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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	1344 DOBSON BROTHERS CONSTRUCTION COMPANY
Contract ID:	4792
Estimate Number:	0027
Pay Period End Date:	03.01.2002

Contract Location:
FAIRMONT EAST	Estimate Type:	PROG
Contractor:
DOBSON BROTHERS CONSTRUCTION COMPANY	Date Let:	09.09.1999
410 SOUTH 7TH	Date Awarded:	09.16.1999
PO BOX 81409	Date Contract Executed:	09.20.1999
	Date Notice to Proceed:	09.20.1999
LINCOLN NE 68501	Date Work Began:	03.13.2000
Phone:	Date Physical Work Completed:
(402)474-5115	Date Accepted:
Escrow Agent:
Surety Co:
NATIONAL FIRE INSURANCE COMPANY OF HARTFORD

Counties
FILLMORE

Project Number		PCT			Fed State Project Number		Description
41792 000B		0.000			EACSTPD-6-5(111)		CULV BR GDRL BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$2,581,565.60	$2,573,337.54	$8,228.06
$2,553,758.73	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$2,581,565.60	$2,573,337.54	$8,228.06
$2,533,883.41	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
101.09%	Net Earnings	$2,556,565.60	$2,548,337.54	$8,228.06
	Liquidated Damages	$.00	$.00	$.00
	Incentives	$.00	$.00	$.00
	Disincentives	$.00	$.00	$.00
	Other Contract Adj	$.00	$.00	$.00
	Appl of Training Adj	$.00	$.00	$.00
	Training Rates Adj	$.00	$.00	$.00
	Fuel Adj	$.00	$.00	$.00
	Bituminous Adj	$.00	$.00	$.00
	Autopay Adj	$.00	$.00	$.00
	Gasoline Adj	$.00	$.00	$.00
	Other Adj	$.00	$.00	$.00
	Price Adj	$.00	$.00	$.00
	Substandard Item Adj	$.00	$.00	$.00
	Asphalt Adj	$.00	$.00	$.00
	Diesel Fuel Adj	$.00	$.00	$.00
	Petrol Adj	$.00	$.00	$.00
	Total for Adjustments	$.00	$.00	$.00
	Payment	$2,556,565.60	$2,548,337.54	$8,228.06
Project Manager			Div. Head/Dist. Eng.
Anderson, Tom	03.01.2002		Meyer, Keith	03.04.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	03.04.2002
Controller Div. Processed
Burling, Laurie	03.05.2002

		Detailed breakdown of stockpiled materials
		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 4 CULVERTS
0001                          0030.40	6,500.00	1.000	6,500.00
MOBILIZATION	LS	1.000	6,500.00
		1.000	6,500.00
		0.000	0.00
0002                          4040.00	113.30	15.000	1,699.50
REMOVE HEADWALLS FROM CULVERTS	EACH	15.000	1,699.50
		15.000	1,699.50
		3.000	339.90
0003                          4044.00	1,849.88	1.000	1,849.88
PREPARATION OF STRUCTURE	EACH	1.000	1,849.88
AT STA. 285+58.8		1.000	1,849.88
		0.000	0.00
0004                          4044.01	1,849.88	1.000	1,849.88
PREPARATION OF STRUCTURE	EACH	1.000	1,849.88
AT STA. 286+86.2		1.000	1,849.88
		0.000	0.00
0005                          4044.02	1,849.88	1.000	1,849.88
PREPARATION OF STRUCTURE	EACH	1.000	1,849.88
AT STA. 309+17.8		1.000	1,849.88
		0.000	0.00
0006                          4050.01	206.00	2.000	412.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	2.000	412.00
		2.000	412.00
		0.000	0.00
0007                          4051.01	25.75	101.000	2,600.75
EXCAVATION FOR BOX CULVERTS	m3	101.000	2,600.75
		101.000	2,600.75
		0.000	0.00
0008                          4101.06	383.16	83.780	32,101.14
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	83.780	32,101.14
		83.780	32,101.14
		0.000	0.00
0009                          4151.00	1.55	5,175.000	8,021.25
REINFORCING STEEL FOR BOX CULVERT	kg	5,175.000	8,021.25
		5,175.000	8,021.25
		0.000	0.00
0010                          4350.24	196.73	3.000	590.19
600 mm CORRUGATED METAL PIPE	m	3.000	590.19
		3.000	590.19
		0.000	0.00
0011                          4360.24	552.08	4.000	2,208.32
600 mm METAL FLARED-END SECTION	EACH	4.000	2,208.32
		4.000	2,208.32
		0.000	0.00
0012                          4460.18	825.03	4.000	3,300.12
450 mm CONCRETE FLARED-END SECTION	EACH	4.000	3,300.12
		4.000	3,300.12
		0.000	0.00
0013                          4460.24	862.11	6.000	5,172.66
600 mm CONCRETE FLARED-END SECTION	EACH	6.000	5,172.66
		6.000	5,172.66
		0.000	0.00
0014                          4460.30	938.33	1.000	938.33
750 mm CONCRETE FLARED END SECTION	EACH	1.000	938.33
		1.000	938.33
		0.000	0.00
GROUP 4 CULVERTS		Contracted	69,093.90
		Current	69,093.90
		In place	69,093.90
		This Estimate	339.90
GROUP 4A CONCRETE BOX CULVERT AT STA 216+51.98
0015                          0030.40	2,000.00	1.000	2,000.00
MOBILIZATION	LS	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00
0016                          4044.00	4,110.73	1.000	4,110.73
PREPARATION OF STRUCTURE	EACH	1.000	4,110.73
AT STA. 216+51.98		1.000	4,110.73
		0.000	0.00
0017                          4051.01	25.75	41.000	1,055.75
EXCAVATION FOR BOX CULVERTS	m3	41.000	1,055.75
		41.000	1,055.75
		0.000	0.00
0018                          4101.06	331.66	34.590	11,472.12
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	34.590	11,472.12
		34.570	11,465.49
		0.000	0.00
0019                          4151.00	1.55	2,192.000	3,397.60
REINFORCING STEEL FOR BOX CULVERT	kg	2,192.000	3,397.60
		2,192.000	3,397.60
		0.000	0.00
0102                          4051.12	33.17	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	m3	3.697	122.63
metric spec. 702.05- paragraph 6a		3.697	122.63
		0.000	0.00
GROUP 4A CONCRETE BOX CULVERT AT STA 216+51.98		Contracted	22,036.20
		Current	22,158.83
		In place	22,152.20
		This Estimate	0.00
GROUP 4B CONCRETE BOX CULVERT AT STA.295+16.3
0020                          0030.40	2,054.85	1.000	2,054.85
MOBILIZATION	LS	1.000	2,054.85
		1.000	2,054.85
		0.000	0.00
0021                          4044.00	4,110.73	1.000	4,110.73
PREPARATION OF STRUCTURE	EACH	1.000	4,110.73
AT STA. 216+51.98		1.000	4,110.73
		0.000	0.00
0022                          4051.01	51.50	23.000	1,184.50
EXCAVATION FOR BOX CULVERTS	m3	23.000	1,184.50
		23.000	1,184.50
		0.000	0.00
0023                          4101.06	331.66	73.970	24,532.89
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	73.970	24,532.89
		73.980	24,536.20
		0.000	0.00
0024                          4151.00	1.55	4,935.000	7,649.25
REINFORCING STEEL FOR BOX CULVERT	kg	4,935.000	7,649.25
		4,935.000	7,649.25
		0.000	0.00
0103                          4051.12	33.17	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	m3	15.981	530.09
Metric Spec. 702.05 - paragraph 6a		15.981	530.09
		0.000	0.00
GROUP 4B CONCRETE BOX CULVERT AT STA.295+16.3		Contracted	39,532.22
		Current	40,062.31
		In place	40,065.62
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 210+74.834
0025                          0030.60	30,900.00	1.000	30,900.00
MOBILIZATION	LS	1.000	30,900.00
		1.000	30,900.00
		0.000	0.00
0026                          1010.01	7.21	345.000	2,487.45
EXCAVATION (ESTABLISHED QUANTITY)	m3	345.000	2,487.45
		345.000	2,487.45
		0.000	0.00
0027                          1043.50	3.09	65.000	200.85
RIPRAP FILTER FABRIC	m2	65.000	200.85
		65.000	200.85
		0.000	0.00
0028                          3050.15	288.40	141.700	40,866.28
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	141.700	40,866.28
		141.700	40,866.28
		0.000	0.00
0029                          3051.10	1.55	9,514.000	14,746.70
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	9,162.000	14,201.10
		9,162.000	14,201.10
		0.000	0.00
0030                          6000.10	8,240.00	1.000	8,240.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	8,240.00
		1.000	8,240.00
		0.000	0.00
0031                          6000.11	8,240.00	1.000	8,240.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	8,240.00
		1.000	8,240.00
		0.000	0.00
0032                          6005.60	66.95	114.000	7,632.30
ELASTOMERIC BEARING	EACH	114.000	7,632.30
		114.000	7,632.30
		0.000	0.00
0033                          6010.22	463.50	68.100	31,564.35
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	68.100	31,564.35
		68.100	31,564.36
		0.000	0.00
0034                          6010.26	515.00	84.000	43,260.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	84.000	43,260.00
		84.000	43,260.00
		0.000	0.00
0035                          6011.11	87,550.00	1.000	87,550.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	87,550.00
AT STA. 210+74.834		1.000	87,550.00
		0.000	0.00
0036                          6040.00	25,750.00	1.000	25,750.00
REMOVE STRUCTURE	EACH	1.000	25,750.00
AT STA. 210+77.834		1.000	25,750.00
		0.000	0.00
0037                          6104.00	20.60	235.000	4,841.00
BROKEN CONCRETE RIPRAP	Mg	235.000	4,841.00
		235.000	4,841.00
		0.000	0.00
0038                          6131.50	1.55	14,513.000	22,495.15
EPOXY COATED REINFORCING STEEL	kg	14,513.000	22,495.15
		14,513.000	22,495.16
		0.000	0.00
0039                          6139.50	61.80	56.000	3,460.80
SUBSURFACE DRAINAGE MATTING	m2	56.000	3,460.80
		56.000	3,460.80
		0.000	0.00
0040                          6210.12	72.10	816.600	58,876.86
HP 250 mm X 62 kg STEEL PILING	m	816.600	58,876.86
		816.600	58,876.86
		0.000	0.00
0041                          6310.00	133.90	279.000	37,358.10
STEEL SHEET PILING	m2	279.000	37,358.10
		279.000	37,358.10
		0.000	0.00
0042                          6510.55	6,180.00	1.000	6,180.00
TEMPORARY BRIDGE SHORING	LS	1.000	6,180.00
		0.000	0.00
		0.000	0.00
0043                          8091.00	36.05	120.000	4,326.00
GRANULAR BACKFILL	m3	120.000	4,326.00
		120.000	4,326.00
		0.000	0.00
0104                          6610.60	463.575	0.000	0.00
METAL BOND BREAKER	EACH	2.000	927.15
Metal Bond Breakers		2.000	927.15
		0.000	0.00
0105                          6005.35	148.547	0.000	0.00
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	29.878	4,438.29
Precompressed Poly Foam Joint		29.878	4,438.29
		0.000	0.00
0106                          6960.02	951.95	0.000	0.00
ADDITIONAL WORK	LS	1.000	951.95
72 - Hour Continuous - Watering Cure		1.000	951.95
		0.000	0.00
4003                          6960.02	496.79	0.000	0.00
ADDITIONAL WORK	LS	1.000	496.79
Sealing Bridge Deck Cracks		1.000	496.79
		0.000	0.00
GROUP 6 BRIDGE AT STA. 210+74.834		Contracted	438,975.84
		Current	445,244.42
		In place	439,064.44
		This Estimate	0.00
GROUP 7 GUARDRAIL
0044                          0030.70	515.00	1.000	515.00
MOBILIZATION	LS	1.000	515.00
		1.000	515.00
		0.000	0.00
0045                          7011.20	50.04	38.100	1,906.52
W-BEAM GUARDRAIL	m	38.100	1,906.52
		38.100	1,906.52
		0.000	0.00
0046                          7020.00	1,149.48	4.000	4,597.92
BRIDGE APPROACH SECTIONS	EACH	4.000	4,597.92
		4.000	4,597.92
		0.000	0.00
0047                          7021.70	1,720.10	4.000	6,880.40
GUARDRAIL END TREATMENT, SRT-350	EACH	4.000	6,880.40
		4.000	6,880.40
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	13,899.84
		Current	13,899.84
		In place	13,899.84
		This Estimate	0.00
GROUP 9 BITUMINOUS
0048                          L001.02	1,030.00	14.000	14,420.00
SEEDING, TYPE B	ha	14.000	14,420.00
		14.000	14,420.00
		0.000	0.00
0049                          L020.00	1.39	1,215.000	1,688.85
EROSION CONTROL	m2	1,215.000	1,688.85
		1,215.000	1,688.85
		0.000	0.00
0050                          L022.12	3.09	370.000	1,143.30
FABRIC SILT FENCE-HIGH POROSITY	m	370.000	1,143.30
		0.000	0.00
		0.000	0.00
0051                          L032.75	82.40	70.000	5,768.00
MULCH	Mg	0.000	0.00
		0.000	0.00
		0.000	0.00
0052                          0002.40	19.83	1,409.680	27,953.95
TEMPORARY SOLID LINES	StaM	1,409.680	27,953.95
		1,409.680	27,953.97
		0.000	0.00
0053                          0002.45	19.83	558.070	11,066.53
TEMPORARY BROKEN LINES	StaM	558.070	11,066.53
		558.070	11,066.53
		0.000	0.00
0054                          0030.90	100,000.00	1.000	100,000.00
MOBILIZATION	LS	1.000	100,000.00
		1.000	100,000.00
		0.000	0.00
0055                          1009.00	2,500.00	1.000	2,500.00
GENERAL CLEARING AND GRUBBING	LS	1.000	2,500.00
		1.000	2,500.00
		0.000	0.00
0056                          1012.00	87.55	22.000	1,926.10
RIGHT-OF-WAY MARKERS	EACH	22.000	1,926.10
		0.000	0.00
		0.000	0.00
0057                          1020.03	12.36	45.000	556.20
DELINEATOR, TYPE III	EACH	45.000	556.20
		49.000	605.64
		0.000	0.00
0058                          1021.10	5.15	45.000	231.75
REMOVE DELINEATOR UNITS	EACH	45.000	231.75
		0.000	0.00
		0.000	0.00
0059                          1033.00	3,605.00	3.440	12,401.20
ROADWAY GRADING	StaM	3.440	12,401.20
		3.440	12,401.20
		0.000	0.00
0060                          1101.00	4.63	423.000	1,958.49
REMOVE PAVEMENT	m2	423.000	1,958.49
		423.000	1,958.49
		0.000	0.00
0061                          2001.00	30.86	200.000	6,172.00
GRAVEL SURFACE COURSE	m3	200.000	6,172.00
		200.000	6,172.00
		0.000	0.00
0062                          2021.00	51.50	8.000	412.00
MAILBOX POST	EACH	8.000	412.00
		7.000	360.50
		0.000	0.00
0063                          3040.11	124.49	4.900	610.00
CONCRETE PAVEMENT REPAIR, TYPE A, FULL DEPTH	m2	4.900	610.00
		0.000	0.00
		0.000	0.00
0064                          3040.12	118.31	95.800	11,334.10
CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH	m2	95.800	11,334.10
		108.260	12,808.24
		0.000	0.00
0065                          3040.13	111.89	88.900	9,947.02
CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH	m2	88.900	9,947.02
		48.200	5,393.10
		0.000	0.00
0066                          3221.05	118.31	462.100	54,671.05
CONCRETE PAVEMENT, CLASS PR-25	m2	462.100	54,671.05
JOINT REPAIR		689.280	81,548.72
		0.000	0.00
0067                          7017.00	6.65	30.500	202.83
REMOVE GUARDRAIL	m	30.500	202.83
		30.500	202.83
		0.000	0.00
0068                          9000.75	17.80	500.000	8,900.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	500.000	8,900.00
SPS		879.860	15,661.51
		0.000	0.00
0069                          9005.00	21.64	300.000	6,492.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	300.000	6,492.00
SPS		649.460	14,054.31
		0.000	0.00
0070                          9005.23	17.47	15,490.000	270,610.30
ASPHALTIC CONCRETE, TYPE SPS	Mg	15,490.000	270,610.30
		15,701.360	274,302.76
		0.000	0.00
0071                          9006.11	21.32	32,290.000	688,422.80
ASPHALTIC CONCRETE, TYPE 11	Mg	32,290.000	688,422.80
		35,604.580	759,089.64
		0.000	0.00
0072                          9009.00	1.43	5,526.000	7,902.18
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	5,526.000	7,902.18
		5,505.020	7,872.18
		-342.680	-490.03
0073                          9020.92	152.44	26.500	4,039.66
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING	Mg	26.500	4,039.66
		34.184	5,211.01
		0.000	0.00
0074                          9021.03	152.44	2,580.530	393,375.99
PERFORMANCE GRADED BINDER (58-28)	Mg	2,580.530	393,375.99
		2,233.300	340,444.27
		0.000	0.00
0075                          9053.00	0.24	206,490.000	49,557.60
TACK COAT	L	206,490.000	49,557.60
		160,930.000	38,623.20
		0.000	0.00
0076                          9111.00	5.02	1,057.000	5,306.14
WATER	kL	1,057.000	5,306.14
		0.000	0.00
		0.000	0.00
0077                          9140.00	206.00	24.125	4,969.75
JOINT SEALING - ASPHALT TO CONCRETE	StaM	24.125	4,969.75
		25.950	5,345.70
		0.000	0.00
0078                          9170.00	86.62	352.342	30,519.86
EARTH SHOULDER CONSTRUCTION	StaM	352.342	30,519.86
		352.342	30,519.86
		0.000	0.00
0079                          9179.23	412.36	190.923	78,729.01
COLD MILLING, CLASS 3	StaM	190.923	78,729.01
(50mm)		208.330	85,906.95
		0.000	0.00
0080                          9179.43	58.63	352.342	20,657.81
COLD MILLING, CLASS 3	StaM	352.342	20,657.81
(25mm)		50.530	2,962.57
		0.000	0.00
0081                          9188.50	12.84	154.000	1,977.36
SURFACING UNDER GUARDRAIL	m2	154.000	1,977.36
		154.000	1,977.36
		0.000	0.00
0082                          9300.01	25.00	12.000	300.00
ASPHALT CONCRETE THICKNESS CORE	EACH	12.000	300.00
		0.000	0.00
		0.000	0.00
0083                          9300.50	5,124.00	1.000	5,124.00
ASPHALT PAVEMENT SMOOTHNESS TESTING	LS	1.000	5,124.00
		1.000	5,124.00
		0.000	0.00
4000                          1010.16	0.687	0.000	0.00
ADDITIONAL EXCAVATION	m3	9,101.530	6,252.75
for shouldering and roadway grading		9,101.530	6,252.75
		0.000	0.00
4001                          9300.60	0.75	0.000	0.00
SMOOTHNESS INCENTIVE-ASPHALTIC CONCRETE	Mg	11,940.760	8,955.57
pay factor 103.51 %		11,940.760	8,955.57
		0.000	0.00
4002                          9300.64	5.35	0.000	0.00
SMOOTHNESS INCENTIVE-ASPHALT CEMENT	Mg	509.580	2,726.25
pay factor 103.51 %		509.580	2,726.25
		0.000	0.00
4004                          L006.10	51.89	0.000	0.00
COVERCROP SEEDING REVISED	ha	15.176	787.48
Replacementof regular mulch with a oat covercrop		15.176	787.48
		0.000	0.00
4005                          L032.75	82.40	0.000	0.00
MULCH	Mg	0.000	0.00
revise mulch to oat covercrop as a mulch		0.000	0.00
		70.000	5,768.00
GROUP 9 BITUMINOUS		Contracted	1,841,847.84
		Current	1,854,801.89
		In place	1,884,897.44
		This Estimate	5,277.97
GROUP 10 GENERAL ITEMS
0084                          0001.08	0.50	11,490.000	5,745.00
BARRICADE, TYPE II	BDAY	11,490.000	5,745.00
		39,342.000	19,671.00
		2,082.000	1,041.00
0085                          0001.10	3.09	1,856.000	5,735.04
BARRICADE, TYPE III	BDAY	1,856.000	5,735.04
		4,902.000	15,147.18
		188.000	580.92
0086                          0001.30	3.09	744.000	2,298.96
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	744.000	2,298.96
		250.000	772.50
		7.000	21.63
0087                          0001.90	0.26	22,318.000	5,802.68
SIGN DAY	EACH	22,318.000	5,802.68
		10,332.000	2,686.32
		404.000	105.04
0088                          0002.30	1.03	415.000	427.45
PAVEMENT MARKING REMOVAL	m	415.000	427.45
		415.000	427.45
		0.000	0.00
0089                          0002.38	1.03	280.000	288.40
TEMPORARY PAVEMENT MARKING, TYPE I	m	280.000	288.40
		830.000	854.90
		0.000	0.00
0090                          0002.39	2.06	310.000	638.60
TEMPORARY PAVEMENT MARKING, TYPE II	m	310.000	638.60
		0.000	0.00
		0.000	0.00
0091                          0003.10	181.92	220.000	40,022.40
FLAGGING	DAY	220.000	40,022.40
		114.000	20,738.88
		6.000	1,091.52
0092                          0003.20	229.92	26.000	5,977.92
FURNISHING AND OPERATING PILOT VEHICLE	DAY	26.000	5,977.92
		49.500	11,381.04
		-1.000	-229.92
0093                          0003.51	33.35	165.000	5,502.75
INSTALL CONCRETE PROTECTION BARRIER	m	165.000	5,502.75
		42.000	1,400.70
		0.000	0.00
0094                          0003.70	412.00	4.000	1,648.00
TEMPORARY RUMBLE STRIP	EACH	4.000	1,648.00
		0.000	0.00
		0.000	0.00
0095                          0003.75	10,857.87	1.000	10,857.87
TEMPORARY TRAFFIC SIGNAL	EACH	1.000	10,857.87
		1.000	10,857.87
		0.000	0.00
0096                          0010.04	4,416.00	1.000	4,416.00
FIELD OFFICE	EACH	1.000	4,416.00
		1.000	4,416.00
		0.000	0.00
0097                          0030.00	5,000.00	1.000	5,000.00
MOBILIZATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00
0098                          9110.01	60.76	70.000	4,253.20
RENTAL OF LOADER, FULLY OPERATED	HOUR	70.000	4,253.20
		46.000	2,794.96
		0.000	0.00
0099                          9110.02	60.76	60.000	3,645.60
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	60.000	3,645.60
		48.000	2,916.48
		0.000	0.00
0100                          9110.03	51.58	70.000	3,610.60
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	70.000	3,610.60
		238.000	12,276.04
		0.000	0.00
0101                          9110.07	37.53	70.000	2,627.10
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	70.000	2,627.10
		28.000	1,050.84
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	108,497.57
		Current	108,497.57
		In place	112,392.16
		This Estimate	2,610.19
Totals for contract		Contracted	2,533,883.41
		Current	2,553,758.77
		In place	2,581,565.60
		This Estimate	8,228.06