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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0049 HAWKINS CONSTRUCTION COMPANY
Contract ID:	1206X
Estimate Number:	0006
Pay Period End Date:	08.02.2003

Contract Location:
SEWARD EAST	Estimate Type:	PROG
Contractor:
HAWKINS CONSTRUCTION COMPANY	Date Let:	10.10.2002
2512 DEER PARK BLVD	Date Awarded:	10.21.2002
PO BOX 9008 STA C	Date Contract Executed:	10.28.2002
	Date Notice to Proceed:	10.28.2002
OMAHA NE 68109	Date Work Began:
Phone:	Date Physical Work Completed:
(402)342-1607	Date Accepted:
Escrow Agent:
Surety Co:
ST. PAUL FIRE & MARINE INSURANCE COMPANY

Counties
SEWARD

Project Number		PCT			Fed State Project Number		Description
12206 000		0.000			EACSTPD-34-6(129)		GR CONC PAVE CULV SEED BR GDRL BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$866,490.51	$599,282.15	$267,208.36
$1,697,633.04	Stockpiled Materials	$21,666.22	$38,180.82	$-16,514.60
Original Contract Amt	Gross Earnings	$888,156.73	$637,462.97	$250,693.76
$1,605,852.33	Retainage	$-8,664.91	$-5,992.82	$-2,672.09
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
51.04%	Net Earnings	$879,491.82	$631,470.15	$248,021.67
	Liquidated Damages	$.00	$.00	$.00
	Incentives	$.00	$.00	$.00
	Disincentives	$.00	$.00	$.00
	Other Contract Adj	$.00	$.00	$.00
	Appl of Training Adj	$.00	$.00	$.00
	Training Rates Adj	$.00	$.00	$.00
	Fuel Adj	$.00	$.00	$.00
	Bituminous Adj	$.00	$.00	$.00
	Autopay Adj	$.00	$.00	$.00
	Gasoline Adj	$.00	$.00	$.00
	Other Adj	$.00	$.00	$.00
	Price Adj	$.00	$.00	$.00
	Substandard Item Adj	$.00	$.00	$.00
	Asphalt Adj	$.00	$.00	$.00
	Diesel Fuel Adj	$.00	$.00	$.00
	Petrol Adj	$.00	$.00	$.00
	Total for Adjustments	$.00	$.00	$.00
	Payment	$879,491.82	$631,470.15	$248,021.67
Project Manager			Div. Head/Dist. Eng.
England, Jim	08.04.2003		Sklenar, Michael J	08.05.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	08.05.2003
Controller Div. Processed
Burling, Laurie	08.05.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0001
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0064	6210.50	PIPE PILING
		S.P. Initial Payment	35,915.79	79268
		Pipe Piling
		Total for estimate 0001:	35,915.79
Est Nbr:	0002
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0065	6310.00	STEEL SHEET PILING
		S.P. Initial Payment	21,678.97	56-50100
		STEEL SHEET PILING
		S.P. Initial Payment	18,224.19	56-50100-2
		STEEL SHEET PILING
		Total for estimate 0002:	39,903.16
Est Nbr:	0003
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0082	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	11,135.17	3423
		EXPOXY COATED RE-STEEL
		Total for estimate 0003:	11,135.17
Est Nbr:	0004
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0059	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Initial Payment	1,900.00	21583
		Substructural Steel
		S.P. Adjustment	-950.00	21583
		Substructural Steel
0064	6210.50	PIPE PILING
		S.P. Adjustment	-7,731.76	79268
		Pipe Piling
0082	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,406.85	3423
		EXPOXY COATED RE-STEEL
		Total for estimate 0004:	-8,188.61
Est Nbr:	0005
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0059	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Adjustment	-950.00	21583
		Substructural Steel
0064	6210.50	PIPE PILING
		S.P. Adjustment	-19,564.36	79268
		Pipe Piling
0065	6310.00	STEEL SHEET PILING
		S.P. Adjustment	-10,903.85	56-50100
		STEEL SHEET PILING
		S.P. Adjustment	-9,166.48	56-50100-2
		STEEL SHEET PILING
		Total for estimate 0005:	-40,584.69
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0041	4151.00	REINFORCING STEEL FOR BOX CULVERT
		S.P. Initial Payment	7,713.45	3635
		RE-STEEL FOR BOX CULVERT
		S.P. Adjustment	-3,755.31	3635
		RE-STEEL FOR BOX CULVERT
0062	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	11,451.83	3676
		EPOXY RE-STEEL
		S.P. Adjustment	-1,312.08	3676
		EPOXY RE-STEEL
0064	6210.50	PIPE PILING
		S.P. Adjustment	-8,619.67	79268
		Pipe Piling
0065	6310.00	STEEL SHEET PILING
		S.P. Adjustment	-10,775.12	56-50100
		STEEL SHEET PILING
		S.P. Adjustment	-9,057.71	56-50100-2
		STEEL SHEET PILING
0082	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-2,159.99	3423
		EXPOXY COATED RE-STEEL
		Total for estimate 0006:	-16,514.60
		Total remaining for contract:	21,666.22

			1. Contracted
			2. Current
			3. To date
Item Nbr        Item Code	Unit Price		4. This Est
Item Description	Units	Qty	Amount
GROUP 1 GRADING
0001                          L020.00	1.76	3,956.000	6,962.56
EROSION CONTROL	m2	3,956.000	6,962.56
		0.000	0.00
		0.000	0.00
0002                          L020.01	6.77	79.000	534.83
EROSION CONTROL, TYPE A	m2	79.000	534.83
		0.000	0.00
		0.000	0.00
0003                          L022.25	11.77	993.000	11,687.61
FABRIC SILT FENCE, TYPE COIR FIBER	m	993.000	11,687.61
		270.000	3,177.90
		270.000	3,177.90
0004                          0030.10	4,565.00	1.000	4,565.00
MOBILIZATION	LS	1.000	4,565.00
		1.000	4,565.00
		0.000	0.00
0005                          1009.00	16,919.00	1.000	16,919.00
GENERAL CLEARING AND GRUBBING	LS	1.000	16,919.00
		1.000	16,919.00
		0.000	0.00
0006                          1011.00	25.88	593.000	15,346.84
WATER	kL	593.000	15,346.84
		0.000	0.00
		0.000	0.00
0007                          1012.00	76.48	28.000	2,141.44
RIGHT-OF-WAY MARKERS	EACH	28.000	2,141.44
		24.000	1,835.52
		0.000	0.00
0008                          1030.00	5.09	11,845.000	60,291.05
EARTHWORK MEASURED IN EMBANKMENT	m3	11,845.000	60,291.05
		2,520.000	12,826.80
		2,520.000	12,826.80
0009                          1101.00	4.38	5,493.000	24,059.34
REMOVE PAVEMENT	m2	5,493.000	24,059.34
		5,200.000	22,776.00
		0.000	0.00
0010                          1102.00	3.55	714.300	2,535.77
REMOVE ASPHALT SURFACE	m2	714.300	2,535.77
		650.880	2,310.62
		0.000	0.00
0011                          1106.00	3.80	196.000	744.80
REMOVE DRIVEWAY	m2	196.000	744.80
		106.000	402.80
		0.000	0.00
0012                          1701.24	68.04	11.500	782.46
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	11.500	782.46
		0.000	0.00
		0.000	0.00
0013                          7017.00	7.06	330.500	2,333.33
REMOVE GUARDRAIL	m	330.500	2,333.33
		281.650	1,988.45
		0.000	0.00
GROUP 1 GRADING		Contracted	148,904.02
		Current	148,904.02
		In place	66,802.09
		This Estimate	16,004.70
GROUP 3 CONCRETE PAVEMENT
0014                          P130.15	102.00	8.500	867.00
375 mm CULVERT PIPE, TYPE 3	m	8.500	867.00
		0.000	0.00
		0.000	0.00
0015                          0030.30	706.00	1.000	706.00
MOBILIZATION	LS	1.000	706.00
		0.000	0.00
		0.000	0.00
0016                          1030.00	3.53	43.000	151.79
EARTHWORK MEASURED IN EMBANKMENT	m3	43.000	151.79
		0.000	0.00
		0.000	0.00
0017                          1043.50	5.00	22.200	111.00
RIPRAP FILTER FABRIC	m2	22.200	111.00
		0.000	0.00
		0.000	0.00
0018                          3016.62	38.83	135.800	5,273.11
155 mm CONCRETE CLASS 47B-20 BIKEWAY	m2	135.800	5,273.11
		0.000	0.00
		0.000	0.00
0019                          6105.02	41.18	15.680	645.70
ROCK RIPRAP, TYPE B	Mg	15.680	645.70
		0.000	0.00
		0.000	0.00
4005                          3075.46	38.75	0.000	0.00
230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	3,058.410	118,513.39
230 mm Doweled Conc. Pvmt., 47B-25		0.000	0.00
		0.000	0.00
4006                          8029.04	5.15	0.000	0.00
AGGREGATE FOUNDATION COURSE 100 mm	m2	3,058.410	15,750.81
Foundation Course (100 mm)		0.000	0.00
		0.000	0.00
4008                          0030.01	1,575.00	0.000	0.00
ADDITIONAL MOBILIZATION	LS	1.000	1,575.00
Additional Mobilization (Concrete Pavement)		0.000	0.00
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	7,754.61
		Current	143,593.81
		In place	0.00
		This Estimate	0.00
GROUP 4 CULVERTS
0020                          P300.48	223.54	31.800	7,108.57
1200 mm CULVERT PIPE, TYPE 3,4 OR 5	m	31.800	7,108.57
		0.000	0.00
		0.000	0.00
0021                          P402.30	152.95	45.100	6,898.05
750 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	45.100	6,898.05
		0.000	0.00
		0.000	0.00
0022                          P700.15	182.36	30.100	5,489.04
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	30.100	5,489.04
		0.000	0.00
		0.000	0.00
0023                          0030.40	588.00	1.000	588.00
MOBILIZATION	LS	1.000	588.00
		0.000	0.00
		0.000	0.00
0024                          1043.50	8.24	12.000	98.88
RIPRAP FILTER FABRIC	m2	12.000	98.88
		0.000	0.00
		0.000	0.00
0025                          4002.00	2.82	342.000	964.44
CAST IRON COVER AND FRAME	kg	342.000	964.44
		0.000	0.00
		0.000	0.00
0026                          4004.50	2.71	304.000	823.84
CAST IRON GRATE AND FRAME	kg	304.000	823.84
		0.000	0.00
		0.000	0.00
0027                          4035.00	133.00	2.000	266.00
REMOVE FLARED-END SECTION	EACH	2.000	266.00
		0.000	0.00
		0.000	0.00
0028                          4050.01	31.77	170.000	5,400.90
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	170.000	5,400.90
		0.000	0.00
		0.000	0.00
0029                          4100.06	964.75	0.400	385.90
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL	m3	0.400	385.90
		0.000	0.00
		0.000	0.00
0030                          4105.59	717.69	24.100	17,296.33
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	24.100	17,296.33
		0.000	0.00
		0.000	0.00
0031                          4107.50	753.00	1.400	1,054.20
CLASS 47B-20 OR AX-20 CONCRETE FOR SPLASH BASIN	m3	1.400	1,054.20
		0.000	0.00
		0.000	0.00
0032                          4150.00	1.88	29.000	54.52
REINFORCING STEEL FOR HEADWALL	kg	29.000	54.52
		0.000	0.00
		0.000	0.00
0033                          4154.50	1.76	33.500	58.96
REINFORCING STEEL FOR SPLASH BASIN	kg	33.500	58.96
		0.000	0.00
		0.000	0.00
0034                          4155.50	1.88	783.500	1,472.98
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	783.500	1,472.98
		0.000	0.00
		0.000	0.00
0035                          4200.48	6,189.00	1.000	6,189.00
1200 mm AUTOMATIC FLOOD CONTROL GATE	EACH	1.000	6,189.00
		0.000	0.00
		0.000	0.00
0036                          4310.48	1,059.00	1.000	1,059.00
1200 mm FLARED-END SECTION	EACH	1.000	1,059.00
		0.000	0.00
		0.000	0.00
0037                          6105.02	41.00	6.100	250.10
ROCK RIPRAP, TYPE B	Mg	6.100	250.10
		0.000	0.00
		0.000	0.00
GROUP 4 CULVERTS		Contracted	55,458.70
		Current	55,458.70
		In place	0.00
		This Estimate	0.00
GROUP 4A CONCRETE BOX CULVERT AT STA. 5+40.0
0038                          0030.40	2,353.00	1.000	2,353.00
MOBILIZATION	LS	1.000	2,353.00
		1.000	2,353.00
		1.000	2,353.00
0039                          4051.01	21.18	89.000	1,885.02
EXCAVATION FOR BOX CULVERTS	m3	89.000	1,885.02
		89.000	1,885.02
		89.000	1,885.02
0040                          4101.06	365.90	266.560	97,534.30
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	266.560	97,534.30
		133.280	48,767.15
		133.280	48,767.15
0041                          4151.00	1.41	16,292.000	22,971.72
REINFORCING STEEL FOR BOX CULVERT	kg	16,292.000	22,971.72
		8,146.000	11,485.86
		8,146.000	11,485.86
0603                          4051.12	36.59	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	m3	100.769	3,687.14
		100.769	3,687.14
		100.769	3,687.14
GROUP 4A CONCRETE BOX CULVERT AT STA. 5+40.0		Contracted	124,744.04
		Current	128,431.18
		In place	68,178.17
		This Estimate	68,178.17
GROUP 5 SEEDING
0042                          L001.02	1,803.74	0.760	1,370.84
SEEDING, TYPE B	ha	0.760	1,370.84
		0.000	0.00
		0.000	0.00
0043                          L032.80	1,059.00	1.710	1,810.89
HYDROMULCH	Mg	1.710	1,810.89
		0.000	0.00
		0.000	0.00
0044                          0030.50	352.00	1.000	352.00
MOBILIZATION	LS	1.000	352.00
		0.000	0.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	3,533.73
		Current	3,533.73
		In place	0.00
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 2+70.00
0045                          0030.60	56,344.00	1.000	56,344.00
MOBILIZATION	LS	1.000	56,344.00
		1.000	56,344.00
		0.000	0.00
0046                          1010.01	5.33	1,085.000	5,783.05
EXCAVATION (ESTABLISHED QUANTITY)	m3	1,085.000	5,783.05
		0.000	0.00
		0.000	0.00
0047                          1043.50	6.96	99.000	689.04
RIPRAP FILTER FABRIC	m2	99.000	689.04
		0.000	0.00
		0.000	0.00
0048                          3050.15	218.10	144.200	31,450.02
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	144.200	31,450.02
		0.000	0.00
		0.000	0.00
0049                          3051.10	1.26	9,515.000	11,988.90
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	9,515.000	11,988.90
		0.000	0.00
		0.000	0.00
0050                          6000.10	1,825.00	1.000	1,825.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	1,825.00
		1.000	1,825.00
		1.000	1,825.00
0051                          6000.11	1,824.00	1.000	1,824.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	1,824.00
		1.000	1,824.00
		0.000	0.00
0052                          6001.50	5,539.00	1.000	5,539.00
BENT NO.1 EXCAVATION	LS	1.000	5,539.00
		1.000	5,539.00
		0.000	0.00
0053                          6001.51	6,345.00	1.000	6,345.00
BENT NO.2 EXCAVATION	LS	1.000	6,345.00
		1.000	6,345.00
		0.000	0.00
0054                          6005.60	86.14	132.000	11,370.48
ELASTOMERIC BEARING	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00
0055                          6010.22	314.29	200.700	63,078.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	200.700	63,078.00
		200.700	63,078.01
		31.250	9,821.56
0056                          6010.26	452.74	106.200	48,080.99
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	106.200	48,080.99
		0.000	0.00
		0.000	0.00
0057                          6011.11	109,766.00	1.000	109,766.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	109,766.00
AT STA. 2+70.0		1.000	109,766.00
		0.670	73,543.22
0058                          6040.00	44,820.00	1.000	44,820.00
REMOVE STRUCTURE	EACH	1.000	44,820.00
AT STA. 2+74.9		1.000	44,820.00
		0.000	0.00
0059                          6080.00	5.68	475.000	2,698.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	475.000	2,698.00
		475.000	2,698.00
		0.000	0.00
0060                          6105.01	29.70	86.000	2,554.20
ROCK RIPRAP, TYPE A	Mg	86.000	2,554.20
		0.000	0.00
		0.000	0.00
0061                          6105.02	28.98	235.000	6,810.30
ROCK RIPRAP, TYPE B	Mg	235.000	6,810.30
		214.331	6,211.31
		214.331	6,211.31
0062                          6131.50	1.25	28,180.000	35,225.00
EPOXY COATED REINFORCING STEEL	kg	28,180.000	35,225.00
		8,420.000	10,525.00
		2,272.000	2,840.00
0063                          6139.50	24.87	52.000	1,293.24
SUBSURFACE DRAINAGE MATTING	m2	52.000	1,293.24
		0.000	0.00
		0.000	0.00
0064                          6210.50	67.30	1,021.500	68,746.95
PIPE PILING	m	1,021.500	68,746.95
		993.735	66,878.36
		309.210	20,809.83
0065                          6310.00	126.07	335.400	42,283.88
STEEL SHEET PILING	m2	335.400	42,283.88
		335.400	42,283.88
		167.700	21,141.94
0066                          6601.15	44.71	65.600	2,932.98
38 mm CONDUIT IN BRIDGE	m	65.600	2,932.98
		0.000	0.00
		0.000	0.00
0067                          8091.00	23.62	110.000	2,598.20
GRANULAR BACKFILL	m3	110.000	2,598.20
		55.000	1,299.10
		55.000	1,299.10
0602                          6200.50	40.38	0.000	0.00
PAY CUT-OFF FOR CONCRETE PILING	m	27.805	1,122.77
PAY CUT-OFF FOR CONCRETE PILINGPAY CUT-OFF GROUP 6 BRIDGE 2+67		27.805	1,122.77
		27.805	1,122.77
4009                          6960.01	1,538.58	0.000	0.00
ADDITIONAL	LS	1.000	1,538.58
SBS MODIFIED ASPH. BASE SHEETS		1.000	1,538.58
		1.000	1,538.58
4011                          6960.01	1,821.90	0.000	0.00
ADDITIONAL	LS	1.000	1,821.90
UNFORSEEN FLOWABLE FILL		1.000	1,821.90
		0.000	0.00
GROUP 6 BRIDGE AT STA. 2+70.00		Contracted	564,046.23
		Current	557,158.99
		In place	423,919.91
		This Estimate	140,153.31
GROUP 6A BRIDGE AT STA. 115+62.00
0068                          0030.60	38,645.00	1.000	38,645.00
MOBILIZATION	LS	1.000	38,645.00
		1.000	38,645.00
		0.000	0.00
0069                          1010.01	5.33	615.000	3,277.95
EXCAVATION (ESTABLISHED QUANTITY)	m3	615.000	3,277.95
		0.000	0.00
		0.000	0.00
0070                          1043.50	7.72	64.000	494.08
RIPRAP FILTER FABRIC	m2	64.000	494.08
		32.000	247.04
		0.000	0.00
0071                          3050.15	226.33	140.600	31,822.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	140.600	31,822.00
		31.400	7,106.76
		31.400	7,106.76
0072                          3051.10	1.33	9,315.000	12,388.95
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	9,315.000	12,388.95
		3,282.000	4,365.06
		3,282.000	4,365.06
0073                          6000.10	2,078.00	1.000	2,078.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,078.00
		0.500	1,039.00
		0.000	0.00
0074                          6000.11	2,052.00	1.000	2,052.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,052.00
		0.500	1,026.00
		0.000	0.00
0075                          6005.60	87.32	44.000	3,842.08
ELASTOMERIC BEARING	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00
0076                          6010.22	386.62	71.900	27,797.98
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	71.900	27,797.98
		35.950	13,898.99
		0.000	0.00
0077                          6010.26	430.26	84.900	36,529.07
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	84.900	36,529.07
		52.010	22,377.82
		52.010	22,377.82
0078                          6011.11	90,260.00	1.000	90,260.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	90,260.00
AT STA. 115+62.00		0.500	45,130.00
		0.000	0.00
0079                          6040.00	30,037.00	1.000	30,037.00
REMOVE STRUCTURE	EACH	1.000	30,037.00
AT STA. 115+61.4		0.500	15,018.50
		0.000	0.00
0080                          6105.01	30.09	34.000	1,023.06
ROCK RIPRAP, TYPE A	Mg	34.000	1,023.06
		17.000	511.53
		0.000	0.00
0081                          6105.02	29.03	215.000	6,241.45
ROCK RIPRAP, TYPE B	Mg	215.000	6,241.45
		107.500	3,120.73
		0.000	0.00
0082                          6131.50	1.34	12,555.000	16,823.70
EPOXY COATED REINFORCING STEEL	kg	12,555.000	16,823.70
		6,171.000	8,269.14
		3,737.000	5,007.58
0083                          6139.50	25.20	53.000	1,335.60
SUBSURFACE DRAINAGE MATTING	m2	53.000	1,335.60
		26.000	655.20
		26.000	655.20
0084                          6200.00	80.50	643.100	51,769.55
CONCRETE PILING	m	643.100	51,769.55
		320.350	25,788.18
		0.000	0.00
0085                          6310.00	105.97	335.400	35,542.34
STEEL SHEET PILING	m2	335.400	35,542.34
		167.700	17,771.17
		0.000	0.00
0086                          8091.00	23.76	125.000	2,970.00
GRANULAR BACKFILL	m3	125.000	2,970.00
		50.000	1,188.00
		50.000	1,188.00
0601                          6200.50	48.30	0.000	0.00
PAY CUT-OFF FOR CONCRETE PILING	m	17.975	868.19
PAY CUT-OFF PHASE 1		17.970	867.95
		0.000	0.00
4003                          4054.65	7,398.42	0.000	0.00
TEMPORARY SHORING	LS	1.000	7,398.42
TEMPORARY SHORING		0.500	3,699.21
		0.000	0.00
4010                          6960.01	766.38	0.000	0.00
ADDITIONAL	LS	1.000	766.38
SBS MODIFIED ASPH. BASE SHEETS		0.500	383.19
		0.000	0.00
4012                          3970.00	10,473.55	0.000	0.00
RELOCATION	LS	1.000	10,473.55
RELOCATION OF BRIDGE STRUCTURE		1.000	10,473.55
		0.000	0.00
GROUP 6A BRIDGE AT STA. 115+62.00		Contracted	394,929.81
		Current	410,594.27
		In place	221,582.02
		This Estimate	40,700.42
GROUP 7 GUARDRAIL
0087                          0030.70	212.00	1.000	212.00
MOBILIZATION	LS	1.000	212.00
		0.000	0.00
		0.000	0.00
0088                          7011.20	47.98	95.250	4,570.09
W-BEAM GUARDRAIL	m	95.250	4,570.09
		0.000	0.00
		0.000	0.00
0089                          7020.00	3,007.00	8.000	24,056.00
BRIDGE APPROACH SECTIONS	EACH	8.000	24,056.00
		0.000	0.00
		0.000	0.00
0090                          7021.58	1,621.00	4.000	6,484.00
GUARDRAIL END TREATMENT, SRT-75	EACH	4.000	6,484.00
		0.000	0.00
		0.000	0.00
0091                          7024.27	1,847.00	4.000	7,388.00
GUARDRAIL END TREATMENT, TYPE II	EACH	4.000	7,388.00
		0.000	0.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	42,710.10
		Current	42,710.10
		In place	0.00
		This Estimate	0.00
GROUP 9 BITUMINOUS
0092                          L010.00	8.24	51.600	425.18
SODDING	m2	51.600	425.18
		0.000	0.00
		0.000	0.00
0093                          P402.15	45.06	19.300	869.66
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	19.300	869.66
		0.000	0.00
		0.000	0.00
0094                          0002.55	75.00	4.750	356.25
OVERLAY BROKEN LINES	StaM	4.750	356.25
		0.000	0.00
		0.000	0.00
0095                          0030.30	10,550.00	1.000	10,550.00
MOBILIZATION	LS	1.000	10,550.00
		0.000	0.00
		0.000	0.00
0096                          2010.03	38.83	14.000	543.62
CRUSHED ROCK SURFACE COURSE	Mg	14.000	543.62
		0.000	0.00
		0.000	0.00
0097                          3014.11	69.42	46.000	3,193.32
COMBINATION CONCRETE CLASS 47B-25 CURB AND GUTTER	m	46.000	3,193.32
		0.000	0.00
		0.000	0.00
0098                          3020.24	42.48	11.000	467.28
CONCRETE CLASS 47B-25 DRIVEWAY	m2	11.000	467.28
		0.000	0.00
		0.000	0.00
0099                          3040.12	152.95	18.000	2,753.10
CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH	m2	18.000	2,753.10
		0.000	0.00
		0.000	0.00
0100                          4024.74	1,784.00	1.000	1,784.00
CONCRETE FLUME, TYPE V	EACH	1.000	1,784.00
		0.000	0.00
		0.000	0.00
0101                          7503.04	14.82	60.000	889.20
100 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4	m	60.000	889.20
		0.000	0.00
		0.000	0.00
0102                          8111.00	662.39	11.679	7,736.05
SHOULDER SUBGRADE PREPARATION	StaM	11.679	7,736.05
		2.720	1,801.70
		0.000	0.00
0103                          9005.00	58.83	50.000	2,941.50
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	50.000	2,941.50
SP3(12.5)		0.000	0.00
		0.000	0.00
0104                          9005.35	35.30	2,650.000	93,545.00
ASPHALTIC CONCRETE, TYPE SP3(12.5)	Mg	378.874	13,374.25
		378.874	13,374.25
		0.000	0.00
0105                          9009.00	6.15	142.000	873.30
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	142.000	873.30
		0.000	0.00
		0.000	0.00
0106                          9021.08	294.13	145.800	42,884.15
PERFORMANCE GRADED BINDER (64-28)	Mg	82.390	24,233.37
		20.262	5,959.66
		0.000	0.00
0107                          9034.00	2.35	142.000	333.70
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	142.000	333.70
		0.000	0.00
		0.000	0.00
0108                          9053.00	0.29	2,620.000	759.80
TACK COAT	L	2,620.000	759.80
		189.271	54.89
		0.000	0.00
0109                          9111.00	4.71	120.000	565.20
WATER	kL	120.000	565.20
		0.000	0.00
		0.000	0.00
0110                          9173.00	647.00	4.179	2,703.81
SUBGRADE PREPARATION	StaM	4.179	2,703.81
		0.000	0.00
		0.000	0.00
0111                          9179.33	5.88	621.000	3,651.48
COLD MILLING, CLASS 3	m2	621.000	3,651.48
		0.000	0.00
		0.000	0.00
0112                          9188.50	29.41	479.000	14,087.39
SURFACING UNDER GUARDRAIL	m2	479.000	14,087.39
		0.000	0.00
		0.000	0.00
0113                          9300.52	1,177.00	1.000	1,177.00
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D	LS	1.000	1,177.00
		0.000	0.00
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	193,090.00
		Current	94,268.47
		In place	21,190.50
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0114                          0001.08	0.50	1,640.000	820.00
BARRICADE, TYPE II	BDAY	1,640.000	820.00
		1,842.000	921.00
		392.000	196.00
0115                          0001.10	1.53	3,011.000	4,606.83
BARRICADE, TYPE III	BDAY	3,011.000	4,606.83
		2,356.000	3,604.68
		672.000	1,028.16
0116                          0001.75	3.53	120.000	423.60
TEMPORARY SIGN DAY	EACH	120.000	423.60
		53.000	187.09
		0.000	0.00
0117                          0001.90	0.53	7,600.000	4,028.00
SIGN DAY	EACH	7,600.000	4,028.00
		5,067.000	2,685.51
		1,344.000	712.32
0118                          0002.30	1.74	300.000	522.00
PAVEMENT MARKING REMOVAL	m	300.000	522.00
		427.600	744.02
		0.000	0.00
0119                          0002.39	3.47	750.000	2,602.50
TEMPORARY PAVEMENT MARKING, TYPE II	m	750.000	2,602.50
		820.380	2,846.72
		0.000	0.00
0120                          0002.47	2.88	375.000	1,080.00
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION	m	375.000	1,080.00
		816.000	2,350.08
		0.000	0.00
0121                          0003.10	212.95	30.000	6,388.50
FLAGGING	DAY	30.000	6,388.50
		11.000	2,342.45
		0.000	0.00
0122                          0003.50	175.31	160.020	28,053.11
CONCRETE PROTECTION BARRIER	m	160.020	28,053.11
		175.260	30,724.83
		0.000	0.00
0123                          0003.56	7.94	160.020	1,270.56
RELOCATE CONCRETE PROTECTION BARRIER	m	160.020	1,270.56
		0.000	0.00
		0.000	0.00
0124                          0003.70	471.00	4.000	1,884.00
TEMPORARY RUMBLE STRIP	EACH	4.000	1,884.00
		4.000	1,884.00
		0.000	0.00
0125                          0003.75	14,089.00	1.000	14,089.00
TEMPORARY TRAFFIC SIGNAL	EACH	1.000	14,089.00
		1.000	14,089.00
		0.000	0.00
0126                          0010.04	1,765.00	1.000	1,765.00
FIELD OFFICE	EACH	1.000	1,765.00
		1.000	1,765.00
		0.000	0.00
0127                          0020.00	0.80	1,000.000	800.00
TRAINING	HOUR	1,000.000	800.00
		405.000	324.00
		176.500	141.20
0128                          0030.00	588.00	1.000	588.00
MOBILIZATION	LS	1.000	588.00
		0.000	0.00
		0.000	0.00
0129                          9110.01	88.00	5.000	440.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	5.000	440.00
		0.000	0.00
		0.000	0.00
0130                          9110.02	88.00	5.000	440.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	5.000	440.00
		0.000	0.00
		0.000	0.00
0131                          9110.03	88.00	5.000	440.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	5.000	440.00
		0.000	0.00
		0.000	0.00
0132                          9110.07	88.00	5.000	440.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	5.000	440.00
		0.000	0.00
		0.000	0.00
4004                          0001.99	0.84	0.000	0.00
CONTRACTOR FURNISHED SIGN DAY	EACH	195.000	163.80
Contractor Furnished Signs		416.000	349.44
		112.000	94.08
GROUP 10 GENERAL ITEMS		Contracted	70,681.10
		Current	70,844.90
		In place	64,817.82
		This Estimate	2,171.76
Totals for contract		Contracted	1,605,852.33
		Current	1,655,498.17
		In place	866,490.51
		This Estimate	267,208.36