENT MARKING REMOVAL	m	250.000	1,165.00
		852.800	3,974.05
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	192,242.25
		Current	195,935.25
		In place	84,799.78
		This Estimate	876.80
Totals for contract		Contracted	18,274,985.53
		Current	18,519,172.08
		In place	12,452,057.88
		This Estimate	90,356.21