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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0049 HAWKINS CONSTRUCTION COMPANY
Contract ID:	1801A
Estimate Number:	0021
Pay Period End Date:	06.15.2002

Contract Location:
WAHOO SOUTH	Estimate Type:	PROG
Contractor:
HAWKINS CONSTRUCTION COMPANY	Date Let:	06.07.2001
2512 DEER PARK BLVD	Date Awarded:	06.14.2001
PO BOX 9008 STA C	Date Contract Executed:	06.20.2001
	Date Notice to Proceed:	06.20.2001
OMAHA NE 68109	Date Work Began:	08.06.2001
Phone:	Date Physical Work Completed:
(402)342-1607	Date Accepted:
Escrow Agent:
Surety Co:
FIREMAN'S FUND INSURANCE COMPANY

Counties
SAUNDERS

Project Number		PCT			Fed State Project Number		Description
11801A 000		0.000			F-77-2(1037)		GR CULV SEED BR

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$7,290,436.23	$7,014,517.11	$275,919.12
$10,521,668.98	Stockpiled Materials	$195,237.91	$195,292.59	$-54.68
Original Contract Amt	Gross Earnings	$7,485,674.14	$7,209,809.70	$275,864.44
$10,598,858.45	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
69.29%	Net Earnings	$7,460,674.14	$7,184,809.70	$275,864.44
	Liquidated Damages	$.00	$.00	$.00
	Incentives	$.00	$.00	$.00
	Disincentives	$.00	$.00	$.00
	Other Contract Adj	$.00	$.00	$.00
	Appl of Training Adj	$.00	$.00	$.00
	Training Rates Adj	$.00	$.00	$.00
	Fuel Adj	$-7,586.88	$-6,866.14	$-720.74
	Bituminous Adj	$.00	$.00	$.00
	Autopay Adj	$.00	$.00	$.00
	Gasoline Adj	$.00	$.00	$.00
	Other Adj	$.00	$.00	$.00
	Price Adj	$.00	$.00	$.00
	Substandard Item Adj	$.00	$.00	$.00
	Asphalt Adj	$.00	$.00	$.00
	Diesel Fuel Adj	$.00	$.00	$.00
	Petrol Adj	$.00	$.00	$.00
	Total for Adjustments	-$7,586.88	-$6,866.14	-$720.74
	Payment	$7,453,087.26	$7,177,943.56	$275,143.70
Project Manager			Div. Head/Dist. Eng.
Sanburn, Bob	06.18.2002		Sklenar, Michael J	06.19.2002
Constr. Estimate Eng.			Materials Eng.
Henrichson, Roger	06.19.2002
Controller Div. Processed
Burling, Laurie	06.20.2002

		Detailed breakdown of stockpiled materials
Est Nbr:	0003
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0133	6310.00	STEEL SHEET PILING
		S.P. Initial Payment	18,971.41	007492
		Steel Sheet Piling
0151	6310.00	STEEL SHEET PILING
		S.P. Initial Payment	18,971.41	007492
		Steel Sheet Piling
0218	6310.00	STEEL SHEET PILING
		S.P. Initial Payment	19,132.42	007492
		Steel Sheet Piling
		Total for estimate 0003:	57,075.24
Est Nbr:	0004
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0133	6310.00	STEEL SHEET PILING
		S.P. Initial Payment	2,103.48	007492
		Steel Sheet Piling Freight
0151	6310.00	STEEL SHEET PILING
		S.P. Initial Payment	2,103.48	007492
		Steel Sheet Piling Freight
0212	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	9,470.38	13331 E
		Epoxy Re-steel, Group 6E
		S.P. Adjustment	-9,470.38	13331 E
		Epoxy Re-steel, Group 6E
		S.P. Initial Payment	9,854.14	13395 E
		Epoxy Re-steel, Group 6E
		S.P. Adjustment	-5,782.90	13395 E
		Epoxy Re-steel, Group 6E
0218	6310.00	STEEL SHEET PILING
		S.P. Initial Payment	2,043.34	007492
		Steel Sheet Piling Freight
4002	6005.35	PRECOMPRESSED POLYURETHANE FOAM JOINT
		S.P. Initial Payment	5,053.84	691726
		PPF Joint Filler Sta. 353+11.25
		Total for estimate 0004:	15,375.38
Est Nbr:	0005
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0212	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-4,071.24	13395 E
		Epoxy Re-steel, Group 6E
		S.P. Initial Payment	9,849.84	13485 E
		Epoxy Re-steel, Group 6E
		S.P. Adjustment	-8,969.59	13485 E
		Epoxy Re-steel, Group 6E
		S.P. Initial Payment	10,691.77	13007E
		Epoxy Re-steel, Group 6E
		S.P. Initial Payment	12,717.58	13568E
		Epoxy Re-steel, Group 6E
		Total for estimate 0005:	20,218.36
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0205	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Initial Payment	1,952.64	0051950
		Anchor Bolt Assemblies
0210	6095.00	STEEL DIAPHRAGM
		S.P. Initial Payment	10,200.40	106070
		Bent Plate Separators
0212	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-880.25	13485 E
		Epoxy Re-steel, Group 6E
		S.P. Adjustment	-10,691.77	13007E
		Epoxy Re-steel, Group 6E
		S.P. Adjustment	-12,717.58	13568E
		Epoxy Re-steel, Group 6E
		S.P. Initial Payment	8,001.15	13674 E
		Epoxy Re-steel, Group 6E
		S.P. Adjustment	-8,001.15	13674 E
		Epoxy Re-steel, Group 6E
		S.P. Initial Payment	8,092.17	13761 E
		Epoxy Re-steel, Group 6E
		S.P. Adjustment	-8,092.17	13761 E
		Epoxy Re-steel, Group 6E
		S.P. Initial Payment	10,276.03	13831 E
		Epoxy Re-steel, Group 6E
		S.P. Adjustment	-1,337.96	13831 E
		Epoxy Re-steel, Group 6E
		Total for estimate 0006:	-3,198.49
Est Nbr:	0007
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0212	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-8,938.07	13831 E
		Epoxy Re-steel, Group 6E
		S.P. Initial Payment	10,149.34	13935 E
		Epoxy Re-steel, Group 6E
		S.P. Adjustment	-10,149.34	13935 E
		Epoxy Re-steel, Group 6E
		S.P. Initial Payment	10,280.95	14033 E
		Epoxy Re-steel, Group 6E
		S.P. Adjustment	-5,917.99	14033 E
		Epoxy Re-steel, Group 6E
		S.P. Initial Payment	10,055.25	14114 E
		Epoxy Re-steel, Group 6E
		Total for estimate 0007:	5,480.14
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0212	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-3,737.97	14033 E
		Epoxy Re-steel, Group 6E
		Total for estimate 0008:	-3,737.97
Est Nbr:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0132	6210.50	PIPE PILING
		S.P. Initial Payment	26,374.93	58342 RI
		Pipe Pile
0150	6210.50	PIPE PILING
		S.P. Initial Payment	26,374.93	58342 RI
		Pipe Pile
0209	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Closure	0.00	52554
		fabric pads and sole plates
		S.P. Initial Payment	38,239.36	52554
		fabric pads, plates
0212	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-624.99	14033 E
		Epoxy Re-steel, Group 6E
		S.P. Adjustment	-3,260.07	14114 E
		Epoxy Re-steel, Group 6E
		S.P. Initial Payment	11,855.97	14208 E
		Epoxy Re-steel, Group 6E
0216	6210.50	PIPE PILING
		S.P. Initial Payment	50,374.40	58342 RI
		Pipe Pile
0217	6251.00	TEST PILE
		S.P. Initial Payment	1,972.36	58342 RI
		Pipe Pile
		Total for estimate 0009:	151,306.89
Est Nbr:	0010
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0212	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-6,795.18	14114 E
		Epoxy Re-steel, Group 6E
		S.P. Adjustment	-1,424.42	14208 E
		Epoxy Re-steel, Group 6E
		Total for estimate 0010:	-8,219.60
Est Nbr:	0011
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0128	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Initial Payment	5,688.00	20367
		Substructure steel
0146	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Initial Payment	5,688.00	20367
		Substructure steel
0204	6004.50	EXPANSION JOINT
		S.P. Initial Payment	69,940.33	106725
		Ex. Joint with drainage connect material
0209	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Initial Payment	1,200.00	20694
		PIER 6 STEEL PEDESTALS
0212	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-10,431.55	14208 E
		Epoxy Re-steel, Group 6E
0220	6415.00	DRAINAGE SYSTEM
		S.P. Initial Payment	8,341.29	106725
		Drainage system includes neoprene trough
		Total for estimate 0011:	80,426.07
Est Nbr:	0012
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0209	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Adjustment	-232.11	52554
		fabric pads, plates
		S.P. Adjustment	-402.00	20694
		PIER 6 STEEL PEDESTALS
0212	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	3,594.67	15236E
		Epoxy Re-steel, Group 6E
		S.P. Adjustment	-147.09	15236E
		Epoxy Re-steel, Group 6E
0217	6251.00	TEST PILE
		S.P. Adjustment	-986.18	58342 RI
		Pipe Pile
		Total for estimate 0012:	1,827.29
Est Nbr:	0013
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0209	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Adjustment	-56.21	52554
		fabric pads, plates
		S.P. Adjustment	-97.20	20694
		PIER 6 STEEL PEDESTALS
0212	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,059.71	15236E
		Epoxy Re-steel, Group 6E
0216	6210.50	PIPE PILING
		S.P. Adjustment	-26,468.52	58342 RI
		Pipe Pile
0218	6310.00	STEEL SHEET PILING
		S.P. Adjustment	-11,774.82	007492
		Steel Sheet Piling
		S.P. Adjustment	-1,257.55	007492
		Steel Sheet Piling Freight
		Total for estimate 0013:	-40,714.01
Est Nbr:	0014
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0212	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-2,387.87	15236E
		Epoxy Re-steel, Group 6E
		S.P. Initial Payment	10,935.31	15716E
		Epoxy Re-steel, Group 6E
		S.P. Adjustment	-3,472.70	15716E
		Epoxy Re-steel, Group 6E
		Total for estimate 0014:	5,074.74
Est Nbr:	0015
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0209	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Adjustment	-227.91	52554
		fabric pads, plates
		S.P. Adjustment	-394.80	20694
		PIER 6 STEEL PEDESTALS
0212	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-2,119.42	15716E
		Epoxy Re-steel, Group 6E
		Total for estimate 0015:	-2,742.13
Est Nbr:	0016
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0212	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-3,760.23	15716E
		Epoxy Re-steel, Group 6E
		Total for estimate 0016:	-3,760.23
Est Nbr:	0017
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0132	6210.50	PIPE PILING
		S.P. Adjustment	-12,687.18	58342 RI
		Pipe Pile
0150	6210.50	PIPE PILING
		S.P. Adjustment	-12,723.89	58342 RI
		Pipe Pile
0205	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Adjustment	-87.43	0051950
		Anchor Bolt Assemblies
0209	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Adjustment	-121.98	52554
		fabric pads, plates
		S.P. Closure	-306.00	20694
		PIER 6 STEEL PEDESTALS
0210	6095.00	STEEL DIAPHRAGM
		S.P. Adjustment	-10,200.40	106070
		Bent Plate Separators
0212	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,582.96	15716E
		Epoxy Re-steel, Group 6E
		S.P. Initial Payment	4,574.37	16374E
		Epoxy Re-steel, Group 6E
		S.P. Adjustment	-1,596.17	16374E
		Epoxy Re-steel, Group 6E
		Total for estimate 0017:	-34,731.64
Est Nbr:	0018
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0132	6210.50	PIPE PILING
		S.P. Adjustment	-12,819.27	58342 RI
		Pipe Pile
0133	6310.00	STEEL SHEET PILING
		S.P. Adjustment	-18,971.41	007492
		Steel Sheet Piling
		S.P. Adjustment	-2,103.48	007492
		Steel Sheet Piling Freight
0150	6210.50	PIPE PILING
		S.P. Adjustment	-12,999.59	58342 RI
		Pipe Pile
0151	6310.00	STEEL SHEET PILING
		S.P. Adjustment	-18,971.41	007492
		Steel Sheet Piling
		S.P. Adjustment	-2,103.48	007492
		Steel Sheet Piling Freight
		Total for estimate 0018:	-67,968.64
Est Nbr:	0019
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0132	6210.50	PIPE PILING
		S.P. Adjustment	-14.40	58342 RI
		Pipe Pile
0150	6210.50	PIPE PILING
		S.P. Adjustment	48.59	58342 RI
		Pipe Pile
0216	6210.50	PIPE PILING
		S.P. Adjustment	-23,905.88	58342 RI
		Pipe Pile
0217	6251.00	TEST PILE
		S.P. Adjustment	-986.18	58342 RI
		Pipe Pile
		Total for estimate 0019:	-24,857.87
Est Nbr:	0020
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0131	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	2,694.93	17388E
		abutment 1 & 2 epoxy steel
0149	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	2,694.93	17388E
		abutment 1 & 2 epoxy resteel
0212	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-2,978.20	16374E
		Epoxy Re-steel, Group 6E
		S.P. Initial Payment	7,507.30	17389E
		Epoxy Re-steel, Group 6E
		S.P. Adjustment	-7,507.30	17389E
		Epoxy Re-steel, Group 6E
		S.P. Initial Payment	13,237.26	17251E
		Epoxy Re-steel, Group 6E
		S.P. Adjustment	-13,237.26	17251E
		Epoxy Re-steel, Group 6E
		S.P. Initial Payment	13,244.02	17390E
		Epoxy Re-steel, Group 6E
		S.P. Adjustment	-13,244.02	17390E
		Epoxy Re-steel, Group 6E
		S.P. Initial Payment	12,363.96	17250E
		Epoxy Re-steel, Group 6E
		S.P. Adjustment	-9,475.55	17250E
		Epoxy Re-steel, Group 6E
		S.P. Initial Payment	13,078.59	17252E
		Epoxy Re-steel, Group 6E
		S.P. Initial Payment	13,125.94	17252E
		Epoxy Re-steel, Group 6E
		S.P. Initial Payment	13,522.00	17252E
		Epoxy Re-steel, Group 6E
		S.P. Initial Payment	11,555.85	17252E
		Epoxy Re-steel, Group 6E
0218	6310.00	STEEL SHEET PILING
		S.P. Adjustment	-7,357.60	007492
		Steel Sheet Piling
		S.P. Adjustment	-785.79	007492
		Steel Sheet Piling Freight
		Total for estimate 0020:	48,439.06
Est Nbr:	0021
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0209	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Adjustment	-54.68	52554
		fabric pads, plates
		Total for estimate 0021:	-54.68
		Total remaining for contract:	195,237.91

			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	78.08	156.500	12,219.52
COVER CROP SEEDING	ha	156.500	12,219.52
		33.350	2,603.97
		0.000	0.00
0002                          L020.01	5.37	10,304.000	55,332.48
EROSION CONTROL, TYPE A	m2	10,304.000	55,332.48
		4,609.170	24,751.24
		4,609.170	24,751.24
0003                          L020.08	5.37	7,733.000	41,526.21
EROSION CONTROL, TYPE AA	m2	7,733.000	41,526.21
		624.810	3,355.23
		624.810	3,355.23
0004                          L020.09	12.64	1,596.000	20,173.44
EROSION CONTROL, TYPE AAA	m2	1,596.000	20,173.44
		345.400	4,365.86
		345.400	4,365.86
0005                          L020.10	1.69	29,516.000	49,882.04
EROSION CONTROL, TYPE HV	m2	29,516.000	49,882.04
		5,767.650	9,747.33
		5,767.650	9,747.33
0006                          L021.01	13.70	310.000	4,247.00
EROSION CHECKS, TYPE A	BALE	310.000	4,247.00
		195.000	2,671.50
		195.000	2,671.50
0007                          L021.06	11.59	1,285.000	14,893.15
EROSION CHECKS, TYPE HV	BALE	1,285.000	14,893.15
		234.000	2,712.06
		234.000	2,712.06
0008                          L021.11	17.91	35.000	626.85
EROSION CHECKS, TYPE ST-A	BALE	35.000	626.85
		0.000	0.00
		0.000	0.00
0009                          L021.15	15.81	235.000	3,715.35
EROSION CHECKS, TYPE ST-HV	BALE	235.000	3,715.35
		0.000	0.00
		0.000	0.00
0010                          L021.21	13.70	245.000	3,356.50
EROSION CHECKS, TYPE AA	BALE	245.000	3,356.50
		35.000	479.50
		35.000	479.50
0011                          L022.11	6.91	7,965.000	55,038.15
FABRIC SILT FENCE-LOW POROSITY	m	7,965.000	55,038.15
		6,571.550	45,409.41
		336.000	2,321.76
0012                          L022.12	7.61	604.800	4,602.53
FABRIC SILT FENCE-HIGH POROSITY	m	604.800	4,602.53
		0.000	0.00
		0.000	0.00
0013                          P400.18	60.97	790.000	48,166.30
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	743.500	45,331.20
		137.500	8,383.38
		30.500	1,859.59
0014                          0030.10	60,557.00	1.000	60,557.00
MOBILIZATION	LS	1.000	60,557.00
		1.000	60,557.00
		0.000	0.00
0015                          1009.00	21,074.00	1.000	21,074.00
GENERAL CLEARING AND GRUBBING	LS	1.000	21,074.00
		0.450	9,483.30
		0.000	0.00
0016                          1010.00	1.25	1,004,123.000	1,255,153.75
EXCAVATION	m3	1,004,123.000	1,255,153.75
		444,354.940	555,443.68
		23,786.710	29,733.39
0017                          1010.01	2.11	5,474.000	11,550.14
EXCAVATION (ESTABLISHED QUANTITY)	m3	5,474.000	11,550.14
		0.000	0.00
		0.000	0.00
0018                          1011.00	0.68	19,977.000	13,584.36
WATER	kL	20,002.000	13,601.36
		184.500	125.46
		0.000	0.00
0019                          1012.00	60.85	302.000	18,376.70
RIGHT-OF-WAY MARKERS	EACH	302.000	18,376.70
		0.000	0.00
		0.000	0.00
0020                          1043.50	1.17	257.000	300.69
RIPRAP FILTER FABRIC	m2	257.000	300.69
		0.000	0.00
		0.000	0.00
0021                          1090.00	527.00	1.000	527.00
ABANDON WELLS	EACH	1.000	527.00
		0.000	0.00
		0.000	0.00
0022                          1102.00	3.16	220.000	695.20
REMOVE ASPHALT SURFACE	m2	220.000	695.20
		161.000	508.76
		0.000	0.00
0023                          1124.00	1,054.00	1.000	1,054.00
REMOVE BUILDING	EACH	1.000	1,054.00
AT STA. 259+43 LT.		0.000	0.00
		0.000	0.00
0024                          1125.00	1,054.00	1.000	1,054.00
CLEAR TRACT	EACH	1.000	1,054.00
AT STA. 259+15 TO STA. 259+50 LT.		0.000	0.00
		0.000	0.00
0025                          1701.24	43.15	264.500	11,413.18
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	264.500	11,413.18
		77.500	3,344.13
		0.000	0.00
0026                          1701.30	63.65	21.000	1,336.65
750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	21.000	1,336.65
		21.000	1,336.65
		0.000	0.00
0027                          1701.36	78.00	23.500	1,833.00
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	23.500	1,833.00
		23.500	1,833.00
		0.000	0.00
0028                          1703.54	132.86	22.500	2,989.35
1350 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4 OR 5	m	22.500	2,989.35
		0.000	0.00
		0.000	0.00
0029                          2001.03	11.98	1,946.000	23,313.08
GRAVEL SURFACE COURSE	Mg	1,946.000	23,313.08
		454.994	5,450.83
		0.000	0.00
0030                          2009.10	345.61	22.304	7,708.49
GRAVEL EMBEDMENT	StaM	22.304	7,708.49
		3.500	1,209.64
		0.000	0.00
0031                          2021.05	263.00	1.000	263.00
REMOVE AND RESET MAILBOX	EACH	1.000	263.00
POST		0.000	0.00
		0.000	0.00
0032                          3017.50	88.14	105.000	9,254.70
INTERLOCKING CONCRETE PAVER BLOCK	m2	105.000	9,254.70
		0.000	0.00
		0.000	0.00
0033                          3020.26	30.57	181.000	5,533.17
CONCRETE CLASS 47B-25 DRIVEWAY	m2	181.000	5,533.17
		0.000	0.00
		0.000	0.00
0034                          4105.59	624.14	21.600	13,481.42
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	21.700	13,543.84
		0.000	0.00
		0.000	0.00
0035                          4155.50	0.49	972.000	476.28
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	978.000	479.22
		0.000	0.00
		0.000	0.00
0036                          4310.18	225.61	31.000	6,993.91
450 mm FLARED-END SECTION	EACH	29.000	6,542.69
		6.000	1,353.66
		1.000	225.61
0037                          4763.75	1.95	7,857.000	15,321.15
WICK DRAIN	m	7,857.000	15,321.15
		7,195.682	14,031.58
		0.000	0.00
0038                          4764.35	11.28	277.000	3,124.56
100 mm PERFORATED PIPE UNDERDRAIN	m	277.000	3,124.56
		285.500	3,220.44
		0.000	0.00
0039                          6105.02	22.49	130.000	2,923.70
ROCK RIPRAP, TYPE B	Mg	130.000	2,923.70
		63.000	1,416.87
		0.000	0.00
0040                          8093.00	17.78	1,269.000	22,562.82
SAND BLANKET	m3	1,269.000	22,562.82
		1,269.000	22,562.82
		0.000	0.00
0041                          9110.01	63.22	150.000	9,483.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	150.000	9,483.00
		20.000	1,264.40
		0.000	0.00
0042                          9110.03	57.95	150.000	8,692.50
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	150.000	8,692.50
		0.000	0.00
		0.000	0.00
0043                          9110.07	47.42	150.000	7,113.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	150.000	7,113.00
		3.800	180.20
		0.000	0.00
4001                          4764.04	16.17	0.000	0.00
100 mm NONPERFORATED P.V.C. PIPE UNDERDRAIN	m	104.800	1,694.62
		110.900	1,793.25
		0.000	0.00
6006                          1010.46	2.50	0.000	0.00
REMOVAL OF UNSUITABLY WET SOIL	m3	612.250	1,530.63
		2,472.450	6,181.13
		0.000	0.00
GROUP 1 GRADING		Contracted	1,851,523.31
		Current	1,851,544.58
		In place	795,776.28
		This Estimate	82,223.07
GROUP 4 CULVERTS
0044                          P150.24	74.89	131.000	9,810.59
600 mm CULVERT PIPE, TYPE 5	m	131.000	9,810.59
		16.500	1,235.69
		0.000	0.00
0045                          P150.30	104.41	43.500	4,541.84
750 mm CULVERT PIPE, TYPE 5	m	43.500	4,541.84
		18.000	1,879.38
		0.000	0.00
0046                          P150.36	126.74	32.500	4,119.05
900 mm CULVERT PIPE, TYPE 5	m	32.500	4,119.05
		15.500	1,964.47
		0.000	0.00
0047                          P150.42	167.60	14.000	2,346.40
1050 mm CULVERT PIPE, TYPE 5	m	14.000	2,346.40
		14.000	2,346.40
		0.000	0.00
0048                          P200.42	179.31	263.500	47,248.19
1050 mm CULVERT PIPE, TYPE 2 OR 5	m	263.500	47,248.19
		259.000	46,441.30
		0.000	0.00
0049                          P200.48	211.89	327.500	69,393.97
1200 mm CULVERT PIPE, TYPE 2 OR 5	m	327.500	69,393.97
		308.000	65,262.13
		0.000	0.00
0050                          P200.54	246.38	54.000	13,304.52
1350 mm CULVERT PIPE, TYPE 2 OR 5	m	54.000	13,304.52
		52.500	12,934.95
		0.000	0.00
0051                          P200.60	299.04	96.000	28,707.84
1500 mm CULVERT PIPE, TYPE 2 OR 5	m	96.000	28,707.84
		96.000	28,707.84
		0.000	0.00
0052                          P200.66	321.50	76.500	24,594.75
1650 mm CULVERT PIPE, TYPE 2 OR 5	m	76.500	24,594.75
		75.500	24,273.25
		0.000	0.00
0053                          P400.18	237.00	10.000	2,370.00
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	10.000	2,370.00
		8.000	1,896.00
		0.000	0.00
0054                          P400.24	74.93	144.500	10,827.39
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	165.000	12,363.45
		85.500	6,406.51
		14.500	1,086.49
0055                          P400.30	101.60	247.500	25,146.00
750 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	247.500	25,146.00
		216.500	21,996.40
		25.000	2,540.00
0056                          P400.36	123.19	170.000	20,942.30
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	170.000	20,942.30
		187.400	23,085.80
		63.900	7,871.84
0057                          0030.40	40,542.00	1.000	40,542.00
MOBILIZATION	LS	1.000	40,542.00
		1.000	40,542.00
		0.000	0.00
0058                          1043.50	1.15	3,568.000	4,103.20
RIPRAP FILTER FABRIC	m2	2,601.000	2,991.15
		2,423.890	2,787.47
		35.400	40.71
0059                          4040.00	645.00	2.000	1,290.00
REMOVE HEADWALLS FROM CULVERTS	EACH	2.000	1,290.00
		2.000	1,290.00
		0.000	0.00
0060                          4045.00	2,467.00	1.000	2,467.00
REMOVE STRUCTURE	EACH	1.000	2,467.00
AT STA. 3009+85		1.000	2,467.00
		0.000	0.00
0061                          4050.01	3.37	2,877.000	9,695.49
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	2,878.000	9,698.86
		1,951.000	6,574.87
		375.000	1,263.75
0062                          4051.01	9.90	1,076.000	10,652.40
EXCAVATION FOR BOX CULVERTS	m3	1,076.000	10,652.40
		1,322.667	13,094.41
		0.000	0.00
0063                          4100.06	420.20	29.600	12,437.92
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL	m3	29.600	12,437.92
		29.200	12,269.84
		1.200	504.24
0064                          4101.06	285.55	1,011.120	288,725.32
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	1,011.120	288,725.32
		1,006.741	287,474.89
		0.000	0.00
0065                          4150.00	0.49	1,592.000	780.08
REINFORCING STEEL FOR HEADWALL	kg	1,592.000	780.08
		1,456.000	713.44
		43.000	21.07
0066                          4151.00	1.21	62,665.000	75,824.65
REINFORCING STEEL FOR BOX CULVERT	kg	62,665.000	75,824.65
		62,666.198	75,826.10
		0.000	0.00
0067                          4310.24	148.42	17.000	2,523.14
600 mm FLARED-END SECTION	EACH	19.000	2,819.98
		6.000	890.52
		2.000	296.84
0068                          4310.30	220.00	7.000	1,540.00
750 mm FLARED-END SECTION	EACH	7.000	1,540.00
		5.000	1,100.00
		1.000	220.00
0069                          4310.36	296.00	10.000	2,960.00
900 mm FLARED-END SECTION	EACH	10.000	2,960.00
		10.000	2,960.00
		3.000	888.00
0070                          4310.42	563.00	6.000	3,378.00
1050 mm FLARED-END SECTION	EACH	6.000	3,378.00
		6.000	3,378.00
		0.000	0.00
0071                          4310.48	598.00	5.000	2,990.00
1200 mm FLARED-END SECTION	EACH	5.000	2,990.00
		2.000	1,196.00
		0.000	0.00
0072                          4310.54	683.00	1.000	683.00
1350 mm FLARED-END SECTION	EACH	1.000	683.00
		1.000	683.00
		0.000	0.00
0073                          4310.60	750.00	1.000	750.00
1500 mm FLARED-END SECTION	EACH	1.000	750.00
		2.000	1,500.00
		0.000	0.00
0074                          4310.66	828.00	1.000	828.00
1650 mm FLARED-END SECTION	EACH	1.000	828.00
		1.000	828.00
		0.000	0.00
0075                          6105.02	22.54	1,774.000	39,985.96
ROCK RIPRAP, TYPE B	Mg	1,491.000	33,607.14
		1,577.170	35,549.41
		18.090	407.75
6001                          4051.12	28.555	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	m3	117.557	3,356.84
		124.677	3,560.15
		0.000	0.00
GROUP 4 CULVERTS		Contracted	765,508.99
		Current	763,211.23
		In place	733,115.22
		This Estimate	15,140.69
GROUP 5 SEEDING
0076                          L001.01	1,635.38	52.500	85,857.45
SEEDING, TYPE A	ha	52.500	85,857.45
		0.000	0.00
		0.000	0.00
0077                          L032.75	73.76	236.000	17,407.36
MULCH	Mg	236.000	17,407.36
		0.000	0.00
		0.000	0.00
0078                          0030.50	1.00	1.000	1.00
MOBILIZATION	LS	1.000	1.00
		0.000	0.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	103,265.81
		Current	103,265.81
		In place	0.00
		This Estimate	0.00
GROUP 6B BRIDGE AT STA. 256+84.439 LT.
0117                          0030.60	27,611.00	1.000	27,611.00
MOBILIZATION	LS	1.000	27,611.00
		0.994	27,445.33
		0.000	0.00
0118                          1010.01	5.07	215.000	1,090.05
EXCAVATION (ESTABLISHED QUANTITY)	m3	215.000	1,090.05
		0.000	0.00
		0.000	0.00
0119                          1043.50	1.15	500.000	575.00
RIPRAP FILTER FABRIC	m2	500.000	575.00
		460.384	529.45
		0.000	0.00
0120                          3050.15	229.73	125.400	28,808.14
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	125.400	28,808.14
		0.000	0.00
		0.000	0.00
0121                          3051.10	1.21	6,705.000	8,113.05
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	6,705.000	8,113.05
		0.000	0.00
		0.000	0.00
0122                          6000.10	2,739.00	1.000	2,739.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,739.00
		0.000	0.00
		0.000	0.00
0123                          6000.11	2,739.00	1.000	2,739.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,739.00
		0.000	0.00
		0.000	0.00
0124                          6005.35	133.57	25.680	3,430.08
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	25.680	3,430.08
		0.000	0.00
		0.000	0.00
0125                          6010.22	286.56	51.800	14,843.81
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	51.800	14,843.81
		0.000	0.00
		0.000	0.00
0126                          6010.26	320.52	76.400	24,487.73
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	76.400	24,487.73
		0.000	0.00
		0.000	0.00
0127                          6011.11	39,352.00	1.000	39,352.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	39,352.00
AT STA. 256+84.439 LT.		1.000	39,352.00
		0.000	0.00
0128                          6080.00	4.12	2,370.000	9,764.40
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	2,370.000	9,764.40
		0.000	0.00
		0.000	0.00
0129                          6105.01	29.07	27.000	784.89
ROCK RIPRAP, TYPE A	Mg	27.000	784.89
		0.000	0.00
		0.000	0.00
0130                          6105.03	26.08	665.000	17,343.20
ROCK RIPRAP, TYPE C	Mg	665.000	17,343.20
		383.710	10,007.16
		0.000	0.00
0131                          6131.50	1.21	10,540.000	12,753.40
EPOXY COATED REINFORCING STEEL	kg	10,540.000	12,753.40
		0.000	0.00
		0.000	0.00
0132                          6210.50	58.59	732.800	42,934.75
PIPE PILING	m	732.800	42,934.75
		709.070	41,544.42
		0.000	0.00
0133                          6310.00	92.56	351.700	32,553.35
STEEL SHEET PILING	m2	351.700	32,553.35
		352.044	32,585.19
		0.000	0.00
0134                          8091.00	18.97	240.000	4,552.80
GRANULAR BACKFILL	m3	240.000	4,552.80
		0.000	0.00
		0.000	0.00
6007                          6210.60	35.154	0.000	0.00
PAY CUT-OFF FOR PIPE PILE	m	13.510	474.93
		23.730	834.20
		0.000	0.00
GROUP 6B BRIDGE AT STA. 256+84.439 LT.		Contracted	274,475.65
		Current	274,950.58
		In place	152,297.75
		This Estimate	0.00
GROUP 6C BRIDGE AT STA. 256+84.439 RT.
0135                          0030.60	27,450.00	1.000	27,450.00
MOBILIZATION	LS	1.000	27,450.00
		0.985	27,038.25
		0.000	0.00
0136                          1010.01	5.07	215.000	1,090.05
EXCAVATION (ESTABLISHED QUANTITY)	m3	215.000	1,090.05
		0.000	0.00
		0.000	0.00
0137                          1043.50	1.15	425.000	488.75
RIPRAP FILTER FABRIC	m2	425.000	488.75
		335.334	385.63
		0.000	0.00
0138                          3050.15	229.18	125.400	28,739.17
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	125.400	28,739.17
		0.000	0.00
		0.000	0.00
0139                          3051.10	1.21	6,705.000	8,113.05
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	6,705.000	8,113.05
		0.000	0.00
		0.000	0.00
0140                          6000.10	2,739.00	1.000	2,739.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,739.00
		0.000	0.00
		0.000	0.00
0141                          6000.11	2,739.00	1.000	2,739.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,739.00
		0.000	0.00
		0.000	0.00
0142                          6005.35	133.57	25.680	3,430.08
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	25.680	3,430.08
		0.000	0.00
		0.000	0.00
0143                          6010.22	286.56	51.800	14,843.81
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	51.800	14,843.81
		0.000	0.00
		0.000	0.00
0144                          6010.26	320.39	76.400	24,477.80
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	76.400	24,477.80
		0.000	0.00
		0.000	0.00
0145                          6011.11	39,352.00	1.000	39,352.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	39,352.00
AT STA. 256+84.439 RT.		1.000	39,352.00
		0.000	0.00
0146                          6080.00	4.12	2,370.000	9,764.40
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	2,370.000	9,764.40
		0.000	0.00
		0.000	0.00
0147                          6105.01	29.07	27.000	784.89
ROCK RIPRAP, TYPE A	Mg	27.000	784.89
		0.000	0.00
		0.000	0.00
0148                          6105.03	26.07	570.000	14,859.90
ROCK RIPRAP, TYPE C	Mg	570.000	14,859.90
		359.210	9,364.60
		0.000	0.00
0149                          6131.50	1.21	10,540.000	12,753.40
EPOXY COATED REINFORCING STEEL	kg	10,540.000	12,753.40
		0.000	0.00
		0.000	0.00
0150                          6210.50	58.51	732.800	42,876.13
PIPE PILING	m	732.800	42,876.13
		713.350	41,738.11
		0.000	0.00
0151                          6310.00	88.98	351.700	31,294.27
STEEL SHEET PILING	m2	351.700	31,294.27
		352.044	31,324.88
		0.000	0.00
0152                          8091.00	18.97	240.000	4,552.80
GRANULAR BACKFILL	m3	240.000	4,552.80
		0.000	0.00
		0.000	0.00
6008                          6210.60	35.106	0.000	0.00
PAY CUT-OFF FOR PIPE PILE	m	14.320	502.72
		19.450	682.81
		0.000	0.00
GROUP 6C BRIDGE AT STA. 256+84.439 RT.		Contracted	270,348.49
		Current	270,851.21
		In place	149,886.28
		This Estimate	0.00
GROUP 6E BRIDGE AT STA. 353+11.25
0187                          0030.60	715,666.00	1.000	715,666.00
MOBILIZATION	LS	1.000	715,666.00
		1.000	715,666.00
		0.000	0.00
0188                          1043.50	1.15	54.000	62.10
RIPRAP FILTER FABRIC	m2	54.000	62.10
		0.000	0.00
		0.000	0.00
0189                          3050.15	203.06	290.400	58,968.62
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	297.600	60,430.66
		0.000	0.00
		0.000	0.00
0190                          3051.10	1.19	23,351.000	27,787.69
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	23,828.000	28,355.32
		0.000	0.00
		0.000	0.00
0191                          6000.10	2,882.00	1.000	2,882.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,882.00
		0.000	0.00
		0.000	0.00
0192                          6000.11	2,882.00	1.000	2,882.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,882.00
		0.000	0.00
		0.000	0.00
0193                          6000.20	42,283.00	1.000	42,283.00
PIER NO.1 EXCAVATION	LS	0.000	0.00
		0.000	0.00
		0.000	0.00
0194                          6000.21	50,578.00	1.000	50,578.00
PIER NO.2 EXCAVATION	LS	0.000	0.00
		0.000	0.00
		0.000	0.00
0195                          6000.22	49,441.00	1.000	49,441.00
PIER NO.3 EXCAVATION	LS	0.000	0.00
		0.000	0.00
		0.000	0.00
0196                          6000.23	38,009.00	1.000	38,009.00
PIER NO.4 EXCAVATION	LS	0.000	0.00
		0.000	0.00
		0.000	0.00
0197                          6000.24	37,831.00	1.000	37,831.00
PIER NO.5 EXCAVATION	LS	0.000	0.00
		0.000	0.00
		0.000	0.00
0198                          6000.25	40,361.00	1.000	40,361.00
PIER NO.6 EXCAVATION	LS	0.000	0.00
		0.000	0.00
		0.000	0.00
0199                          6000.26	35,685.00	1.000	35,685.00
PIER NO.7 EXCAVATION	LS	0.000	0.00
		0.000	0.00
		0.000	0.00
0200                          6000.27	26,376.00	1.000	26,376.00
PIER NO.8 EXCAVATION	LS	0.000	0.00
		0.000	0.00
		0.000	0.00
0201                          6000.28	49,078.00	1.000	49,078.00
PIER NO.9 EXCAVATION	LS	0.000	0.00
		0.000	0.00
		0.000	0.00
0202                          6000.29	47,739.00	1.000	47,739.00
PIER NO.10 EXCAVATION	LS	0.000	0.00
		0.000	0.00
		0.000	0.00
0203                          6000.30	43,631.00	1.000	43,631.00
PIER NO.11 EXCAVATION	LS	0.000	0.00
		0.000	0.00
		0.000	0.00
0204                          6004.50	3,065.12	26.600	81,532.19
EXPANSION JOINT	m	26.600	81,532.19
		0.000	0.00
		0.000	0.00
0205                          6005.78	1,021.99	160.000	163,518.40
EXPANSION BEARING, TFE TYPE	EACH	32.000	32,703.68
		24.000	24,527.76
		0.000	0.00
0206                          6005.83	784.00	32.000	25,088.00
FIXED BEARING	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00
0207                          6010.22	272.38	2,200.600	599,399.43
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	0.000	0.00
		0.000	0.00
		0.000	0.00
0208                          6010.26	284.70	4,049.200	1,152,807.24
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	4,178.900	1,189,732.83
		606.160	172,573.75
		0.000	0.00
0209                          6011.11	2,108,775.00	1.000	2,108,775.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	2,108,775.00
AT STA. 353+11.25		1.000	2,108,775.00
		0.079	166,593.21
0210                          6095.00	1,250.89	14.000	17,512.46
STEEL DIAPHRAGM	EACH	14.000	17,512.46
		14.000	17,512.46
		0.000	0.00
0211                          6105.03	24.89	968.000	24,093.52
ROCK RIPRAP, TYPE C	Mg	968.000	24,093.52
		351.620	8,751.82
		0.000	0.00
0212                          6131.50	1.19	776,700.000	924,273.00
EPOXY COATED REINFORCING STEEL	kg	719,256.000	855,914.64
		300,467.704	357,556.58
		0.000	0.00
0213                          6139.50	18.34	146.600	2,688.64
SUBSURFACE DRAINAGE MATTING	m2	146.600	2,688.64
		146.300	2,683.14
		0.000	0.00
0214                          6200.00	64.26	9,794.800	629,413.85
CONCRETE PILING	m	0.000	0.00
		0.000	0.00
		0.000	0.00
0215                          6210.12	54.13	46.000	2,489.98
HP 250 mm X 62 kg STEEL PILING	m	46.000	2,489.98
		46.000	2,489.98
		0.000	0.00
0216                          6210.50	72.48	1,402.000	101,616.96
PIPE PILING	m	1,402.000	101,616.96
		1,489.900	107,987.95
		0.000	0.00
0217                          6251.00	1,281.29	13.000	16,656.77
TEST PILE	EACH	2.000	2,562.58
		2.000	2,562.58
		0.000	0.00
0218                          6310.00	83.92	346.900	29,111.85
STEEL SHEET PILING	m2	346.900	29,111.85
		346.900	29,111.84
		0.000	0.00
0219                          6404.16	123.49	33.600	4,149.26
1.8 m PEDESTRIAN RAILING (CHAIN LINK TYPE)	m	33.600	4,149.26
		0.000	0.00
		0.000	0.00
0220                          6415.00	16,254.00	1.000	16,254.00
DRAINAGE SYSTEM	EACH	1.000	16,254.00
AT STA. 353+13		0.000	0.00
		0.000	0.00
0221                          6600.02	25.29	201.600	5,098.46
50 mm CONDUIT IN BRIDGE	m	201.600	5,098.46
		0.000	0.00
		0.000	0.00
0222                          8091.00	19.85	467.000	9,269.95
GRANULAR BACKFILL	m3	467.000	9,269.95
		233.500	4,634.98
		0.000	0.00
4002                          6005.35	137.00	0.000	0.00
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	53.200	7,288.40
		0.000	0.00
		0.000	0.00
4003                          6251.06	53,700.00	0.000	0.00
BEARING LOAD TEST	EACH	1.000	53,700.00
		1.000	53,700.00
		0.000	0.00
4004                          A900.10	461.25	0.000	0.00
ADDITIONAL WORK	EACH	9.000	4,151.25
Monitoring of Drilled Shaft		6.000	2,767.50
		0.000	0.00
4005                          6310.01	117.53	0.000	0.00
STEEL SHEET PILING	m2	723.530	85,036.48
Curtain Wall Sheet Pile		671.904	78,968.88
		0.000	0.00
4006                          6010.26	313.60	0.000	0.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	1,078.060	338,079.62
Substructure		1,078.060	338,079.62
		35.914	11,262.63
4007                          6255.00	1,243.91	0.000	0.00
DRILLED CAISSON	m	911.960	1,134,396.16
1675mm		944.061	1,174,326.92
		0.000	0.00
4008                          0025.10	188,969.60	0.000	0.00
VALUE ENGINEERING ADJUSTMENT	LS	1.000	188,969.60
Drilled Shaft Proposal		1.000	188,969.60
		0.000	0.00
6002                          6210.61	144.96	0.000	0.00
PILE SPLICE	EACH	2.000	289.92
Pipe Piling		2.000	289.92
		0.000	0.00
6003                          6210.50	72.48	0.000	0.00
PIPE PILING	m	6.000	434.88
Additional length to reach design bearing capacity.		0.520	37.69
		0.000	0.00
6004                          6960.03	750.00	0.000	0.00
ADDITIONAL SOIL-SETUP FACTOR	EACH	1.000	750.00
Abutment No. 2		1.000	750.00
		0.000	0.00
6005                          6210.60	43.49	0.000	0.00
PAY CUT-OFF FOR PIPE PILE	m	5.480	238.33
		5.480	238.33
		0.000	0.00
GROUP 6E BRIDGE AT STA. 353+11.25		Contracted	7,183,009.38
		Current	7,107,118.72
		In place	5,392,962.30
		This Estimate	177,855.84
GROUP 10 GENERAL ITEMS
0223                          0001.08	0.50	300.000	150.00
BARRICADE, TYPE II	BDAY	300.000	150.00
		0.000	0.00
		0.000	0.00
0224                          0001.10	0.79	31,046.000	24,526.34
BARRICADE, TYPE III	BDAY	31,046.000	24,526.34
		2,276.000	1,798.04
		546.000	431.34
0225                          0001.30	1.05	4,350.000	4,567.50
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	4,350.000	4,567.50
		0.000	0.00
		0.000	0.00
0226                          0001.75	5.27	80.000	421.60
TEMPORARY SIGN DAY	EACH	80.000	421.60
		0.000	0.00
		0.000	0.00
0227                          0001.90	0.53	22,346.000	11,843.38
SIGN DAY	EACH	22,346.000	11,843.38
		5,492.000	2,910.76
		506.000	268.18
0228                          0003.10	210.65	40.000	8,426.00
FLAGGING	DAY	40.000	8,426.00
		0.000	0.00
		0.000	0.00
0229                          0010.04	3,035.00	1.000	3,035.00
FIELD OFFICE	EACH	1.000	3,035.00
		1.000	3,035.00
		0.000	0.00
0230                          0030.00	1.00	1.000	1.00
MOBILIZATION	LS	1.000	1.00
		1.000	1.00
		0.000	0.00
0231                          1017.00	97,756.00	1.000	97,756.00
CONSTRUCTION STAKING AND SURVEYING	LS	1.000	97,756.00
		0.600	58,653.60
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	150,726.82
		Current	150,726.82
		In place	66,398.40
		This Estimate	699.52
Totals for contract		Contracted	10,598,858.45
		Current	10,521,668.95
		In place	7,290,436.23
		This Estimate	275,919.12