Return to District Map

	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	1661 U.S. ASPHALT CO.
Contract ID:	1889
Estimate Number:	0005
Pay Period End Date:	05.18.2002

Contract Location:
AUBURN EAST	Estimate Type:	PROG
Contractor:
U.S. ASPHALT CO.	Date Let:	09.20.2001
14012 GILES RD	Date Awarded:	09.27.2001
	Date Contract Executed:	10.03.2001
	Date Notice to Proceed:	10.03.2001
OMAHA NE 68138	Date Work Began:	02.19.2002
Phone:	Date Physical Work Completed:
(402)895-6666	Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY

Counties
NEMAHA

Project Number		PCT			Fed State Project Number		Description
11889 000		0.000			S-136-7(1013)		GR CULV BR GDRL BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$286,270.48	$152,184.24	$134,086.24
$1,725,052.79	Stockpiled Materials	$13,073.98	$13,523.48	$-449.50
Original Contract Amt	Gross Earnings	$299,344.46	$165,707.72	$133,636.74
$1,723,205.39	Retainage	$-2,862.70	$-1,521.84	$-1,340.86
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
16.59%	Net Earnings	$296,481.76	$164,185.88	$132,295.88
	Liquidated Damages	$.00	$.00	$.00
	Incentives	$.00	$.00	$.00
	Disincentives	$.00	$.00	$.00
	Other Contract Adj	$.00	$.00	$.00
	Appl of Training Adj	$.00	$.00	$.00
	Training Rates Adj	$.00	$.00	$.00
	Fuel Adj	$-10.22	$.00	$-10.22
	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	-$10.22	$.00	-$10.22
	Payment	$296,471.54	$164,185.88	$132,285.66
Project Manager			Div. Head/Dist. Eng.
Hitzeman, Don	05.20.2002		Sklenar, Michael J	05.21.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	05.21.2002
Controller Div. Processed
Burling, Laurie	05.21.2002

		Detailed breakdown of stockpiled materials
Est Nbr:	0002
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0046	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Initial Payment	3,529.98	E21457
		Expansion Bearings, Delivered Only
0047	6005.83	FIXED BEARING
		S.P. Initial Payment	1,484.00	E21457
		Fixed Bearings, Delivered Only
0052	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Initial Payment	1,228.92	484273
		Structural Steel for Substructure, Del. Only
0055	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	10,898.98	483564
		Epoxy Coated Reinforcing Steel, Delivered Only
		Total for estimate 0002:	17,141.88
Est Nbr:	0003
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0052	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Adjustment	-1,228.92	484273
		Structural Steel for Substructure, Del. Only
0055	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,124.99	483564
		Epoxy Coated Reinforcing Steel, Delivered Only
		Total for estimate 0003:	-2,353.91
Est Nbr:	0004
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0055	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,264.49	483564
		Epoxy Coated Reinforcing Steel, Delivered Only
		Total for estimate 0004:	-1,264.49
Est Nbr:	0005
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0055	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-449.50	483564
		Epoxy Coated Reinforcing Steel, Delivered Only
		Total for estimate 0005:	-449.50
		Total remaining for contract:	13,073.98

			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	2.01	1,198.000	2,407.98
EROSION CONTROL	SY	1,198.000	2,407.98
		0.000	0.00
		0.000	0.00
0002                          L022.11	4.02	509.000	2,046.18
FABRIC SILT FENCE-LOW POROSITY	LF	509.000	2,046.18
		0.000	0.00
		0.000	0.00
0003                          0030.10	4,787.17	1.000	4,787.17
MOBILIZATION	LS	1.000	4,787.17
		0.000	0.00
		0.000	0.00
0004                          1009.00	1,003.75	1.000	1,003.75
GENERAL CLEARING AND GRUBBING	LS	1.000	1,003.75
		0.000	0.00
		0.000	0.00
0005                          1011.00	10.04	22.000	220.88
WATER	MGAL	22.000	220.88
		0.000	0.00
		0.000	0.00
0006                          1030.00	6.93	4,282.000	29,674.26
EARTHWORK MEASURED IN EMBANKMENT	CY	4,282.000	29,674.26
		0.000	0.00
		0.000	0.00
0007                          1101.00	7.93	338.000	2,680.34
REMOVE PAVEMENT	SY	338.000	2,680.34
		0.000	0.00
		0.000	0.00
0008                          1102.00	4.02	402.600	1,618.45
REMOVE ASPHALT SURFACE	SY	402.600	1,618.45
		0.000	0.00
		0.000	0.00
0009                          1102.05	7.03	559.000	3,929.77
REMOVE ASPHALT SURFACING FROM PAVEMENT	SY	559.000	3,929.77
		0.000	0.00
		0.000	0.00
0010                          7017.50	2.51	2,056.750	5,162.44
REMOVE & SALVAGE GUARDRAIL	LF	2,056.750	5,162.44
		617.500	1,549.93
		0.000	0.00
GROUP 1 GRADING		Contracted	53,531.22
		Current	53,531.22
		In place	1,549.93
		This Estimate	0.00
GROUP 4 CULVERTS
0011                          0030.40	2,991.98	1.000	2,991.98
MOBILIZATION	LS	1.000	2,991.98
		1.000	2,991.98
		0.000	0.00
0012                          1043.50	1.91	93.000	177.63
RIPRAP FILTER FABRIC	SY	93.000	177.63
		0.000	0.00
		0.000	0.00
0013                          1119.00	200.75	4.000	803.00
REMOVE INLET	EACH	4.000	803.00
		0.000	0.00
		0.000	0.00
0014                          4012.29	1,063.98	1.000	1,063.98
RECONSTRUCT CURB INLET	EACH	1.000	1,063.98
		0.000	0.00
		0.000	0.00
0015                          4035.25	200.75	2.000	401.50
REMOVE AND SALVAGE FLARED-END SECTION	EACH	2.000	401.50
		0.000	0.00
		0.000	0.00
0016                          4040.00	130.49	4.000	521.96
REMOVE HEADWALLS FROM CULVERTS	EACH	4.000	521.96
		0.000	0.00
		0.000	0.00
0017                          4044.00	2,198.21	1.000	2,198.21
PREPARATION OF STRUCTURE	EACH	1.000	2,198.21
AT STA. 181+56		1.000	2,198.21
		0.000	0.00
0018                          4044.01	2,007.50	1.000	2,007.50
PREPARATION OF STRUCTURE	EACH	1.000	2,007.50
AT STA. 198+82		1.000	2,007.50
		0.000	0.00
0019                          4044.02	2,198.21	1.000	2,198.21
PREPARATION OF STRUCTURE	EACH	1.000	2,198.21
AT STA. 204+57		1.000	2,198.21
		1.000	2,198.21
0020                          4044.03	2,800.47	1.000	2,800.47
PREPARATION OF STRUCTURE	EACH	1.000	2,800.47
AT STA. 251+87		0.000	0.00
		0.000	0.00
0021                          4050.01	10.04	765.000	7,680.60
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	CY	765.000	7,680.60
		0.000	0.00
		0.000	0.00
0022                          4051.01	14.05	188.000	2,641.40
EXCAVATION FOR BOX CULVERTS	CY	188.000	2,641.40
		129.203	1,815.30
		42.648	599.20
0023                          4100.06	531.99	7.600	4,043.12
CLASS 47B-3000 OR AX-3000 CONCRETE FOR HEADWALL	CY	7.600	4,043.12
		0.000	0.00
		0.000	0.00
0024                          4101.06	256.96	172.100	44,222.82
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT	CY	172.100	44,222.82
		112.492	28,905.95
		60.122	15,448.95
0025                          4107.07	632.36	5.400	3,414.74
CLASS 47B-3000 OR AX-3000 CONCRETE FOR CONCRETE COLLARS	CY	5.400	3,414.74
		0.000	0.00
		0.000	0.00
0026                          4130.06	632.36	0.360	227.65
CLASS 47B-3000 OR AX-3000 CONCRETE FOR PIPE CULVERT PLUG	CY	0.360	227.65
		0.000	0.00
		0.000	0.00
0027                          4150.00	0.90	994.000	894.60
REINFORCING STEEL FOR HEADWALL	LB	994.000	894.60
		0.000	0.00
		0.000	0.00
0028                          4151.00	0.56	20,485.000	11,471.60
REINFORCING STEEL FOR BOX CULVERT	LB	20,485.000	11,471.60
		14,268.000	7,990.08
		7,840.000	4,390.40
0029                          4157.00	0.50	212.000	106.00
REINFORCING STEEL FOR COLLARS	LB	212.000	106.00
		0.000	0.00
		0.000	0.00
0030                          4350.72	76.18	109.000	8,303.62
72" CORRUGATED METAL PIPE	LF	109.000	8,303.62
		0.000	0.00
		0.000	0.00
0031                          4450.36	115.33	52.000	5,997.16
36" REINFORCED CONCRETE PIPE	LF	52.000	5,997.16
		0.000	0.00
		0.000	0.00
0032                          4450.48	98.47	28.000	2,757.16
48" REINFORCED CONCRETE PIPE	LF	28.000	2,757.16
		0.000	0.00
		0.000	0.00
0033                          4461.48	724.71	2.000	1,449.42
INSTALL 48" CONCRETE FLARED-END SECTION	EACH	2.000	1,449.42
		0.000	0.00
		0.000	0.00
0034                          4670.05	131.69	8.000	1,053.52
CULVERT SANDFILL	CY	8.000	1,053.52
		0.000	0.00
		0.000	0.00
0035                          6104.00	18.07	84.000	1,517.88
BROKEN CONCRETE RIPRAP	TON	84.000	1,517.88
		0.000	0.00
		0.000	0.00
6002                          4051.12	25.70	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	CY	50.000	1,285.00
Granular Material to replace unsuitable material u/box culv.		18.203	467.82
		18.203	467.82
GROUP 4 CULVERTS		Contracted	110,945.73
		Current	112,230.73
		In place	48,575.05
		This Estimate	23,104.58
GROUP 4A CULVERT AT STA. 238+30
0036                          0030.40	2,991.98	1.000	2,991.98
MOBILIZATION	LS	1.000	2,991.98
		0.000	0.00
		0.000	0.00
0037                          4044.04	8,030.01	1.000	8,030.01
PREPARATION OF STRUCTURE	EACH	1.000	8,030.01
AT STA. 238+30		0.000	0.00
		0.000	0.00
0038                          4051.01	20.08	126.000	2,530.08
EXCAVATION FOR BOX CULVERTS	CY	126.000	2,530.08
		0.000	0.00
		0.000	0.00
0039                          4101.06	254.95	155.990	39,769.65
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT	CY	155.990	39,769.65
		0.000	0.00
		0.000	0.00
0040                          4151.00	0.56	18,349.000	10,275.44
REINFORCING STEEL FOR BOX CULVERT	LB	18,349.000	10,275.44
		0.000	0.00
		0.000	0.00
GROUP 4A CULVERT AT STA. 238+30		Contracted	63,597.16
		Current	63,597.16
		In place	0.00
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 216+36
0041                          0030.60	35,523.60	1.000	35,523.60
MOBILIZATION	LS	1.000	35,523.60
		1.000	35,523.60
		0.500	17,761.80
0042                          1010.01	3.76	1,560.000	5,865.60
EXCAVATION (ESTABLISHED QUANTITY)	CY	1,560.000	5,865.60
		780.000	2,932.80
		780.000	2,932.80
0043                          1043.50	3.10	471.900	1,462.89
RIPRAP FILTER FABRIC	SY	471.900	1,462.89
		0.000	0.00
		0.000	0.00
0044                          3050.15	202.66	205.900	41,727.69
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000	CY	205.900	41,727.69
		0.000	0.00
		0.000	0.00
0045                          3051.10	0.52	25,459.000	13,238.68
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	LB	25,459.000	13,238.68
		0.000	0.00
		0.000	0.00
0046                          6005.78	1,370.26	6.000	8,221.56
EXPANSION BEARING, TFE TYPE	EACH	6.000	8,221.56
		0.000	0.00
		0.000	0.00
0047                          6005.83	1,300.28	2.000	2,600.56
FIXED BEARING	EACH	2.000	2,600.56
		0.000	0.00
		0.000	0.00
0048                          6010.22	353.40	188.300	66,545.22
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	188.300	66,545.22
		107.000	37,813.80
		7.000	2,473.80
0049                          6010.26	301.93	486.900	147,009.72
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	486.900	147,009.72
		0.000	0.00
		0.000	0.00
0050                          6030.00	75,673.64	1.000	75,673.64
PREPARATION OF BRIDGE	EACH	1.000	75,673.64
AT STA. 216+36		0.000	0.00
		0.000	0.00
0051                          6071.11	171,029.99	1.000	171,029.99
STEEL SUPERSTRUCTURE	LS	1.000	171,029.99
AT STA. 216+36		0.500	85,515.00
		0.500	85,515.00
0052                          6080.00	2.70	1,600.000	4,320.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	LB	1,600.000	4,320.00
		1,600.000	4,320.00
		0.000	0.00
0053                          6104.00	16.31	312.000	5,088.72
BROKEN CONCRETE RIPRAP	TON	312.000	5,088.72
		0.000	0.00
		0.000	0.00
0054                          6105.02	25.70	1,105.000	28,398.50
ROCK RIPRAP, TYPE B	TON	1,105.000	28,398.50
		0.000	0.00
		0.000	0.00
0055                          6131.50	0.51	105,956.000	54,037.56
EPOXY COATED REINFORCING STEEL	LB	105,956.000	54,037.56
		9,158.000	4,670.58
		1,450.000	739.50
0056                          6210.12	23.44	1,120.000	26,252.80
HP 10"X42# STEEL PILING	LF	1,120.000	26,252.80
		349.800	8,199.31
		0.000	0.00
0057                          6951.12	3.13	3,222.000	10,084.86
SHEAR CONNECTORS	EACH	3,222.000	10,084.86
		0.000	0.00
		0.000	0.00
6001                          6210.12	14.06	0.000	0.00
HP 10"X42# STEEL PILING	LF	40.000	562.40
HP 10"x42# Steel Piling		50.200	705.81
		0.000	0.00
GROUP 6 BRIDGE AT STA. 216+36		Contracted	697,081.59
		Current	697,643.99
		In place	179,680.90
		This Estimate	109,422.90
GROUP 7 GUARDRAIL
0058                          0030.70	592.21	1.000	592.21
MOBILIZATION	LS	1.000	592.21
		0.000	0.00
		0.000	0.00
0059                          7011.20	14.40	100.000	1,440.00
W-BEAM GUARDRAIL	LF	100.000	1,440.00
		0.000	0.00
		0.000	0.00
0060                          7019.50	19,347.30	1.000	19,347.30
IMPACT ATTENUATOR	EACH	1.000	19,347.30
		0.000	0.00
		0.000	0.00
0061                          7020.00	1,254.69	3.000	3,764.07
BRIDGE APPROACH SECTIONS	EACH	3.000	3,764.07
		0.000	0.00
		0.000	0.00
0062                          7024.27	1,606.00	3.000	4,818.00
GUARDRAIL END TREATMENT, TYPE II	EACH	3.000	4,818.00
		0.000	0.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	29,961.58
		Current	29,961.58
		In place	0.00
		This Estimate	0.00
GROUP 9 BITUMINOUS
0063                          L001.02	468.75	4.000	1,875.00
SEEDING, TYPE B	ACRE	4.000	1,875.00
		0.000	0.00
		0.000	0.00
0064                          L032.75	85.32	9.000	767.88
MULCH	TON	9.000	767.88
		0.000	0.00
		0.000	0.00
0065                          0030.90	52,279.88	1.000	52,279.88
MOBILIZATION	LS	1.000	52,279.88
		0.000	0.00
		0.000	0.00
0066                          2010.03	33.79	50.000	1,689.50
CRUSHED ROCK SURFACE COURSE	TON	50.000	1,689.50
		0.000	0.00
		0.000	0.00
0067                          2021.00	50.19	2.000	100.38
MAILBOX POST	EACH	2.000	100.38
		0.000	0.00
		0.000	0.00
0068                          3040.11	101.65	10.700	1,087.66
CONCRETE PAVEMENT REPAIR, TYPE A, FULL DEPTH	SY	10.700	1,087.66
		0.000	0.00
		0.000	0.00
0069                          3040.12	101.17	178.500	18,058.85
CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH	SY	178.500	18,058.85
		0.000	0.00
		0.000	0.00
0070                          3040.13	99.87	137.300	13,712.15
CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH	SY	137.300	13,712.15
		0.000	0.00
		0.000	0.00
0071                          3041.25	560.39	24.000	13,449.36
BITUMINOUS PATCHING	TON	24.000	13,449.36
		0.000	0.00
		0.000	0.00
0072                          3221.05	102.74	202.000	20,753.48
CONCRETE PAVEMENT, CLASS PR-3625	SY	202.000	20,753.48
JOINT REPAIR		0.000	0.00
		0.000	0.00
0073                          9000.75	14.56	100.000	1,456.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	TON	100.000	1,456.00
SPS		0.000	0.00
		0.000	0.00
0074                          9005.00	63.24	100.000	6,324.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	TON	100.000	6,324.00
SPS		0.000	0.00
		0.000	0.00
0075                          9005.23	25.63	4,890.000	125,330.70
ASPHALTIC CONCRETE, TYPE SPS	TON	4,890.000	125,330.70
		0.000	0.00
		0.000	0.00
0076                          9005.45	31.32	7,190.000	225,190.80
ASPHALTIC CONCRETE, TYPE SP4(0.5)	TON	7,190.000	225,190.80
		0.000	0.00
		0.000	0.00
0077                          9009.00	10.98	577.000	6,335.46
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	SY	577.000	6,335.46
		0.000	0.00
		0.000	0.00
0078                          9009.88	37.27	826.000	30,785.02
SURFACING 10"	SY	826.000	30,785.02
		0.000	0.00
		0.000	0.00
0079                          9020.92	161.80	5.400	873.72
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING	TON	5.400	873.72
		0.000	0.00
		0.000	0.00
0080                          9021.01	161.80	388.260	62,820.47
PERFORMANCE GRADED BINDER (64-22)	TON	388.260	62,820.47
		0.000	0.00
		0.000	0.00
0081                          9021.03	161.80	264.060	42,724.91
PERFORMANCE GRADED BINDER (58-28)	TON	264.060	42,724.91
		0.000	0.00
		0.000	0.00
0082                          9034.00	4.61	81.000	373.41
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	SY	81.000	373.41
		0.000	0.00
		0.000	0.00
0083                          9053.00	0.79	10,060.000	7,947.40
TACK COAT	GAL	10,060.000	7,947.40
		0.000	0.00
		0.000	0.00
0084                          9111.00	5.02	55.000	276.10
WATER	MGAL	55.000	276.10
		0.000	0.00
		0.000	0.00
0085                          9170.00	100.38	220.433	22,127.06
EARTH SHOULDER CONSTRUCTION	STA	220.433	22,127.06
		0.000	0.00
		0.000	0.00
0086                          9179.80	1,003.75	6.000	6,022.50
MILLING CONCRETE FOR INLAYS	EACH	6.000	6,022.50
		0.000	0.00
		0.000	0.00
0087                          9186.00	6.02	511.000	3,076.22
CONCRETE SURFACE MILLING	SY	511.000	3,076.22
		0.000	0.00
		0.000	0.00
0088                          9188.50	21.08	195.000	4,110.60
SURFACING UNDER GUARDRAIL	SY	195.000	4,110.60
		0.000	0.00
		0.000	0.00
0089                          9300.50	1,453.16	1.000	1,453.16
ASPHALT PAVEMENT SMOOTHNESS TESTING	LS	1.000	1,453.16
		0.000	0.00
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	671,001.66
		Current	671,001.66
		In place	0.00
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0090                          0001.08	0.50	1,808.000	904.00
BARRICADE, TYPE II	BDAY	1,808.000	904.00
		540.000	270.00
		168.000	84.00
0091                          0001.10	1.85	1,982.000	3,666.70
BARRICADE, TYPE III	BDAY	1,982.000	3,666.70
		1,770.000	3,274.50
		588.000	1,087.80
0092                          0001.30	2.11	698.000	1,472.78
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	698.000	1,472.78
		270.000	569.70
		56.000	118.16
0093                          0001.75	5.27	460.000	2,424.20
TEMPORARY SIGN DAY	EACH	460.000	2,424.20
		0.000	0.00
		0.000	0.00
0094                          0001.90	0.40	9,506.000	3,802.40
SIGN DAY	EACH	9,506.000	3,802.40
		2,796.000	1,118.40
		672.000	268.80
0095                          0002.30	0.55	1,050.000	577.50
PAVEMENT MARKING REMOVAL	LF	1,050.000	577.50
		1,508.000	829.40
		0.000	0.00
0096                          0002.31	1.00	3,000.000	3,000.00
TEMPORARY PAVEMENT MARKING	LF	3,000.000	3,000.00
		2,344.000	2,344.00
		0.000	0.00
0097                          0002.55	10.04	221.820	2,227.07
OVERLAY BROKEN LINES	STA	221.820	2,227.07
		0.000	0.00
		0.000	0.00
0098                          0002.60	10.04	443.640	4,454.15
OVERLAY SOLID LINES	STA	443.640	4,454.15
		0.000	0.00
		0.000	0.00
0099                          0003.10	174.88	78.000	13,640.64
FLAGGING	DAY	78.000	13,640.64
		0.000	0.00
		0.000	0.00
0100                          0003.51	15.42	1,080.000	16,653.60
INSTALL CONCRETE PROTECTION BARRIER	LF	1,080.000	16,653.60
		780.000	12,027.60
		0.000	0.00
0101                          0003.70	401.50	8.000	3,212.00
TEMPORARY RUMBLE STRIP	EACH	8.000	3,212.00
		8.000	3,212.00
		0.000	0.00
0102                          0003.75	11,016.17	1.000	11,016.17
TEMPORARY TRAFFIC SIGNAL	EACH	1.000	11,016.17
		1.000	11,016.17
		0.000	0.00
0103                          0010.04	1,405.25	1.000	1,405.25
FIELD OFFICE	EACH	1.000	1,405.25
		0.000	0.00
		0.000	0.00
0104                          0030.00	21,802.83	1.000	21,802.83
MOBILIZATION	LS	1.000	21,802.83
		1.000	21,802.83
		0.000	0.00
0105                          9110.01	115.85	20.000	2,317.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	20.000	2,317.00
		0.000	0.00
		0.000	0.00
0106                          9110.02	93.65	15.000	1,404.75
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	15.000	1,404.75
		0.000	0.00
		0.000	0.00
0107                          9110.03	87.40	20.000	1,748.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	20.000	1,748.00
		0.000	0.00
		0.000	0.00
0108                          9110.07	67.87	20.000	1,357.40
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	20.000	1,357.40
		0.000	0.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	97,086.44
		Current	97,086.44
		In place	56,464.60
		This Estimate	1,558.76
Totals for contract		Contracted	1,723,205.39
		Current	1,725,052.79
		In place	286,270.48
		This Estimate	134,086.24