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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	1416 LUXA CONSTRUCTION COMPANY, INCORPORATED
Contract ID:	2794X1
Estimate Number:	0015
Pay Period End Date:	07.26.2003

Contract Location:
BLAIR - KENNARD	Estimate Type:	PROG
Contractor:
LUXA CONSTRUCTION COMPANY, INCORPORATED	Date Let:	09.05.2002
925 EAST DIXON ROAD	Date Awarded:	09.12.2002
PO BOX 105	Date Contract Executed:	09.26.2002
	Date Notice to Proceed:	12.02.2002
BLAIR NE 68008	Date Work Began:	12.02.2002
Phone:	Date Physical Work Completed:
(402)426-6600	Date Accepted:
Escrow Agent:
Surety Co:
UNITED STATES FIDELITY & GUARANTY CO.

Counties
WASHINGTON

Project Number		PCT			Fed State Project Number		Description
21794 1001		0.000			EACNH-BH-30-7(115)		GRAD CULV BR GDRL ELEC BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$1,140,251.64	$1,050,478.45	$89,773.19
$4,257,688.08	Stockpiled Materials	$94,133.49	$94,133.49	$.00
Original Contract Amt	Gross Earnings	$1,234,385.13	$1,144,611.94	$89,773.19
$4,244,619.96	Retainage	$-11,402.52	$-10,504.78	$-897.74
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
26.78%	Net Earnings	$1,222,982.61	$1,134,107.16	$88,875.45
	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	$375.27	$371.57	$3.70
	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	$375.27	$371.57	$3.70
	Payment	$1,223,357.88	$1,134,478.73	$88,879.15
Project Manager			Div. Head/Dist. Eng.
Brown, Darin G	08.01.2003		Lech, Marvin (Marv)	08.04.2003
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:	0004
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0082	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	10,457.04	0001
		SUBSTRUCTURE BRIDGE 6
0084	6210.50	PIPE PILING
		S.P. Initial Payment	21,428.55	133958
		6-PIPE PILING
0159	6210.50	PIPE PILING
		S.P. Initial Payment	18,282.00	133474
		6A-PIPE PILING
		Total for estimate 0004:	50,167.59
Est Nbr:	0005
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0025	1701.30	750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8
		S.P. Initial Payment	2,395.20	26-2911-00
		750 mm CMP
0026	1701.36	900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8
		S.P. Initial Payment	1,623.28	26-2911-00
		900 mm CMP
0027	1705.42	1050 mm ROUND EQUIVALENT DRIVEWAY CULVERT PIPE, TYPE 2,3,4
		S.P. Initial Payment	1,805.12	26-2911-00
		1050 mm CMP
0078	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Initial Payment	18,424.26	9400090682
		Prestressed Girders
0082	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,110.78	0001
		SUBSTRUCTURE BRIDGE 6
		Total for estimate 0005:	23,137.08
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0084	6210.50	PIPE PILING
		S.P. Adjustment	-21,428.55	133958
		6-PIPE PILING
		Total for estimate 0006:	-21,428.55
Est Nbr:	0007
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0078	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Adjustment	-18,424.26	9400090682
		Prestressed Girders
0082	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-3,923.26	0001
		SUBSTRUCTURE BRIDGE 6
		Total for estimate 0007:	-22,347.52
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0025	1701.30	750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8
		S.P. Adjustment	-1,197.60	26-2911-00
		750 mm CMP
0027	1705.42	1050 mm ROUND EQUIVALENT DRIVEWAY CULVERT PIPE, TYPE 2,3,4
		S.P. Adjustment	-1,805.12	26-2911-00
		1050 mm CMP
0082	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-4,517.92	0001
		SUBSTRUCTURE BRIDGE 6
0103	6030.00	PREPARATION OF BRIDGE
		S.P. Initial Payment	25,124.18	9400372139
		Precast Beams Bridge 6A
		S.P. Initial Payment	25,124.18	9400372139
		Precast Beams Bridge 6B
		S.P. Initial Payment	19,059.07	9400372139
		Precast Beams Bridge 6C
		Total for estimate 0008:	61,786.79
Est Nbr:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0026	1701.36	900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8
		S.P. Adjustment	-1,623.28	26-2911-00
		900 mm CMP
0082	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-905.08	0001
		SUBSTRUCTURE BRIDGE 6
		Total for estimate 0009:	-2,528.36
Est Nbr:	0010
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0093	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Initial Payment	5,926.01	127864
		Approaches 6A (TAB)
0102	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Initial Payment	25,124.18	9400372139
		Girders 6A
0103	6030.00	PREPARATION OF BRIDGE
		S.P. Closure	-25,124.18	9400372139
		Precast Beams Bridge 6A
		S.P. Closure	-25,124.18	9400372139
		Precast Beams Bridge 6B
		S.P. Closure	-19,059.07	9400372139
		Precast Beams Bridge 6C
0127	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Initial Payment	25,124.18	9400372139
		Girders 6B
0153	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Initial Payment	19,059.07	9400372139
		Girders 6C
		Total for estimate 0010:	5,926.01
Est Nbr:	0011
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0025	1701.30	750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8
		S.P. Adjustment	-1,197.60	26-2911-00
		750 mm CMP
		Total for estimate 0011:	-1,197.60
Est Nbr:	0013
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0099	6005.60	ELASTOMERIC BEARING
		S.P. Initial Payment	1,830.36	16346
		BEARING PADS 6A REPLACEMENTS
		S.P. Adjustment	-784.44	16346
		BEARING PADS 6A REPLACEMENTS
		S.P. Initial Payment	633.52	16346
		BEARING PADS 6A NEW
		S.P. Adjustment	-475.14	16346
		BEARING PADS 6A NEW
0102	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Adjustment	-12,562.09	9400372139
		Girders 6A
0110	6510.55	TEMPORARY BRIDGE SHORING
		S.P. Initial Payment	6,536.73	8892
		SHEET PILING FOR SHORING
0124	6005.60	ELASTOMERIC BEARING
		S.P. Initial Payment	1,830.36	16346
		BEARING PAD 6B REPLACEMENTS
		S.P. Initial Payment	633.52	16346
		BEARING PADS 6B NEW
0136	6510.55	TEMPORARY BRIDGE SHORING
		S.P. Initial Payment	6,536.72	8892
		SHEET PILE FOR SHORING
0150	6005.60	ELASTOMERIC BEARING
		S.P. Initial Payment	633.52	16346
		BEARING PADS 6C NEW
		S.P. Initial Payment	1,830.36	16346
		BEARING PADS 6C REPLACEMENTS
0160	6510.55	TEMPORARY BRIDGE SHORING
		S.P. Initial Payment	6,536.72	8892
		SHEET PILING FOR SHORING
		Total for estimate 0013:	13,180.14
Est Nbr:	0014
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0102	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Adjustment	-12,562.09	9400372139
		Girders 6A
		Total for estimate 0014:	-12,562.09
		Total remaining for contract:	94,133.49

			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	264.29	4.000	1,057.16
COVER CROP SEEDING	ha	4.000	1,057.16
		0.000	0.00
		0.000	0.00
0002                          L020.00	1.61	2,197.000	3,537.17
EROSION CONTROL	m2	2,197.000	3,537.17
		0.000	0.00
		0.000	0.00
0003                          L020.01	5.22	450.000	2,349.00
EROSION CONTROL, TYPE A	m2	450.000	2,349.00
		0.000	0.00
		0.000	0.00
0004                          L020.08	5.22	3,786.000	19,762.92
EROSION CONTROL, TYPE AA	m2	3,786.000	19,762.92
		3,796.700	19,818.77
		0.000	0.00
0005                          L021.01	13.91	35.000	486.85
EROSION CHECKS, TYPE A	BALE	35.000	486.85
		0.000	0.00
		0.000	0.00
0006                          L021.21	13.91	224.000	3,115.84
EROSION CHECKS, TYPE AA	BALE	224.000	3,115.84
		63.000	876.33
		0.000	0.00
0007                          L022.11	7.02	565.000	3,966.30
FABRIC SILT FENCE-LOW POROSITY	m	565.000	3,966.30
		40.840	286.70
		0.000	0.00
0008                          L022.75	16.05	255.000	4,092.75
TEMPORARY SILT CHECK	m	255.000	4,092.75
		105.070	1,686.37
		0.000	0.00
0009                          0030.10	19,500.00	1.000	19,500.00
MOBILIZATION	LS	1.000	19,500.00
		1.000	19,500.00
		0.000	0.00
0010                          1009.00	12,510.00	1.000	12,510.00
GENERAL CLEARING AND GRUBBING	LS	1.000	12,510.00
		0.000	0.00
		0.000	0.00
0011                          1010.00	3.31	21,044.000	69,655.64
EXCAVATION	m3	18,704.000	61,910.24
		11,000.000	36,410.00
		0.000	0.00
0012                          1011.00	4.28	440.000	1,883.20
WATER	kL	440.000	1,883.20
		0.000	0.00
		0.000	0.00
0013                          1043.50	5.35	36.000	192.60
RIPRAP FILTER FABRIC	m2	36.000	192.60
		134.000	716.90
		134.000	716.90
0014                          1090.00	1,605.00	1.000	1,605.00
ABANDON WELLS	EACH	1.000	1,605.00
		1.000	1,605.00
		0.000	0.00
0015                          1101.00	4.49	1,408.100	6,322.37
REMOVE PAVEMENT	m2	1,408.100	6,322.37
		342.700	1,538.72
		0.000	0.00
0016                          1102.00	3.49	4,663.400	16,275.27
REMOVE ASPHALT SURFACE	m2	4,663.400	16,275.27
		4,176.000	14,574.24
		0.000	0.00
0017                          1109.00	11.09	410.000	4,546.90
REMOVE CURB	m	410.000	4,546.90
		0.000	0.00
		0.000	0.00
0018                          1122.01	5.24	501.000	2,625.24
REMOVE CONCRETE MEDIAN SURFACING	m2	501.000	2,625.24
		0.000	0.00
		0.000	0.00
0019                          1122.30	214.00	2.000	428.00
REMOVE ISLAND NOSE	EACH	2.000	428.00
		0.000	0.00
		0.000	0.00
0020                          1124.00	535.00	1.000	535.00
REMOVE BUILDING	EACH	1.000	535.00
AT STA. 400+75 RT.		1.000	535.00
		0.000	0.00
0021                          1124.01	535.00	1.000	535.00
REMOVE BUILDING	EACH	1.000	535.00
AT STA. 401+00 RT.		1.000	535.00
		0.000	0.00
0022                          1124.02	856.00	1.000	856.00
REMOVE BUILDING	EACH	1.000	856.00
AT STA. 401+07 RT		1.000	856.00
		0.000	0.00
0023                          1124.03	535.00	1.000	535.00
REMOVE BUILDING	EACH	1.000	535.00
AT STA. 401+10 RT.		1.000	535.00
		0.000	0.00
0024                          1125.00	3,210.00	1.000	3,210.00
CLEAR TRACT	EACH	1.000	3,210.00
AT STA. 400+25 TO STA. 401+25 RT.		0.900	2,889.00
		0.000	0.00
0025                          1701.30	114.45	48.000	5,493.60
750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	48.000	5,493.60
		48.000	5,493.60
		0.000	0.00
0026                          1701.36	123.49	27.000	3,334.23
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	27.000	3,334.23
		27.000	3,334.23
		0.000	0.00
0027                          1705.42	188.25	16.000	3,012.00
1050 mm ROUND EQUIVALENT DRIVEWAY CULVERT PIPE, TYPE 2,3,4OR 5	m	16.000	3,012.00
		16.000	3,012.00
		0.000	0.00
0028                          6040.00	1,070.00	1.000	1,070.00
REMOVE STRUCTURE	EACH	1.000	1,070.00
AT STA. 47+15.21 RT.		1.000	1,070.00
		0.000	0.00
0029                          6040.01	1,070.00	1.000	1,070.00
REMOVE STRUCTURE	EACH	1.000	1,070.00
AT STA. 51+92.29 RT.		1.000	1,070.00
		0.000	0.00
0030                          6040.03	1,070.00	1.000	1,070.00
REMOVE STRUCTURE	EACH	1.000	1,070.00
AT STA. 54+18.65 RT.		0.000	0.00
		0.000	0.00
0031                          6105.02	32.10	50.000	1,605.00
ROCK RIPRAP, TYPE B	Mg	50.000	1,605.00
		129.000	4,140.90
		129.000	4,140.90
0032                          7017.00	3.75	1,492.110	5,595.41
REMOVE GUARDRAIL	m	1,492.110	5,595.41
		185.390	695.21
		62.800	235.50
4003                          6952.02	6,411.18	0.000	0.00
SHOO-FLY	EACH	1.000	6,411.18
BRIDGE 6CO/SA #001		1.000	6,411.18
		0.000	0.00
4007                          1014.00	105.72	0.000	0.00
INSTALL RIGHT-OF-WAY MARKERS	EACH	43.000	4,545.96
CO/SA #5		43.000	4,545.96
		0.000	0.00
4008                          1013.00	62.28	0.000	0.00
RESET RIGHT-OF-WAY MARKERS	EACH	90.000	5,605.20
STATE SUPPLIED R.O.W. MARKERSCO/SA #5		30.000	1,868.40
		0.000	0.00
4009                          2010.03	19.54	0.000	0.00
CRUSHED ROCK SURFACE COURSE	Mg	60.000	1,172.40
CO/SA #5		129.910	2,538.44
		0.000	0.00
4010                          4976.05	205.80	0.000	0.00
ADDITIONAL WORK	LS	1.000	205.80
750mm Connecting Bands		1.000	205.80
		0.000	0.00
GROUP 1 GRADING		Contracted	201,833.45
		Current	212,028.59
		In place	136,748.75
		This Estimate	5,093.30
GROUP 4 CULVERTS
0033                          P120.24	151.94	7.500	1,139.55
600 mm CULVERT PIPE, TYPE 2	m	7.500	1,139.55
		7.000	1,063.58
		0.000	0.00
0034                          P120.30	189.39	14.000	2,651.46
750 mm CULVERT PIPE, TYPE 2	m	14.000	2,651.46
		14.000	2,651.46
		0.000	0.00
0035                          P120.36	282.48	6.000	1,694.88
900 mm CULVERT PIPE, TYPE 2	m	6.000	1,694.88
		4.500	1,271.16
		0.000	0.00
0036                          P310.54	478.29	19.000	9,087.51
1350 mm CULVERT PIPE, TYPE 2,4 OR 5	m	19.000	9,087.51
		19.000	9,087.51
		0.000	0.00
0037                          P500.24	173.34	12.000	2,080.08
600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8	m	0.000	0.00
		0.000	0.00
		0.000	0.00
0038                          P500.36	292.11	31.000	9,055.41
900 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8	m	31.000	9,055.41
		25.000	7,302.75
		0.000	0.00
0039                          0030.40	2,354.00	1.000	2,354.00
MOBILIZATION	LS	1.000	2,354.00
		1.000	2,354.00
		0.000	0.00
0040                          4035.00	219.35	6.000	1,316.10
REMOVE FLARED-END SECTION	EACH	6.000	1,316.10
		0.000	0.00
		0.000	0.00
0041                          4040.00	1,792.25	2.000	3,584.50
REMOVE HEADWALLS FROM CULVERTS	EACH	2.000	3,584.50
		1.000	1,792.25
		0.000	0.00
0042                          4044.00	1,391.00	1.000	1,391.00
PREPARATION OF STRUCTURE	EACH	1.000	1,391.00
AT STA. 80+80		0.500	695.50
		0.000	0.00
0043                          4045.00	4,772.20	1.000	4,772.20
REMOVE STRUCTURE	EACH	1.000	4,772.20
AT STA. 500+17.7		1.000	4,772.20
		0.000	0.00
0044                          4050.01	12.84	620.000	7,960.80
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	620.000	7,960.80
		620.000	7,960.80
		104.000	1,335.36
0045                          4051.01	9.20	555.000	5,106.00
EXCAVATION FOR BOX CULVERTS	m3	555.000	5,106.00
		0.000	0.00
		0.000	0.00
0046                          4101.06	391.62	75.390	29,524.23
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	75.390	29,524.23
		61.002	23,889.61
		21.400	8,380.67
0047                          4107.07	506.11	5.150	2,606.47
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	5.150	2,606.47
		6.537	3,308.44
		0.000	0.00
0048                          4151.00	1.78	4,425.000	7,876.50
REINFORCING STEEL FOR BOX CULVERT	kg	4,425.000	7,876.50
		4,004.280	7,127.62
		3,583.560	6,378.74
0049                          4157.00	2.01	214.000	430.14
REINFORCING STEEL FOR COLLARS	kg	214.000	430.14
		178.000	357.78
		0.000	0.00
0050                          4310.24	527.51	5.000	2,637.55
600 mm FLARED-END SECTION	EACH	5.000	2,637.55
		3.000	1,582.53
		0.000	0.00
0051                          4310.30	610.97	1.000	610.97
750 mm FLARED-END SECTION	EACH	1.000	610.97
		1.000	610.97
		0.000	0.00
0052                          4310.36	796.08	4.000	3,184.32
900 mm FLARED-END SECTION	EACH	4.000	3,184.32
		3.000	2,388.24
		0.000	0.00
0053                          4310.54	1,580.39	2.000	3,160.78
1350 mm FLARED-END SECTION	EACH	2.000	3,160.78
		2.000	3,160.78
		0.000	0.00
4004                          4029.97	63.00	0.000	0.00
REMOVE AND RELAY REINFORCED CONCRETE PIPE	m	16.000	1,008.00
		16.000	1,008.00
		0.000	0.00
GROUP 4 CULVERTS		Contracted	102,224.45
		Current	101,152.37
		In place	82,385.18
		This Estimate	16,094.77
GROUP 4A CONCRETE BOX CULVERT AT STA. 70+29
0054                          0030.40	41,500.00	1.000	41,500.00
MOBILIZATION	LS	1.000	41,500.00
		0.000	0.00
		0.000	0.00
0055                          1102.00	6.42	994.000	6,381.48
REMOVE ASPHALT SURFACE	m2	994.000	6,381.48
		0.000	0.00
		0.000	0.00
0056                          2020.50	49.70	327.000	16,251.90
SURFACING	m2	327.000	16,251.90
		0.000	0.00
		0.000	0.00
0057                          4045.00	28,825.80	1.000	28,825.80
REMOVE STRUCTURE	EACH	1.000	28,825.80
AT STA. 70+29		0.000	0.00
		0.000	0.00
0058                          4051.01	21.40	2,500.000	53,500.00
EXCAVATION FOR BOX CULVERTS	m3	2,500.000	53,500.00
		0.000	0.00
		0.000	0.00
0059                          4054.65	80,250.00	1.000	80,250.00
TEMPORARY SHORING	LS	1.000	80,250.00
		0.000	0.00
		0.000	0.00
0060                          4101.06	354.17	389.050	137,789.84
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	389.050	137,789.84
		0.000	0.00
		0.000	0.00
0061                          4151.00	1.50	24,694.000	37,041.00
REINFORCING STEEL FOR BOX CULVERT	kg	24,694.000	37,041.00
		0.000	0.00
		0.000	0.00
0062                          9009.75	27.69	623.000	17,250.87
TEMPORARY SURFACING	m2	623.000	17,250.87
		0.000	0.00
		0.000	0.00
GROUP 4A CONCRETE BOX CULVERT AT STA. 70+29		Contracted	418,790.89
		Current	418,790.89
		In place	0.00
		This Estimate	0.00
GROUP 4B CONCRETE BOX CULVERT AT STA. 500+28
0063                          0030.40	8,400.00	1.000	8,400.00
MOBILIZATION	LS	1.000	8,400.00
		1.000	8,400.00
		0.000	0.00
0064                          4051.01	12.84	1,460.000	18,746.40
EXCAVATION FOR BOX CULVERTS	m3	1,519.740	19,513.46
		1,519.740	19,513.46
		0.000	0.00
0065                          4101.06	354.17	127.600	45,192.09
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	127.600	45,192.09
		127.600	45,192.09
		0.000	0.00
0066                          4151.00	1.50	7,959.000	11,938.50
REINFORCING STEEL FOR BOX CULVERT	kg	7,959.000	11,938.50
		7,959.000	11,938.50
		0.000	0.00
4005                          2017.01	35.42	0.000	0.00
CRUSHED ROCK	m3	86.220	3,053.91
Sta. 500+28		0.000	0.00
		0.000	0.00
4006                          2017.01	35.42	0.000	0.00
CRUSHED ROCK	m3	86.220	3,053.91
Sta. 500+28		86.220	3,053.91
		0.000	0.00
GROUP 4B CONCRETE BOX CULVERT AT STA. 500+28		Contracted	84,276.99
		Current	91,151.88
		In place	88,097.96
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 22+73.609
0067                          0020.00	0.80	500.000	400.00
TRAINING	HOUR	500.000	400.00
		386.500	309.20
		281.000	224.80
0068                          0030.60	41,500.00	1.000	41,500.00
MOBILIZATION	LS	1.000	41,500.00
		1.000	41,500.00
		0.000	0.00
0069                          1010.01	6.46	1,430.000	9,237.80
EXCAVATION (ESTABLISHED QUANTITY)	m3	1,430.000	9,237.80
		1,430.000	9,237.80
		0.000	0.00
0070                          1043.50	2.40	1,029.000	2,469.60
RIPRAP FILTER FABRIC	m2	1,029.000	2,469.60
		603.800	1,449.12
		0.000	0.00
0071                          3050.15	299.87	141.300	42,371.63
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	141.300	42,371.63
		141.300	42,371.63
		0.000	0.00
0072                          3051.10	1.56	9,233.000	14,403.48
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	9,233.000	14,403.48
		9,233.000	14,403.48
		0.000	0.00
0073                          6000.10	2,309.38	1.000	2,309.38
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,309.38
		1.000	2,309.38
		0.000	0.00
0074                          6000.11	2,309.38	1.000	2,309.38
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,309.38
		1.000	2,309.38
		0.000	0.00
0075                          6005.60	296.63	16.000	4,746.08
ELASTOMERIC BEARING	EACH	16.000	4,746.08
		16.000	4,746.08
		0.000	0.00
0076                          6010.22	854.08	48.000	40,995.84
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	48.000	40,995.84
		48.810	41,687.65
		0.000	0.00
0077                          6010.26	554.43	103.800	57,549.83
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	103.800	57,549.83
		103.800	57,549.84
		0.000	0.00
0078                          6011.11	28,217.18	1.000	28,217.18
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	28,217.18
AT STA. 22+73.609		1.000	28,217.18
		0.000	0.00
0079                          6030.00	42,110.92	1.000	42,110.92
PREPARATION OF BRIDGE	EACH	1.000	42,110.92
AT STA. 22+73.609		1.000	42,110.92
		0.000	0.00
0080                          6081.00	36.35	29.000	1,054.15
STRUCTURAL STEEL FOR SUPERSTRUCTURE	kg	29.000	1,054.15
		29.000	1,054.15
		0.000	0.00
0081                          6105.02	27.92	988.000	27,584.96
ROCK RIPRAP, TYPE B	Mg	988.000	27,584.96
		581.000	16,221.52
		0.000	0.00
0082                          6131.50	1.87	14,408.000	26,942.96
EPOXY COATED REINFORCING STEEL	kg	14,408.000	26,942.96
		15,002.000	28,053.74
		0.000	0.00
0083                          6139.50	30.16	50.600	1,526.10
SUBSURFACE DRAINAGE MATTING	m2	50.600	1,526.10
		50.600	1,526.10
		0.000	0.00
0084                          6210.50	78.94	468.600	36,991.28
PIPE PILING	m	468.600	36,991.28
		499.800	39,454.21
		0.000	0.00
0085                          6510.55	23,703.92	1.000	23,703.92
TEMPORARY BRIDGE SHORING	LS	0.000	0.00
		0.000	0.00
		0.000	0.00
0086                          6616.65	528.11	12.000	6,337.32
BEARING DEVICE REPLACEMENT	EACH	12.000	6,337.32
		12.000	6,337.32
		0.000	0.00
0087                          8091.00	30.10	155.300	4,674.53
GRANULAR BACKFILL	m3	155.300	4,674.53
		155.300	4,674.53
		0.000	0.00
4002                          6952.02	19,554.07	0.000	0.00
SHOO-FLY	EACH	1.000	19,554.07
BRIDGE 6CO/SA #001		1.000	19,554.07
		0.000	0.00
GROUP 6 BRIDGE AT STA. 22+73.609		Contracted	417,436.35
		Current	413,286.50
		In place	405,077.30
		This Estimate	224.80
GROUP 6A BRIDGE AT STA. 35+42.651
0088                          0020.00	0.80	500.000	400.00
TRAINING	HOUR	500.000	400.00
		399.000	319.20
		399.000	319.20
0089                          0030.60	49,000.00	1.000	49,000.00
MOBILIZATION	LS	1.000	49,000.00
		1.000	49,000.00
		0.000	0.00
0090                          1010.01	3.91	2,365.000	9,247.15
EXCAVATION (ESTABLISHED QUANTITY)	m3	2,365.000	9,247.15
		2,000.000	7,820.00
		500.000	1,955.00
0091                          1043.50	2.34	1,102.000	2,578.68
RIPRAP FILTER FABRIC	m2	1,102.000	2,578.68
		500.000	1,170.00
		500.000	1,170.00
0092                          3050.15	299.87	141.600	42,461.59
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	141.600	42,461.59
		0.000	0.00
		0.000	0.00
0093                          3051.10	1.55	9,303.000	14,419.65
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	9,303.000	14,419.65
		0.000	0.00
		0.000	0.00
0094                          6000.10	2,309.38	1.000	2,309.38
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,309.38
		1.000	2,309.38
		0.000	0.00
0095                          6000.11	2,309.38	1.000	2,309.38
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,309.38
		1.000	2,309.38
		0.000	0.00
0096                          6000.20	2,309.38	1.000	2,309.38
PIER NO.1 EXCAVATION	LS	1.000	2,309.38
		1.000	2,309.38
		0.000	0.00
0097                          6000.21	2,309.38	1.000	2,309.38
PIER NO.2 EXCAVATION	LS	1.000	2,309.38
		1.000	2,309.38
		0.000	0.00
0098                          6005.35	163.43	29.800	4,870.21
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	29.800	4,870.21
		0.000	0.00
		0.000	0.00
0099                          6005.60	218.96	22.000	4,817.12
ELASTOMERIC BEARING	EACH	22.000	4,817.12
		6.000	1,313.76
		0.000	0.00
0100                          6010.22	484.14	100.200	48,510.83
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	100.200	48,510.83
		72.900	35,293.80
		0.000	0.00
0101                          6010.26	457.82	162.900	74,578.88
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	162.900	74,578.88
		0.000	0.00
		0.000	0.00
0102                          6011.11	33,727.68	1.000	33,727.68
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	33,727.68
AT STA. 35+42.651		1.000	33,727.68
		0.000	0.00
0103                          6030.00	46,371.66	1.000	46,371.66
PREPARATION OF BRIDGE	EACH	1.000	46,371.66
AT STA. 35+42.651		0.800	37,097.32
		0.400	18,548.66
0104                          6080.00	6.42	564.000	3,620.88
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	564.000	3,620.88
		564.000	3,620.88
		0.000	0.00
0105                          6081.00	6.42	94.000	603.48
STRUCTURAL STEEL FOR SUPERSTRUCTURE	kg	94.000	603.48
		0.000	0.00
		0.000	0.00
0106                          6105.02	27.31	1,058.000	28,893.98
ROCK RIPRAP, TYPE B	Mg	1,058.000	28,893.98
		159.050	4,343.66
		0.000	0.00
0107                          6131.50	1.29	24,171.000	31,180.59
EPOXY COATED REINFORCING STEEL	kg	24,171.000	31,180.59
		3,797.000	4,898.13
		0.000	0.00
0108                          6139.50	30.39	48.600	1,476.95
SUBSURFACE DRAINAGE MATTING	m2	48.600	1,476.95
		0.000	0.00
		0.000	0.00
0109                          6200.00	86.28	594.000	51,250.32
CONCRETE PILING	m	594.000	51,250.32
		316.800	27,333.50
		0.000	0.00
0110                          6510.55	24,995.68	1.000	24,995.68
TEMPORARY BRIDGE SHORING	LS	1.000	24,995.68
		0.000	0.00
		0.000	0.00
0111                          6616.65	528.11	10.000	5,281.10
BEARING DEVICE REPLACEMENT	EACH	10.000	5,281.10
		0.000	0.00
		0.000	0.00
0112                          8091.00	31.92	137.800	4,398.58
GRANULAR BACKFILL	m3	137.800	4,398.58
		0.000	0.00
		0.000	0.00
GROUP 6A BRIDGE AT STA. 35+42.651		Contracted	491,922.53
		Current	491,922.53
		In place	215,175.45
		This Estimate	21,992.86
GROUP 6B BRIDGE AT STA. 43+91.371
0113                          0020.00	0.80	500.000	400.00
TRAINING	HOUR	500.000	400.00
		0.000	0.00
		0.000	0.00
0114                          0030.60	51,000.00	1.000	51,000.00
MOBILIZATION	LS	1.000	51,000.00
		0.000	0.00
		0.000	0.00
0115                          1010.01	3.87	2,385.000	9,229.95
EXCAVATION (ESTABLISHED QUANTITY)	m3	2,385.000	9,229.95
		0.000	0.00
		0.000	0.00
0116                          1043.50	2.14	1,230.000	2,632.20
RIPRAP FILTER FABRIC	m2	1,230.000	2,632.20
		0.000	0.00
		0.000	0.00
0117                          3050.15	299.87	141.500	42,431.61
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	141.500	42,431.61
		0.000	0.00
		0.000	0.00
0118                          3051.10	2.14	9,303.000	19,908.42
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	9,303.000	19,908.42
		0.000	0.00
		0.000	0.00
0119                          6000.10	2,309.38	1.000	2,309.38
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,309.38
		0.000	0.00
		0.000	0.00
0120                          6000.11	2,309.38	1.000	2,309.38
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,309.38
		0.000	0.00
		0.000	0.00
0121                          6000.60	2,309.38	1.000	2,309.38
PIER NO.1 EXCAVATION	LS	1.000	2,309.38
		0.000	0.00
		0.000	0.00
0122                          6000.61	2,309.38	1.000	2,309.38
PIER NO.2 EXCAVATION	LS	1.000	2,309.38
		0.000	0.00
		0.000	0.00
0123                          6005.35	166.04	29.800	4,947.99
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	29.800	4,947.99
		0.000	0.00
		0.000	0.00
0124                          6005.60	218.96	22.000	4,817.12
ELASTOMERIC BEARING	EACH	22.000	4,817.12
		0.000	0.00
		0.000	0.00
0125                          6010.22	454.39	109.800	49,892.02
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	109.800	49,892.02
		13.235	6,013.85
		13.235	6,013.85
0126                          6010.26	445.60	169.500	75,529.20
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	169.500	75,529.20
		0.000	0.00
		0.000	0.00
0127                          6011.11	33,727.68	1.000	33,727.68
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	33,727.68
AT STA. 43+91.371		0.000	0.00
		0.000	0.00
0128                          6030.00	46,371.66	1.000	46,371.66
PREPARATION OF BRIDGE	EACH	1.000	46,371.66
AT STA. 43+91.371		0.000	0.00
		0.000	0.00
0129                          6080.00	16.05	652.000	10,464.60
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	652.000	10,464.60
		0.000	0.00
		0.000	0.00
0130                          6081.00	12.84	94.000	1,206.96
STRUCTURAL STEEL FOR SUPERSTRUCTURE	kg	94.000	1,206.96
		0.000	0.00
		0.000	0.00
0131                          6105.02	27.66	1,017.000	28,130.22
ROCK RIPRAP, TYPE B	Mg	1,017.000	28,130.22
		0.000	0.00
		0.000	0.00
0132                          6105.03	32.66	164.000	5,356.24
ROCK RIPRAP, TYPE C	Mg	164.000	5,356.24
		0.000	0.00
		0.000	0.00
0133                          6131.50	1.29	24,566.000	31,690.14
EPOXY COATED REINFORCING STEEL	kg	24,566.000	31,690.14
		675.000	870.75
		675.000	870.75
0134                          6139.50	30.70	49.600	1,522.72
SUBSURFACE DRAINAGE MATTING	m2	49.600	1,522.72
		0.000	0.00
		0.000	0.00
0135                          6200.00	86.04	561.000	48,268.44
CONCRETE PILING	m	561.000	48,268.44
		152.400	13,112.50
		152.400	13,112.50
0136                          6510.55	25,086.90	1.000	25,086.90
TEMPORARY BRIDGE SHORING	LS	1.000	25,086.90
		0.000	0.00
		0.000	0.00
0137                          6616.65	528.11	10.000	5,281.10
BEARING DEVICE REPLACEMENT	EACH	10.000	5,281.10
		0.000	0.00
		0.000	0.00
0138                          8091.00	31.70	140.100	4,441.17
GRANULAR BACKFILL	m3	140.100	4,441.17
		0.000	0.00
		0.000	0.00
GROUP 6B BRIDGE AT STA. 43+91.371		Contracted	511,573.86
		Current	511,573.86
		In place	19,997.10
		This Estimate	19,997.10
GROUP 6C BRIDGE AT STA. 61+83.515
0139                          0020.00	0.80	500.000	400.00
TRAINING	HOUR	500.000	400.00
		0.000	0.00
		0.000	0.00
0140                          0030.60	47,000.00	1.000	47,000.00
MOBILIZATION	LS	1.000	47,000.00
		0.000	0.00
		0.000	0.00
0141                          1010.01	6.89	1,340.000	9,232.60
EXCAVATION (ESTABLISHED QUANTITY)	m3	1,340.000	9,232.60
		0.000	0.00
		0.000	0.00
0142                          1043.50	3.09	718.000	2,218.62
RIPRAP FILTER FABRIC	m2	718.000	2,218.62
		0.000	0.00
		0.000	0.00
0143                          3050.15	299.87	141.400	42,401.62
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	141.400	42,401.62
		0.000	0.00
		0.000	0.00
0144                          3051.10	2.14	9,265.000	19,827.10
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	9,265.000	19,827.10
		0.000	0.00
		0.000	0.00
0145                          6000.10	2,309.38	1.000	2,309.38
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,309.38
		0.000	0.00
		0.000	0.00
0146                          6000.11	2,309.38	1.000	2,309.38
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,309.38
		0.000	0.00
		0.000	0.00
0147                          6000.60	2,309.38	1.000	2,309.38
PIER NO.1 EXCAVATION	LS	1.000	2,309.38
		0.000	0.00
		0.000	0.00
0148                          6000.61	2,309.38	1.000	2,309.38
PIER NO.2 EXCAVATION	LS	1.000	2,309.38
		0.000	0.00
		0.000	0.00
0149                          6005.35	168.43	28.990	4,882.79
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	28.990	4,882.79
		0.000	0.00
		0.000	0.00
0150                          6005.60	218.96	22.000	4,817.12
ELASTOMERIC BEARING	EACH	22.000	4,817.12
		0.000	0.00
		0.000	0.00
0151                          6010.22	446.72	131.000	58,520.32
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	131.000	58,520.32
		0.000	0.00
		0.000	0.00
0152                          6010.26	481.34	132.800	63,921.95
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	132.800	63,921.95
		0.000	0.00
		0.000	0.00
0153                          6011.11	20,437.00	1.000	20,437.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	20,437.00
AT STA. 61+83.515		0.000	0.00
		0.000	0.00
0154                          6030.00	49,046.66	1.000	49,046.66
PREPARATION OF BRIDGE	EACH	1.000	49,046.66
AT STA. 61+83.515		0.000	0.00
		0.000	0.00
0155                          6105.02	29.75	620.000	18,445.00
ROCK RIPRAP, TYPE B	Mg	620.000	18,445.00
		0.000	0.00
		0.000	0.00
0156                          6105.03	52.54	68.000	3,572.72
ROCK RIPRAP, TYPE C	Mg	68.000	3,572.72
		0.000	0.00
		0.000	0.00
0157                          6131.50	1.29	21,803.000	28,125.87
EPOXY COATED REINFORCING STEEL	kg	21,803.000	28,125.87
		0.000	0.00
		0.000	0.00
0158                          6139.50	32.22	47.000	1,514.34
SUBSURFACE DRAINAGE MATTING	m2	47.000	1,514.34
		0.000	0.00
		0.000	0.00
0159                          6210.50	71.05	753.000	53,500.65
PIPE PILING	m	753.000	53,500.65
		0.000	0.00
		0.000	0.00
0160                          6510.55	24,233.57	1.000	24,233.57
TEMPORARY BRIDGE SHORING	LS	1.000	24,233.57
		0.000	0.00
		0.000	0.00
0161                          6616.65	528.11	10.000	5,281.10
BEARING DEVICE REPLACEMENT	EACH	10.000	5,281.10
		0.000	0.00
		0.000	0.00
0162                          8091.00	31.66	140.500	4,448.23
GRANULAR BACKFILL	m3	140.500	4,448.23
		0.000	0.00
		0.000	0.00
GROUP 6C BRIDGE AT STA. 61+83.515		Contracted	471,064.78
		Current	471,064.78
		In place	0.00
		This Estimate	0.00
GROUP 7 GUARDRAIL
0163                          0030.70	1,078.46	1.000	1,078.46
MOBILIZATION	LS	1.000	1,078.46
		0.769	829.58
		0.000	0.00
0164                          7001.50	524.30	4.000	2,097.20
CULVERT MOUNTED GUARDRAIL POST	EACH	4.000	2,097.20
		0.000	0.00
		0.000	0.00
0165                          7011.20	40.39	474.360	19,159.40
W-BEAM GUARDRAIL	m	474.360	19,159.40
		45.720	1,846.64
		0.000	0.00
0166                          7015.00	24.61	425.000	10,459.25
CABLE GUARDRAIL	m	425.000	10,459.25
		0.000	0.00
		0.000	0.00
0167                          7019.50	15,220.75	1.000	15,220.75
IMPACT ATTENUATOR	EACH	1.000	15,220.75
		0.000	0.00
		0.000	0.00
0168                          7020.00	1,016.50	15.000	15,247.50
BRIDGE APPROACH SECTIONS	EACH	15.000	15,247.50
		4.000	4,066.00
		0.000	0.00
0169                          7023.00	1,605.00	4.000	6,420.00
TERMINAL ANCHORAGE SECTIONS	EACH	4.000	6,420.00
		0.000	0.00
		0.000	0.00
0170                          7024.27	1,471.25	25.000	36,781.25
GUARDRAIL END TREATMENT, TYPE II	EACH	25.000	36,781.25
		4.000	5,885.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	106,463.81
		Current	106,463.81
		In place	12,627.22
		This Estimate	0.00
GROUP 8B ELECTRICAL
0171                          A001.12	321.00	2.000	642.00
PULL BOX, TYPE PB-5	EACH	2.000	642.00
		0.000	0.00
		0.000	0.00
0172                          A009.16	2,270.54	4.000	9,082.16
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.20	EACH	4.000	9,082.16
		0.000	0.00
		0.000	0.00
0173                          A020.10	1,284.00	1.000	1,284.00
LIGHTING CONTROL CENTER, TYPE D	EACH	1.000	1,284.00
		0.000	0.00
		0.000	0.00
0174                          A070.10	6.42	146.000	937.32
38 mm CONDUIT IN TRENCH	m	146.000	937.32
		0.000	0.00
		0.000	0.00
0175                          A074.12	48.15	42.000	2,022.30
38 mm CONDUIT, JACKED	m	42.000	2,022.30
		0.000	0.00
		0.000	0.00
0176                          A080.22	1.61	188.000	302.68
STREET LIGHTING CABLE, NO. 6 BARE	m	188.000	302.68
		0.000	0.00
		0.000	0.00
0177                          A080.24	3.21	376.000	1,206.96
STREET LIGHTING CABLE, NO. 6 USE	m	376.000	1,206.96
		0.000	0.00
		0.000	0.00
0178                          0030.81	1,337.50	1.000	1,337.50
MOBILIZATION	LS	1.000	1,337.50
		0.000	0.00
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	16,814.92
		Current	16,814.92
		In place	0.00
		This Estimate	0.00
GROUP 9 BITUMINOUS
0179                          L001.01	1,543.49	3.000	4,630.47
SEEDING, TYPE A	ha	3.000	4,630.47
		1.320	2,037.41
		0.000	0.00
0180                          L001.02	976.40	1.000	976.40
SEEDING, TYPE B	ha	1.000	976.40
		0.000	0.00
		0.000	0.00
0181                          L032.75	74.90	18.000	1,348.20
MULCH	Mg	18.000	1,348.20
		11.620	870.34
		0.000	0.00
0182                          0002.55	24.08	289.860	6,979.83
OVERLAY BROKEN LINES	StaM	289.860	6,979.83
		1.830	44.07
		0.000	0.00
0183                          0002.60	24.08	579.720	13,959.66
OVERLAY SOLID LINES	StaM	579.720	13,959.66
		31.830	766.47
		0.000	0.00
0184                          0030.90	25,980.67	1.000	25,980.67
MOBILIZATION	LS	1.000	25,980.67
		0.000	0.00
		0.000	0.00
0185                          2001.03	26.12	56.000	1,462.72
GRAVEL SURFACE COURSE	Mg	56.000	1,462.72
		132.260	3,454.63
		0.000	0.00
0186                          2021.00	53.50	13.000	695.50
MAILBOX POST	EACH	13.000	695.50
		0.000	0.00
		0.000	0.00
0187                          3040.12	151.57	50.100	7,593.66
CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH	m2	50.100	7,593.66
		2.000	303.14
		0.000	0.00
0188                          3040.13	139.80	114.300	15,979.14
CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH	m2	114.300	15,979.14
		0.000	0.00
		0.000	0.00
0189                          3221.05	123.16	413.900	50,975.92
CONCRETE PAVEMENT, CLASS PR-25	m2	413.900	50,975.92
JOINT REPAIR		0.000	0.00
		0.000	0.00
0190                          9000.75	14.23	100.000	1,423.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	100.000	1,423.00
SPS		0.000	0.00
		0.000	0.00
0191                          9005.00	39.22	300.000	11,766.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	300.000	11,766.00
SP4(12.5)		188.200	7,381.20
		0.000	0.00
0192                          9005.23	19.25	7,490.000	144,182.50
ASPHALTIC CONCRETE, TYPE SPS	Mg	7,490.000	144,182.50
		0.000	0.00
		0.000	0.00
0193                          9005.45	23.01	19,950.000	459,049.50
ASPHALTIC CONCRETE, TYPE SP4(12.5)	Mg	19,950.000	459,049.50
		1,940.310	44,646.53
		0.000	0.00
0194                          9009.00	3.21	3,910.000	12,551.10
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	3,910.000	12,551.10
		409.200	1,313.53
		0.000	0.00
0195                          9020.92	212.93	5.400	1,149.82
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING	Mg	5.400	1,149.82
		0.000	0.00
		0.000	0.00
0196                          9021.01	212.93	1,093.500	232,838.96
PERFORMANCE GRADED BINDER (64-22)	Mg	1,093.500	232,838.96
		77.690	16,542.53
		77.690	16,542.53
0197                          9021.03	212.93	404.460	86,121.67
PERFORMANCE GRADED BINDER (58-28)	Mg	404.460	86,121.67
		0.000	0.00
		0.000	0.00
0198                          9034.00	3.21	614.000	1,970.94
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	614.000	1,970.94
		204.600	656.77
		-204.600	-656.77
0199                          9053.00	0.24	93,760.000	22,502.40
TACK COAT	L	93,760.000	22,502.40
		0.000	0.00
		0.000	0.00
0200                          9111.00	2.85	614.000	1,749.90
WATER	kL	614.000	1,749.90
		0.000	0.00
		0.000	0.00
0201                          9170.00	168.92	181.870	30,721.48
EARTH SHOULDER CONSTRUCTION	StaM	181.870	30,721.48
		10.378	1,753.05
		0.000	0.00
0202                          9173.00	1,086.39	5.680	6,170.70
SUBGRADE PREPARATION	StaM	5.680	6,170.70
		4.230	4,595.43
		0.000	0.00
0203                          9173.20	3.48	508.000	1,767.84
SUBGRADE PREPARATION	m2	508.000	1,767.84
		0.000	0.00
		0.000	0.00
0204                          9179.23	552.12	93.721	51,745.24
COLD MILLING, CLASS 3	StaM	93.721	51,745.24
		1.150	634.94
		0.000	0.00
0205                          9188.50	16.75	2,908.000	48,709.00
SURFACING UNDER GUARDRAIL	m2	2,908.000	48,709.00
		379.500	6,356.63
		0.000	0.00
0206                          9300.52	3,210.00	1.000	3,210.00
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D	LS	1.000	3,210.00
		0.000	0.00
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	1,248,212.21
		Current	1,248,212.21
		In place	91,356.67
		This Estimate	15,885.76
GROUP 10 GENERAL ITEMS
0207                          0001.08	0.50	26,000.000	13,000.00
BARRICADE, TYPE II	BDAY	26,000.000	13,000.00
		6,580.000	3,290.00
		797.000	398.50
0208                          0001.10	2.14	5,978.000	12,792.92
BARRICADE, TYPE III	BDAY	5,978.000	12,792.92
		5,477.000	11,720.78
		556.000	1,189.84
0209                          0001.75	5.35	560.000	2,996.00
TEMPORARY SIGN DAY	EACH	560.000	2,996.00
		4.000	21.40
		0.000	0.00
0210                          0001.90	0.27	38,544.000	10,406.88
SIGN DAY	EACH	38,544.000	10,406.88
		9,227.000	2,491.29
		1,043.000	281.61
0211                          0002.30	2.14	700.000	1,498.00
PAVEMENT MARKING REMOVAL	m	700.000	1,498.00
		260.000	556.40
		186.000	398.04
0212                          0002.44	1.07	10,000.000	10,700.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT	m	10,000.000	10,700.00
		10,202.200	10,916.35
		3,134.200	3,353.59
0213                          0002.47	0.27	700.000	189.00
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION	m	700.000	189.00
		0.000	0.00
		0.000	0.00
0214                          0003.10	274.39	80.000	21,951.20
FLAGGING	DAY	80.000	21,951.20
		6.000	1,646.36
		2.000	548.78
0215                          0003.20	399.11	30.000	11,973.30
FURNISHING AND OPERATING PILOT VEHICLE	DAY	30.000	11,973.30
		0.000	0.00
		0.000	0.00
0216                          0003.51	25.68	374.000	9,604.32
INSTALL CONCRETE PROTECTION BARRIER	m	209.000	5,367.12
		168.000	4,314.24
		168.000	4,314.24
0217                          0003.56	10.16	1,026.000	10,424.16
RELOCATE CONCRETE PROTECTION BARRIER	m	861.000	8,747.76
		0.000	0.00
		0.000	0.00
0218                          0003.75	11,235.00	4.000	44,940.00
TEMPORARY TRAFFIC SIGNAL	EACH	3.000	33,705.00
		2.000	22,470.00
		0.000	0.00
0219                          0010.04	4,012.50	1.000	4,012.50
FIELD OFFICE	EACH	1.000	4,012.50
		1.000	4,012.50
		0.000	0.00
0220                          0030.00	10,225.56	1.000	10,225.56
MOBILIZATION	LS	1.000	10,225.56
		0.743	7,603.62
		0.000	0.00
0221                          9110.01	82.71	40.000	3,308.40
RENTAL OF LOADER, FULLY OPERATED	HOUR	40.000	3,308.40
		0.000	0.00
		0.000	0.00
0222                          9110.02	71.33	30.000	2,139.90
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	30.000	2,139.90
		0.000	0.00
		0.000	0.00
0223                          9110.03	55.96	40.000	2,238.40
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	40.000	2,238.40
		0.000	0.00
		0.000	0.00
0224                          9110.07	40.13	40.000	1,605.20
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	40.000	1,605.20
		34.250	1,374.45
		0.000	0.00
4000                          0025.10	4,264.05	0.000	0.00
VALUE ENGINEERING ADJUSTMENT	LS	1.000	4,264.05
SHOOFLY CONSTRUCTION - BRIDGE 6CO/SA #001		1.000	4,264.05
		0.000	0.00
4001                          6952.02	14,104.57	0.000	0.00
SHOO-FLY	EACH	1.000	14,104.57
BRIDGE 6 - CATAGORY 0101CO/SA #001		1.000	14,104.57
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	174,005.74
		Current	175,225.76
		In place	88,786.01
		This Estimate	10,484.60
Totals for contract		Contracted	4,244,619.96
		Current	4,257,688.08
		In place	1,140,251.64
		This Estimate	89,773.19