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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	2283 PERRETT CONSTRUCTION LTD.
Contract ID:	5046
Estimate Number:	0015
Pay Period End Date:	08.09.2003

Contract Location:
NIOBRARA RIVER SOUTH OF RUSHVILLE	Estimate Type:	PROG
Contractor:
PERRETT CONSTRUCTION LTD.	Date Let:	08.01.2002
120 S MACOMB ST	Date Awarded:	08.05.2002
PO BOX 32	Date Contract Executed:	08.19.2002
	Date Notice to Proceed:	08.19.2002
VALENTINE NE 69201	Date Work Began:
Phone:	Date Physical Work Completed:
(402)376-3797	Date Accepted:
Escrow Agent:
Surety Co:
UNITED STATES FIDELITY AND GUARANTY COMPANY

Counties
SHERIDAN

Project Number		PCT			Fed State Project Number		Description
51046 000		0.000			EACSTPD-250-4(101)		GR CULV BR GDRL BIT
51121 000		0.000			S-87-4(1010)		GR CULV BIT
51122 000		0.000			S-250-4(1002)		GR CULV BR GDRL BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$2,024,652.06	$1,787,211.06	$237,441.00
$2,717,890.47	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$2,024,652.06	$1,787,211.06	$237,441.00
$2,690,897.68	Retainage	$-20,246.51	$-17,872.11	$-2,374.40
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
74.49%	Net Earnings	$2,004,405.55	$1,769,338.95	$235,066.60
	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	$626.99	$626.99	$.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	$626.99	$626.99	$.00
	Payment	$2,005,032.54	$1,769,965.94	$235,066.60
Project Manager			Div. Head/Dist. Eng.
Carnahan, Brian	08.12.2003		Hoevet, Doug	08.15.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	08.15.2003
Controller Div. Processed
Burling, Laurie	08.18.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0002
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0059	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Initial Payment	9,988.61	3-108-C
		Structrual Steel for Substructure
0064	6310.00	STEEL SHEET PILING
		S.P. Initial Payment	26,888.73	3-108-C
		Steel Sheet Piling
		Total for estimate 0002:	36,877.34
Est Nbr:	0003
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0053	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Initial Payment	5,000.00	E23089
		Expansion Bearing, TFE Type
0054	6005.83	FIXED BEARING
		S.P. Initial Payment	3,777.28	E23089
		Fixed Bearing
0061	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	37,977.47	08072
		Epoxy Coated Re-Steel
		Total for estimate 0003:	46,754.75
Est Nbr:	0004
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0061	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,672.80	08072
		Epoxy Coated Re-Steel
0064	6310.00	STEEL SHEET PILING
		S.P. Adjustment	-26,888.73	3-108-C
		Steel Sheet Piling
		Total for estimate 0004:	-28,561.53
Est Nbr:	0005
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0059	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Adjustment	-5,163.20	3-108-C
		Structrual Steel for Substructure
0061	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,622.21	08072
		Epoxy Coated Re-Steel
		Total for estimate 0005:	-6,785.41
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0059	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Adjustment	-4,825.41	3-108-C
		Structrual Steel for Substructure
0061	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-2,944.70	08072
		Epoxy Coated Re-Steel
		Total for estimate 0006:	-7,770.11
Est Nbr:	0007
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0053	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Adjustment	-5,000.00	E23089
		Expansion Bearing, TFE Type
0054	6005.83	FIXED BEARING
		S.P. Adjustment	-3,777.28	E23089
		Fixed Bearing
0061	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,026.05	08072
		Epoxy Coated Re-Steel
		Total for estimate 0007:	-9,803.33
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0061	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,342.80	08072
		Epoxy Coated Re-Steel
		Total for estimate 0008:	-1,342.80
Est Nbr:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0061	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-16,378.25	08072
		Epoxy Coated Re-Steel
		Total for estimate 0009:	-16,378.25
Est Nbr:	0010
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0061	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-12,990.66	08072
		Epoxy Coated Re-Steel
		Total for estimate 0010:	-12,990.66
Est Nbr:	0007
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0114	6071.11	STEEL SUPERSTRUCTURE
		S.P. Initial Payment	102,165.00	011119
		Steel Super Structure
		Total for estimate 0007:	102,165.00
Est Nbr:	0013
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0114	6071.11	STEEL SUPERSTRUCTURE
		S.P. Adjustment	-102,165.00	011119
		Steel Super Structure
		Total for estimate 0013:	-102,165.00
		Total remaining for contract:	0.00

			1. Contracted
			2. Current
			3. To date
Item Nbr        Item Code	Unit Price		4. This Est
Item Description	Units	Qty	Amount
GROUP 1 GRADING
0002                          L020.01	7.00	2,861.000	20,027.00
EROSION CONTROL, TYPE A	m2	2,861.000	20,027.00
		0.000	0.00
		0.000	0.00
0003                          L020.08	9.00	501.000	4,509.00
EROSION CONTROL, TYPE AA	m2	501.000	4,509.00
		0.000	0.00
		0.000	0.00
0004                          L020.09	14.00	176.000	2,464.00
EROSION CONTROL, TYPE AAA	m2	176.000	2,464.00
		0.000	0.00
		0.000	0.00
0005                          L020.20	0.60	6,310.000	3,786.00
SLOPE PROTECTION NETTING	m2	6,310.000	3,786.00
		4,265.900	2,559.54
		0.000	0.00
0007                          L021.11	35.00	324.000	11,340.00
EROSION CHECKS, TYPE ST-A	BALE	324.000	11,340.00
		0.000	0.00
		0.000	0.00
0008                          L022.25	11.00	595.000	6,545.00
FABRIC SILT FENCE, TYPE COIR FIBER	m	595.000	6,545.00
		460.600	5,066.60
		0.000	0.00
0010                          0030.10	20,045.70	1.000	20,045.70
MOBILIZATION	LS	1.000	20,045.70
		1.000	20,045.70
		0.000	0.00
0011                          1000.00	225.00	52.000	11,700.00
LARGE TREE REMOVAL	EACH	52.000	11,700.00
		38.000	8,550.00
		0.000	0.00
0012                          1009.00	1,666.67	1.000	1,666.67
GENERAL CLEARING AND GRUBBING	LS	1.000	1,666.67
		1.000	1,666.67
		0.000	0.00
0013                          1010.00	1.70	70,622.000	120,057.40
EXCAVATION	m3	70,622.000	120,057.40
		65,959.000	112,130.30
		0.000	0.00
0015                          1011.00	0.01	3,704.000	37.04
WATER	kL	3,704.000	37.04
		193.200	1.93
		0.000	0.00
0016                          1012.00	100.00	18.000	1,800.00
RIGHT-OF-WAY MARKERS	EACH	18.000	1,800.00
		29.000	2,900.00
		0.000	0.00
0018                          1040.00	0.40	52,139.000	20,855.60
SLOPE PROTECTION	m2	52,139.000	20,855.60
		9,749.000	3,899.60
		0.000	0.00
0020                          1040.06	120.00	64.000	7,680.00
SLOPE PROTECTION MULCH	Mg	64.000	7,680.00
		10.700	1,284.00
		0.000	0.00
0021                          1041.00	0.55	63,688.000	35,028.40
SALVAGING AND PLACING TOPSOIL	m2	63,688.000	35,028.40
		0.000	0.00
		0.000	0.00
0024                          1701.24	41.20	117.000	4,820.40
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	117.000	4,820.40
		117.000	4,820.40
		0.000	0.00
0025                          2001.00	41.00	594.000	24,354.00
GRAVEL SURFACE COURSE	m3	594.000	24,354.00
		412.580	16,915.78
		0.000	0.00
0026                          2009.10	310.00	11.203	3,472.93
GRAVEL EMBEDMENT	StaM	11.203	3,472.93
		0.000	0.00
		0.000	0.00
0027                          7017.00	12.00	87.300	1,047.60
REMOVE GUARDRAIL	m	87.300	1,047.60
		0.000	0.00
		0.000	0.00
GROUP 1 GRADING		Contracted	301,236.74
		Current	301,236.74
		In place	179,840.52
		This Estimate	0.00
GROUP 4 CULVERTS
0028                          P070.24	88.00	50.200	4,417.60
600 mm CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	50.200	4,417.60
		26.100	2,296.80
		26.100	2,296.80
0029                          P300.36	115.00	18.800	2,162.00
900 mm CULVERT PIPE, TYPE 3,4 OR 5	m	18.800	2,162.00
		17.000	1,955.00
		0.000	0.00
0031                          0030.40	11,506.21	1.000	11,506.21
MOBILIZATION	LS	1.000	11,506.21
		0.378	4,349.35
		0.000	0.00
0032                          4040.00	100.00	2.000	200.00
REMOVE HEADWALLS FROM CULVERTS	EACH	2.000	200.00
		2.000	200.00
		0.000	0.00
0033                          4044.00	2,000.00	1.000	2,000.00
PREPARATION OF STRUCTURE	EACH	1.000	2,000.00
AT STA. 118+62.5		1.000	2,000.00
		1.000	2,000.00
0034                          4050.01	15.00	129.000	1,935.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	129.000	1,935.00
		74.000	1,110.00
		63.000	945.00
0035                          4051.01	18.00	45.000	810.00
EXCAVATION FOR BOX CULVERTS	m3	45.000	810.00
		45.000	810.00
		45.000	810.00
0036                          4101.06	480.00	37.700	18,096.00
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	37.700	18,096.00
		0.000	0.00
		0.000	0.00
0037                          4151.00	0.70	2,074.000	1,451.80
REINFORCING STEEL FOR BOX CULVERT	kg	2,074.000	1,451.80
		0.000	0.00
		0.000	0.00
0038                          4310.36	460.00	2.000	920.00
900 mm FLARED-END SECTION	EACH	2.000	920.00
		2.000	920.00
		0.000	0.00
GROUP 4 CULVERTS		Contracted	43,498.61
		Current	43,498.61
		In place	13,641.15
		This Estimate	6,051.80
GROUP 6 BRIDGE AT STA. 110+74.5
0044                          0030.60	45,000.00	1.000	45,000.00
MOBILIZATION	LS	1.000	45,000.00
		1.000	45,000.00
		0.000	0.00
0045                          1010.01	12.00	415.000	4,980.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	415.000	4,980.00
		415.000	4,980.00
		0.000	0.00
0046                          1043.50	4.00	327.000	1,308.00
RIPRAP FILTER FABRIC	m2	327.000	1,308.00
		327.000	1,308.00
		0.000	0.00
0047                          3050.15	425.00	119.000	50,575.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	119.000	50,575.00
		117.600	49,980.00
		0.000	0.00
0048                          3051.10	1.45	8,020.000	11,629.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	8,020.000	11,629.00
		8,020.000	11,629.00
		0.000	0.00
0049                          6000.10	15,000.00	1.000	15,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	15,000.00
		1.000	15,000.00
		0.000	0.00
0050                          6000.11	15,000.00	1.000	15,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	15,000.00
		1.000	15,000.00
		0.000	0.00
0051                          6001.00	35,000.00	1.000	35,000.00
BENT NO.1 EXCAVATION	LS	1.000	35,000.00
		1.000	35,000.00
		0.000	0.00
0052                          6005.35	175.00	23.000	4,025.00
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	23.000	4,025.00
		23.000	4,025.00
		0.000	0.00
0053                          6005.78	850.00	8.000	6,800.00
EXPANSION BEARING, TFE TYPE	EACH	8.000	6,800.00
		8.000	6,800.00
		0.000	0.00
0054                          6005.83	650.00	8.000	5,200.00
FIXED BEARING	EACH	8.000	5,200.00
		8.000	5,200.00
		0.000	0.00
0055                          6010.22	490.00	158.200	77,518.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	158.200	77,518.00
		158.200	77,518.00
		0.000	0.00
0056                          6010.26	495.00	266.900	132,115.50
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	266.900	132,115.50
		282.200	139,689.00
		0.000	0.00
0057                          6011.11	250,000.00	1.000	250,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	250,000.00
AT STA. 110+74.5		1.000	250,000.00
		0.000	0.00
0058                          6040.00	25,000.00	1.000	25,000.00
REMOVE STRUCTURE	EACH	1.000	25,000.00
AT STA. 110+70, 21.21 m LEFT		0.000	0.00
		0.000	0.00
0059                          6080.00	4.00	3,785.000	15,140.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	3,785.000	15,140.00
		3,785.000	15,140.00
		0.000	0.00
0060                          6104.00	30.00	300.000	9,000.00
BROKEN CONCRETE RIPRAP	Mg	300.000	9,000.00
		296.600	8,898.00
		0.000	0.00
0061                          6131.50	1.45	51,155.000	74,174.75
EPOXY COATED REINFORCING STEEL	kg	53,900.000	78,155.00
		54,927.000	79,644.15
		937.000	1,358.65
0062                          6139.50	18.00	66.000	1,188.00
SUBSURFACE DRAINAGE MATTING	m2	66.000	1,188.00
		66.000	1,188.00
		0.000	0.00
0063                          6210.50	94.00	847.200	79,636.80
PIPE PILING	m	847.200	79,636.80
		730.178	68,636.73
		0.000	0.00
0064                          6310.00	125.00	335.200	41,900.00
STEEL SHEET PILING	m2	335.200	41,900.00
		335.200	41,900.00
		0.000	0.00
0065                          8091.00	48.00	266.800	12,806.40
GRANULAR BACKFILL	m3	266.800	12,806.40
		271.000	13,008.00
		0.000	0.00
601                           6210.60	56.40	0.000	0.00
PAY CUT-OFF FOR PIPE PILE	m	160.000	9,024.00
Niobrara Bridge Cut-Off Pipe Pile		116.812	6,588.20
		0.000	0.00
603                           4976.05	2,017.37	0.000	0.00
ADDITIONAL WORK	LS	1.000	2,017.37
Adjust shims due to Lincoln error		1.000	2,017.37
		1.000	2,017.37
604                           0095.00	1,450.00	0.000	0.00
ADDITIONAL FREIGHT	LS	1.000	1,450.00
Bill of Bars error		1.000	1,450.00
		1.000	1,450.00
GROUP 6 BRIDGE AT STA. 110+74.5		Contracted	912,996.45
		Current	929,468.07
		In place	899,599.45
		This Estimate	4,826.02
GROUP 7 GUARDRAIL
0122                          0030.70	4,430.47	1.000	4,430.47
MOBILIZATION	LS	1.000	4,430.47
		0.000	0.00
		0.000	0.00
0123                          7011.20	48.00	34.300	1,646.40
W-BEAM GUARDRAIL	m	34.300	1,646.40
		0.000	0.00
		0.000	0.00
0124                          7020.00	1,250.00	4.000	5,000.00
BRIDGE APPROACH SECTIONS	EACH	4.000	5,000.00
		0.000	0.00
		0.000	0.00
0125                          7024.27	1,650.00	4.000	6,600.00
GUARDRAIL END TREATMENT, TYPE II	EACH	4.000	6,600.00
		0.000	0.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	17,676.87
		Current	17,676.87
		In place	0.00
		This Estimate	0.00
GROUP 9 BITUMINOUS
0126                          P402.15	105.00	134.200	14,091.00
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	134.200	14,091.00
		0.000	0.00
		0.000	0.00
0127                          0002.55	35.00	16.620	581.70
OVERLAY BROKEN LINES	StaM	16.620	581.70
		0.000	0.00
		0.000	0.00
0128                          0030.90	40,744.52	1.000	40,744.52
MOBILIZATION	LS	1.000	40,744.52
		1.000	40,744.52
		1.000	40,744.52
0129                          1020.03	8.00	32.000	256.00
DELINEATOR, TYPE III	EACH	32.000	256.00
		0.000	0.00
		0.000	0.00
0130                          1020.20	25.00	16.000	400.00
INSTALL CHEVRONS	EACH	16.000	400.00
		0.000	0.00
		0.000	0.00
0131                          2020.00	36.00	42.000	1,512.00
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS	m2	42.000	1,512.00
		0.000	0.00
		0.000	0.00
0133                          2021.00	50.00	3.000	150.00
MAILBOX POST	EACH	3.000	150.00
		0.000	0.00
		0.000	0.00
0134                          4004.50	4.40	2,592.000	11,404.80
CAST IRON GRATE AND FRAME	kg	2,592.000	11,404.80
		0.000	0.00
		0.000	0.00
0135                          4105.59	700.00	16.160	11,312.00
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	16.160	11,312.00
		0.000	0.00
		0.000	0.00
0136                          4155.50	8.00	683.600	5,468.80
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	683.600	5,468.80
		0.000	0.00
		0.000	0.00
0137                          7502.04	6.20	3,570.000	22,134.00
100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4	m	3,570.000	22,134.00
		0.000	0.00
		0.000	0.00
0138                          7503.04	6.35	3,235.000	20,542.25
100 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4	m	3,235.000	20,542.25
		0.000	0.00
		0.000	0.00
0139                          8008.00	48.00	261.000	12,528.00
ARMOR COAT AGGREGATE	m3	261.000	12,528.00
		0.000	0.00
		0.000	0.00
0140                          8051.00	22.00	168.000	3,696.00
SOIL BINDER	m3	168.000	3,696.00
		0.000	0.00
		0.000	0.00
0141                          8070.08	16.00	621.000	9,936.00
MINERAL FILLER FOR BITUMINOUS SAND BASE COURSE	m3	621.000	9,936.00
		0.000	0.00
		0.000	0.00
0142                          9004.90	3.85	3,378.000	13,005.30
COLD IN-PLACE RECYCLING	m2	3,378.000	13,005.30
		0.000	0.00
		0.000	0.00
0143                          9005.21	15.00	500.000	7,500.00
PATCHING BITUMINOUS SAND	m2	500.000	7,500.00
		0.000	0.00
		0.000	0.00
0145                          9030.00	16.00	1,200.000	19,200.00
CONSTRUCTING ASPHALTIC CONCRETE CURB	m	1,200.000	19,200.00
		0.000	0.00
		0.000	0.00
0146                          9052.00	345.00	44.704	15,422.88
ARMOR COAT EMULSIFIED ASPHALT	kL	44.704	15,422.88
		0.000	0.00
		0.000	0.00
0147                          9052.50	345.00	279.478	96,419.91
BITUMINOUS SAND BASE COURSE EMULSIFIED ASPHALT	kL	279.478	96,419.91
		232.017	80,045.87
		232.017	80,045.87
0148                          9053.20	1.25	1,800.000	2,250.00
FOG SEAL	L	1,800.000	2,250.00
		0.000	0.00
		0.000	0.00
0149                          9053.90	0.34	104,467.000	35,518.78
EMULSIFIED ASPHALT FOR COLD IN-PLACE RECYCLING	L	104,467.000	35,518.78
		0.000	0.00
		0.000	0.00
0150                          9111.00	4.00	252.000	1,008.00
WATER	kL	252.000	1,008.00
		112.800	451.20
		112.800	451.20
0151                          9111.25	8.00	80.000	640.00
WATER FOR COLD IN-PLACE RECYCLING, APPLIED	kL	80.000	640.00
		0.000	0.00
		0.000	0.00
0152                          9170.00	265.00	7.400	1,961.00
EARTH SHOULDER CONSTRUCTION	StaM	7.400	1,961.00
		0.000	0.00
		0.000	0.00
0153                          9179.24	1,875.00	10.347	19,400.63
COLD MILLING, CLASS 4	StaM	10.347	19,400.63
		7.480	14,025.00
		0.000	0.00
0154                          9188.01	12.00	720.000	8,640.00
BITUMINOUS SURFACE COURSE	m2	720.000	8,640.00
		0.000	0.00
		0.000	0.00
0155                          9188.50	32.00	218.000	6,976.00
SURFACING UNDER GUARDRAIL	m2	218.000	6,976.00
		0.000	0.00
		0.000	0.00
0156                          9261.00	2,200.00	14.418	31,719.60
BITUMINOUS SAND BASE COURSE	StaM	14.418	31,719.60
		0.000	0.00
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	414,419.17
		Current	414,419.17
		In place	135,266.59
		This Estimate	121,241.59
GROUP 10 GENERAL ITEMS
0157                          0001.08	0.50	3,200.000	1,600.00
BARRICADE, TYPE II	BDAY	3,200.000	1,600.00
		3,842.000	1,921.00
		756.000	378.00
0158                          0001.10	1.65	3,350.000	5,527.50
BARRICADE, TYPE III	BDAY	3,350.000	5,527.50
		1,154.000	1,904.10
		220.000	363.00
0159                          0001.30	1.35	866.000	1,169.10
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	866.000	1,169.10
		0.000	0.00
		0.000	0.00
0160                          0001.75	10.00	60.000	600.00
TEMPORARY SIGN DAY	EACH	60.000	600.00
		174.000	1,740.00
		0.000	0.00
0161                          0001.90	0.35	9,322.000	3,262.70
SIGN DAY	EACH	9,322.000	3,262.70
		4,225.000	1,478.75
		574.000	200.90
0162                          0002.30	2.00	900.000	1,800.00
PAVEMENT MARKING REMOVAL	m	900.000	1,800.00
		692.000	1,384.00
		0.000	0.00
0164                          0002.39	2.00	800.000	1,600.00
TEMPORARY PAVEMENT MARKING, TYPE II	m	800.000	1,600.00
		904.100	1,808.20
		0.000	0.00
0165                          0003.10	220.00	20.000	4,400.00
FLAGGING	DAY	20.000	4,400.00
		42.500	9,350.00
		0.000	0.00
0170                          0010.04	2,500.00	0.660	1,650.00
FIELD OFFICE	EACH	0.660	1,650.00
		0.330	825.00
		0.000	0.00
0171                          0020.00	0.80	1,000.000	800.00
TRAINING	HOUR	1,000.000	800.00
		185.000	148.00
		-174.500	-139.60
0172                          0030.10	2,997.59	1.000	2,997.59
MOBILIZATION	LS	1.000	2,997.59
		1.000	2,997.59
		0.000	0.00
0173                          9110.01	85.00	20.000	1,700.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	20.000	1,700.00
		0.000	0.00
		0.000	0.00
0174                          9110.02	65.00	20.000	1,300.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	20.000	1,300.00
		17.000	1,105.00
		1.000	65.00
0175                          9110.03	45.00	20.000	900.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	20.000	900.00
		0.000	0.00
		0.000	0.00
0176                          9110.07	35.00	20.000	700.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	20.000	700.00
		0.000	0.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	30,006.89
		Current	30,006.89
		In place	24,661.64
		This Estimate	867.30
GROUP 1 GRADING
0001                          L020.00	1.75	433.500	758.63
EROSION CONTROL	m2	433.500	758.63
		0.000	0.00
		0.000	0.00
0010                          0030.10	1,031.58	1.000	1,031.58
MOBILIZATION	LS	1.000	1,031.58
		1.000	1,031.58
		0.000	0.00
0012                          1009.00	1,666.67	1.000	1,666.67
GENERAL CLEARING AND GRUBBING	LS	1.000	1,666.67
		0.500	833.34
		0.000	0.00
0015                          1011.00	0.01	58.000	0.58
WATER	kL	58.000	0.58
		0.000	0.00
		0.000	0.00
0017                          1030.00	3.30	1,550.000	5,115.00
EARTHWORK MEASURED IN EMBANKMENT	m3	1,550.000	5,115.00
		1,550.000	5,115.00
		0.000	0.00
0022                          1101.00	6.00	125.000	750.00
REMOVE PAVEMENT	m2	125.000	750.00
		125.000	750.00
		0.000	0.00
0025                          2001.00	41.00	33.000	1,353.00
GRAVEL SURFACE COURSE	m3	0.000	0.00
		0.000	0.00
		0.000	0.00
0026                          2009.10	310.00	1.500	465.00
GRAVEL EMBEDMENT	StaM	0.000	0.00
		0.000	0.00
		0.000	0.00
1001                          1900.10	30.38	0.000	0.00
PLACING	m3	54.000	1,640.52
Placing Milling in lieu of Gravel		54.000	1,640.52
		0.000	0.00
GROUP 1 GRADING		Contracted	11,140.46
		Current	10,962.98
		In place	9,370.44
		This Estimate	0.00
GROUP 4A CULVERT AT STA. 11+60
0039                          0030.40	19,000.00	1.000	19,000.00
MOBILIZATION	LS	1.000	19,000.00
		1.000	19,000.00
		0.000	0.00
0040                          4051.01	15.00	1,166.000	17,490.00
EXCAVATION FOR BOX CULVERTS	m3	1,166.000	17,490.00
		715.000	10,725.00
		0.000	0.00
0041                          4054.65	8,000.00	1.000	8,000.00
TEMPORARY SHORING	LS	1.000	8,000.00
AT STA. 11+60		1.000	8,000.00
		0.000	0.00
0042                          4101.06	480.00	140.530	67,454.40
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	140.530	67,454.40
		81.954	39,337.92
		0.000	0.00
0043                          4151.00	0.70	9,241.000	6,468.70
REINFORCING STEEL FOR BOX CULVERT	kg	9,241.000	6,468.70
		5,768.000	4,037.60
		0.000	0.00
GROUP 4A CULVERT AT STA. 11+60		Contracted	118,413.10
		Current	118,413.10
		In place	81,100.52
		This Estimate	0.00
GROUP 9 BITUMINOUS
0128                          0030.90	987.71	1.000	987.71
MOBILIZATION	LS	1.000	987.71
		0.000	0.00
		0.000	0.00
0144                          9009.87	8.75	125.000	1,093.75
SURFACING 200mm	m2	125.000	1,093.75
		62.500	546.88
		62.500	546.88
GROUP 9 BITUMINOUS		Contracted	2,081.46
		Current	2,081.46
		In place	546.88
		This Estimate	546.88
GROUP 10 GENERAL ITEMS
0157                          0001.08	0.50	385.000	192.50
BARRICADE, TYPE II	BDAY	385.000	192.50
		276.000	138.00
		84.000	42.00
0158                          0001.10	1.65	110.000	181.50
BARRICADE, TYPE III	BDAY	110.000	181.50
		312.000	514.80
		84.000	138.60
0159                          0001.30	1.35	110.000	148.50
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	110.000	148.50
		0.000	0.00
		0.000	0.00
0161                          0001.90	0.35	1,980.000	693.00
SIGN DAY	EACH	1,980.000	693.00
		1,688.000	590.80
		448.000	156.80
0162                          0002.30	2.00	400.000	800.00
PAVEMENT MARKING REMOVAL	m	400.000	800.00
		106.000	212.00
		0.000	0.00
0163                          0002.31	1.50	750.000	1,125.00
TEMPORARY PAVEMENT MARKING	m	750.000	1,125.00
		1,245.200	1,867.80
		0.000	0.00
0166                          0003.51	36.00	126.000	4,536.00
INSTALL CONCRETE PROTECTION BARRIER	m	126.000	4,536.00
		133.300	4,798.80
		0.000	0.00
0167                          0003.56	12.00	84.000	1,008.00
RELOCATE CONCRETE PROTECTION BARRIER	m	84.000	1,008.00
		0.000	0.00
		0.000	0.00
0168                          0003.70	400.00	4.000	1,600.00
TEMPORARY RUMBLE STRIP	EACH	4.000	1,600.00
		4.000	1,600.00
		0.000	0.00
0169                          0003.75	14,000.00	1.000	14,000.00
TEMPORARY TRAFFIC SIGNAL	EACH	1.000	14,000.00
		1.000	14,000.00
		0.000	0.00
0170                          0010.04	2,500.00	0.060	150.00
FIELD OFFICE	EACH	0.060	150.00
		0.000	0.00
		0.000	0.00
0172                          0030.10	1,953.26	1.000	1,953.26
MOBILIZATION	LS	1.000	1,953.26
		1.000	1,953.26
		0.000	0.00
0174                          9110.02	65.00	10.000	650.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	10.000	650.00
		9.000	585.00
		2.000	130.00
GROUP 10 GENERAL ITEMS		Contracted	27,037.76
		Current	27,037.76
		In place	26,260.46
		This Estimate	467.40
GROUP 1 GRADING
0002                          L020.01	7.00	1,683.000	11,781.00
EROSION CONTROL, TYPE A	m2	1,683.000	11,781.00
		0.000	0.00
		0.000	0.00
0006                          L021.01	30.00	18.000	540.00
EROSION CHECKS, TYPE A	BALE	18.000	540.00
		0.000	0.00
		0.000	0.00
0008                          L022.25	11.00	937.000	10,307.00
FABRIC SILT FENCE, TYPE COIR FIBER	m	937.000	10,307.00
		1,405.000	15,455.00
		0.000	0.00
0009                          P375.48	225.00	66.000	14,850.00
1200 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 3,4 OR 5	m	66.000	14,850.00
		66.000	14,850.00
		0.000	0.00
0010                          0030.10	8,922.72	1.000	8,922.72
MOBILIZATION	LS	1.000	8,922.72
		1.000	8,922.72
		0.000	0.00
0012                          1009.00	4,166.66	1.000	4,166.66
GENERAL CLEARING AND GRUBBING	LS	1.000	4,166.66
		0.500	2,083.33
		0.000	0.00
0014                          1010.01	3.69	1,542.000	5,689.98
EXCAVATION (ESTABLISHED QUANTITY)	m3	1,542.000	5,689.98
		0.000	0.00
		0.000	0.00
0015                          1011.00	0.01	1,926.000	19.26
WATER	kL	1,926.000	19.26
		0.000	0.00
		0.000	0.00
0017                          1030.00	3.30	10,270.000	33,891.00
EARTHWORK MEASURED IN EMBANKMENT	m3	10,270.000	33,891.00
		5,470.300	18,051.99
		0.000	0.00
0018                          1040.00	0.40	5,136.000	2,054.40
SLOPE PROTECTION	m2	5,136.000	2,054.40
		0.000	0.00
		0.000	0.00
0019                          1040.05	0.30	2,788.000	836.40
TEMPORARY SLOPE PROTECTION	m2	2,788.000	836.40
		0.000	0.00
		0.000	0.00
0020                          1040.06	120.00	5.600	672.00
SLOPE PROTECTION MULCH	Mg	5.600	672.00
		0.000	0.00
		0.000	0.00
0021                          1041.00	0.55	13,827.000	7,604.85
SALVAGING AND PLACING TOPSOIL	m2	13,827.000	7,604.85
		0.000	0.00
		0.000	0.00
0022                          1101.00	6.00	337.700	2,026.20
REMOVE PAVEMENT	m2	337.700	2,026.20
		0.000	0.00
		0.000	0.00
0023                          1701.18	30.75	12.000	369.00
450 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	12.000	369.00
		0.000	0.00
		0.000	0.00
0024                          1701.24	41.20	12.000	494.40
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	12.000	494.40
		0.000	0.00
		0.000	0.00
0025                          2001.00	41.00	297.000	12,177.00
GRAVEL SURFACE COURSE	m3	297.000	12,177.00
		286.670	11,753.47
		0.000	0.00
0026                          2009.10	310.00	5.144	1,594.64
GRAVEL EMBEDMENT	StaM	5.144	1,594.64
		5.144	1,594.64
		0.000	0.00
0027                          7017.00	12.00	128.500	1,542.00
REMOVE GUARDRAIL	m	128.500	1,542.00
		133.600	1,603.20
		0.000	0.00
GROUP 1 GRADING		Contracted	119,538.51
		Current	119,538.51
		In place	74,314.35
		This Estimate	0.00
GROUP 4 CULVERT
0030                          P406.48	277.00	36.800	10,193.60
1200 mm CULVERT PIPE, TYPE 2,3,4 OR 5	m	36.800	10,193.60
		0.000	0.00
		0.000	0.00
0031                          0030.40	3,493.79	1.000	3,493.79
MOBILIZATION	LS	1.000	3,493.79
		0.000	0.00
		0.000	0.00
0034                          4050.01	15.00	60.000	900.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	60.000	900.00
		0.000	0.00
		0.000	0.00
GROUP 4 CULVERT		Contracted	14,587.39
		Current	14,587.39
		In place	0.00
		This Estimate	0.00
GROUP 6C BRIDGE AT STA. 101+62
0105                          0030.60	42,000.00	1.000	42,000.00
MOBILIZATION	LS	1.000	42,000.00
		1.000	42,000.00
		0.000	0.00
0106                          1010.01	10.00	2,775.000	27,750.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	2,775.000	27,750.00
		2,150.000	21,500.00
		0.000	0.00
0107                          3050.15	425.00	120.600	51,255.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	120.600	51,255.00
		113.400	48,195.00
		113.400	48,195.00
0108                          3051.10	1.45	8,240.000	11,948.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	8,240.000	11,948.00
		6,622.000	9,601.90
		3,311.000	4,800.95
0109                          6000.10	15,000.00	1.000	15,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	15,000.00
		1.000	15,000.00
		0.000	0.00
0110                          6000.11	15,000.00	1.000	15,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	15,000.00
		1.000	15,000.00
		0.000	0.00
0111                          6010.22	498.00	49.600	24,700.80
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	49.600	24,700.80
		83.600	41,632.80
		12.160	6,055.68
0112                          6010.26	498.00	131.700	65,586.60
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	131.700	65,586.60
		84.800	42,230.40
		84.800	42,230.40
0113                          6040.00	25,000.00	1.000	25,000.00
REMOVE STRUCTURE	EACH	1.000	25,000.00
AT STA. 101+64.44		1.000	25,000.00
		0.000	0.00
0114                          6071.11	175,000.00	1.000	175,000.00
STEEL SUPERSTRUCTURE	LS	1.000	175,000.00
AT STA. 101+62		1.000	175,000.00
		0.000	0.00
0115                          6080.00	6.00	1,660.000	9,960.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	1,660.000	9,960.00
		1,660.000	9,960.00
		0.000	0.00
0116                          6104.00	38.00	35.000	1,330.00
BROKEN CONCRETE RIPRAP	Mg	35.000	1,330.00
		0.000	0.00
		0.000	0.00
0117                          6105.02	38.00	1,220.000	46,360.00
ROCK RIPRAP, TYPE B	Mg	1,220.000	46,360.00
		260.000	9,880.00
		0.000	0.00
0118                          6131.50	1.45	16,020.000	23,229.00
EPOXY COATED REINFORCING STEEL	kg	18,561.000	26,913.45
		18,217.000	26,414.65
		1,230.000	1,783.50
0119                          6210.50	95.00	277.200	26,334.00
PIPE PILING	m	277.200	26,334.00
		228.990	21,754.05
		0.000	0.00
0120                          6310.00	135.00	391.100	52,798.50
STEEL SHEET PILING	m2	391.100	52,798.50
		352.900	47,641.50
		0.000	0.00
0121                          8091.00	48.00	220.000	10,560.00
GRANULAR BACKFILL	m3	220.000	10,560.00
		220.000	10,560.00
		110.000	5,280.00
602                           6210.60	57.00	0.000	0.00
PAY CUT-OFF FOR PIPE PILE	m	60.000	3,420.00
Rush Creek Cut-Off Pipe Pile		47.660	2,716.62
		0.000	0.00
605                           0095.00	500.00	0.000	0.00
ADDITIONAL FREIGHT	LS	1.000	500.00
Bill of Bars error		1.000	500.00
		1.000	500.00
606                           6310.15	234.60	0.000	0.00
PAY CUT-OFF FOR STEEL SHEET PILING	m2	0.000	0.00
Rush Creek Sheet Pile		0.000	0.00
		-38.200	-8,961.72
607                           6310.15	81.00	0.000	0.00
PAY CUT-OFF FOR STEEL SHEET PILING	m2	38.200	3,094.20
Correction		38.200	3,094.20
		38.200	3,094.20
GROUP 6C BRIDGE AT STA. 101+62		Contracted	623,811.90
		Current	634,510.55
		In place	567,681.12
		This Estimate	102,978.01
GROUP 7 GUARDRAIL
0122                          0030.70	4,569.53	1.000	4,569.53
MOBILIZATION	LS	1.000	4,569.53
		0.000	0.00
		0.000	0.00
0123                          7011.20	48.00	41.910	2,011.68
W-BEAM GUARDRAIL	m	41.910	2,011.68
		0.000	0.00
		0.000	0.00
0124                          7020.00	1,250.00	4.000	5,000.00
BRIDGE APPROACH SECTIONS	EACH	4.000	5,000.00
		0.000	0.00
		0.000	0.00
0125                          7024.27	1,650.00	4.000	6,600.00
GUARDRAIL END TREATMENT, TYPE II	EACH	4.000	6,600.00
		0.000	0.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	18,181.21
		Current	18,181.21
		In place	0.00
		This Estimate	0.00
GROUP 9 BITUMINOUS
0128                          0030.90	3,267.77	1.000	3,267.77
MOBILIZATION	LS	1.000	3,267.77
		0.500	1,633.89
		0.000	0.00
0132                          2020.50	38.00	155.000	5,890.00
SURFACING	m2	155.000	5,890.00
		0.000	0.00
		0.000	0.00
0137                          7502.04	6.20	600.000	3,720.00
100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4	m	600.000	3,720.00
		0.000	0.00
		0.000	0.00
0138                          7503.04	6.35	75.000	476.25
100 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4	m	75.000	476.25
		0.000	0.00
		0.000	0.00
0140                          8051.00	22.00	77.000	1,694.00
SOIL BINDER	m3	77.000	1,694.00
		77.000	1,694.00
		0.000	0.00
0150                          9111.00	4.00	31.000	124.00
WATER	kL	31.000	124.00
		0.000	0.00
		0.000	0.00
0155                          9188.50	32.00	318.000	10,176.00
SURFACING UNDER GUARDRAIL	m2	318.000	10,176.00
		0.000	0.00
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	25,348.02
		Current	25,348.02
		In place	3,327.89
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0157                          0001.08	0.50	1,540.000	770.00
BARRICADE, TYPE II	BDAY	1,540.000	770.00
		1,920.000	960.00
		280.000	140.00
0158                          0001.10	1.65	880.000	1,452.00
BARRICADE, TYPE III	BDAY	880.000	1,452.00
		792.000	1,306.80
		112.000	184.80
0159                          0001.30	1.35	220.000	297.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	220.000	297.00
		0.000	0.00
		0.000	0.00
0161                          0001.90	0.35	3,300.000	1,155.00
SIGN DAY	EACH	3,300.000	1,155.00
		2,832.000	991.20
		392.000	137.20
0162                          0002.30	2.00	250.000	500.00
PAVEMENT MARKING REMOVAL	m	250.000	500.00
		101.000	202.00
		0.000	0.00
0164                          0002.39	2.00	200.000	400.00
TEMPORARY PAVEMENT MARKING, TYPE II	m	200.000	400.00
		1,534.700	3,069.40
		0.000	0.00
0170                          0010.04	2,500.00	0.280	700.00
FIELD OFFICE	EACH	0.280	700.00
		0.000	0.00
		0.000	0.00
0172                          0030.10	1,049.15	1.000	1,049.15
MOBILIZATION	LS	1.000	1,049.15
		1.000	1,049.15
		0.000	0.00
0173                          9110.01	85.00	20.000	1,700.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	20.000	1,700.00
		0.000	0.00
		0.000	0.00
0174                          9110.02	65.00	20.000	1,300.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	20.000	1,300.00
		22.500	1,462.50
		0.000	0.00
0175                          9110.03	45.00	20.000	900.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	20.000	900.00
		0.000	0.00
		0.000	0.00
0176                          9110.07	35.00	20.000	700.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	20.000	700.00
		0.000	0.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	10,923.15
		Current	10,923.15
		In place	9,041.05
		This Estimate	462.00
Totals for contract		Contracted	2,690,897.68
		Current	2,717,890.47
		In place	2,024,652.06
		This Estimate	237,441.00