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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	2817 MCC, LLC
Contract ID:	2784X
Estimate Number:	0007
Pay Period End Date:	07.26.2003

Contract Location:
SPRINGFIELD NORTH	Estimate Type:	PROG
Contractor:
MCC, LLC	Date Let:	11.14.2002
6615 S 156TH ST	Date Awarded:
	Date Contract Executed:	12.26.2002
	Date Notice to Proceed:	12.26.2002
OMAHA NE 68135-2407	Date Work Began:	03.21.2003
Phone:	Date Physical Work Completed:
(402)896-6790	Date Accepted:
Escrow Agent:
Surety Co:
TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA

Counties
SARPY

Project Number		PCT			Fed State Project Number		Description
21784 000		0.000			BR-3770(2)		GRAD CONC PAVE CULV BR GDRL

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$437,554.87	$378,818.79	$58,736.08
$907,137.21	Stockpiled Materials	$75,086.13	$76,928.45	$-1,842.32
Original Contract Amt	Gross Earnings	$512,641.00	$455,747.24	$56,893.76
$899,718.76	Retainage	$-4,375.55	$-3,788.19	$-587.36
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
48.23%	Net Earnings	$508,265.45	$451,959.05	$56,306.40
	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	$59.91	$59.91	$.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	$59.91	$59.91	$.00
	Payment	$508,325.36	$452,018.96	$56,306.40
Project Manager			Div. Head/Dist. Eng.
Khalaf, Zahi	07.28.2003		Lech, Marvin (Marv)	07.29.2003
Constr. Estimate Eng.			Materials Eng.
Hitzeman, Bill	07.30.2003
Controller Div. Processed
Burling, Laurie	07.30.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0004
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0056	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Initial Payment	5,294.46	0314909196
		EPOXY COATED RE-STEEL FOR PVMT APPR.
0070	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	11,795.54	0314909194
		EPOXY COATED RE-STEEL
		Total for estimate 0004:	17,090.00
Est Nbr:	0005
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0065	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Initial Payment	64,250.00	CI130030
		PRECAST/PRESTRESSED CONC. SUPERSTR.
0070	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,284.32	0314909194
		EPOXY COATED RE-STEEL
		Total for estimate 0005:	62,965.68
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0070	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-3,127.23	0314909194
		EPOXY COATED RE-STEEL
		Total for estimate 0006:	-3,127.23
Est Nbr:	0007
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0070	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,842.32	0314909194
		EPOXY COATED RE-STEEL
		Total for estimate 0007:	-1,842.32
		Total remaining for contract:	75,086.13

			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                          0030.10	13,000.00	1.000	13,000.00
MOBILIZATION	LS	1.000	13,000.00
		1.000	13,000.00
		0.000	0.00
0002                          1009.00	4,200.00	1.000	4,200.00
GENERAL CLEARING AND GRUBBING	LS	1.000	4,200.00
		1.000	4,200.00
		0.000	0.00
0003                          1010.01	2.63	2,664.000	7,006.32
EXCAVATION (ESTABLISHED QUANTITY)	m3	2,664.000	7,006.32
		2,690.000	7,074.70
		0.000	0.00
0004                          1011.00	7.35	502.000	3,689.70
WATER	kL	502.000	3,689.70
		37.854	278.23
		37.854	278.23
0005                          1030.00	4.15	7,165.000	29,734.75
EARTHWORK MEASURED IN EMBANKMENT	m3	7,165.000	29,734.75
		5,093.000	21,135.95
		2,100.000	8,715.00
0006                          1101.00	3.15	724.000	2,280.60
REMOVE PAVEMENT	m2	724.000	2,280.60
		0.000	0.00
		0.000	0.00
0007                          1102.00	4.20	5,414.000	22,738.80
REMOVE ASPHALT SURFACE	m2	5,414.000	22,738.80
		2,379.000	9,991.80
		0.000	0.00
0008                          1106.00	3.15	766.000	2,412.90
REMOVE DRIVEWAY	m2	766.000	2,412.90
		448.000	1,411.20
		448.000	1,411.20
0009                          1111.00	0.53	33.000	17.49
REMOVE FENCE	m	33.000	17.49
		33.000	17.49
		0.000	0.00
0010                          1122.01	4.20	15.000	63.00
REMOVE CONCRETE MEDIAN SURFACING	m2	15.000	63.00
		0.000	0.00
		0.000	0.00
0011                          4350.18	57.75	13.000	750.75
450 mm CORRUGATED METAL PIPE	m	13.000	750.75
		26.400	1,524.60
		26.400	1,524.60
0012                          4351.25	945.00	33.000	31,185.00
3660 mm CORRUGATED METAL PIPE	m	33.000	31,185.00
		33.000	31,185.00
		0.000	0.00
0013                          L006.00	472.50	1.000	472.50
COVER CROP SEEDING	ha	1.000	472.50
		0.000	0.00
		0.000	0.00
0014                          L010.98	2.63	346.000	909.98
TEMPORARY EROSION CONTROL	m2	346.000	909.98
		355.260	934.33
		0.000	0.00
0015                          L020.00	2.89	1,461.000	4,222.29
EROSION CONTROL	m2	1,461.000	4,222.29
		0.000	0.00
		0.000	0.00
0016                          L022.11	9.98	580.000	5,788.40
FABRIC SILT FENCE-LOW POROSITY	m	580.000	5,788.40
		549.100	5,480.02
		0.000	0.00
0017                          L022.12	11.03	99.000	1,091.97
FABRIC SILT FENCE-HIGH POROSITY	m	99.000	1,091.97
		0.000	0.00
		0.000	0.00
0018                          L033.00	157.50	4.000	630.00
REMOVE AND RESET TREE	EACH	4.000	630.00
		3.000	472.50
		0.000	0.00
4001                          1900.11	6,769.35	0.000	0.00
REMOVAL	EACH	1.000	6,769.35
Remove, Haul, And Dispose Of Concrete Rubble		0.500	3,384.68
		0.000	0.00
GROUP 1 GRADING		Contracted	130,194.45
		Current	136,963.80
		In place	100,090.50
		This Estimate	11,929.03
GROUP 3 CONCRETE PAVEMENT
0019                          0002.30	2.10	400.000	840.00
PAVEMENT MARKING REMOVAL	m	400.000	840.00
		144.000	302.40
		0.000	0.00
0020                          0002.31	1.05	2,200.000	2,310.00
TEMPORARY PAVEMENT MARKING	m	2,200.000	2,310.00
		4,088.000	4,292.40
		0.000	0.00
0021                          0030.30	6,625.00	1.000	6,625.00
MOBILIZATION	LS	1.000	6,625.00
		1.000	6,625.00
		0.000	0.00
0022                          2010.03	16.80	56.000	940.80
CRUSHED ROCK SURFACE COURSE	Mg	56.000	940.80
		23.280	391.10
		23.280	391.10
0023                          3014.11	51.45	43.000	2,212.35
COMBINATION CONCRETE CLASS 47B-25 CURB AND GUTTER	m	43.000	2,212.35
		0.000	0.00
		0.000	0.00
0024                          3020.24	39.74	561.000	22,294.14
CONCRETE CLASS 47B-25 DRIVEWAY	m2	561.000	22,294.14
		0.000	0.00
		0.000	0.00
0025                          3075.42	40.48	3,133.000	126,823.84
230 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	3,133.000	126,823.84
		0.000	0.00
		0.000	0.00
0026                          3300.65	420.00	2.000	840.00
CONCRETE PAVEMENT THICKNESS CORE	EACH	2.000	840.00
		0.000	0.00
		0.000	0.00
0027                          4024.55	288.75	2.750	794.06
FLUME SPILLWAY	m	2.750	794.06
		0.000	0.00
		0.000	0.00
0028                          4024.70	1,837.50	1.000	1,837.50
CONCRETE FLUME, TYPE I	EACH	1.000	1,837.50
		0.000	0.00
		0.000	0.00
0029                          9005.30	30.29	1,374.000	41,618.46
ASPHALTIC CONCRETE, TYPE SP2(12.5)	Mg	1,374.000	41,618.46
		1,467.910	44,462.99
		0.000	0.00
0030                          9021.01	219.45	73.980	16,234.91
PERFORMANCE GRADED BINDER (64-22)	Mg	73.980	16,234.91
		66.130	14,512.23
		0.000	0.00
0031                          9053.00	0.26	730.000	189.80
TACK COAT	L	730.000	189.80
		1,041.000	270.66
		0.000	0.00
0032                          9111.00	7.35	76.000	558.60
WATER	kL	76.000	558.60
		0.000	0.00
		0.000	0.00
0033                          9170.00	262.50	7.400	1,942.50
EARTH SHOULDER CONSTRUCTION	StaM	7.400	1,942.50
		0.000	0.00
		0.000	0.00
0034                          9173.20	2.10	3,694.000	7,757.40
SUBGRADE PREPARATION	m2	3,694.000	7,757.40
		3,056.970	6,419.64
		0.000	0.00
0035                          L001.02	2,625.00	1.000	2,625.00
SEEDING, TYPE B	ha	1.000	2,625.00
		0.000	0.00
		0.000	0.00
0036                          L006.50	1,575.00	0.200	315.00
TEMPORARY SEEDING	ha	0.200	315.00
		0.260	409.50
		0.000	0.00
0037                          L010.00	6.83	333.000	2,274.39
SODDING	m2	333.000	2,274.39
		0.000	0.00
		0.000	0.00
0038                          L032.75	84.00	5.000	420.00
MULCH	Mg	5.000	420.00
		0.000	0.00
		0.000	0.00
0039                          L032.80	1,050.00	0.500	525.00
HYDROMULCH	Mg	0.500	525.00
		0.260	273.00
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	239,978.75
		Current	239,978.75
		In place	77,958.92
		This Estimate	391.10
GROUP 4 CULVERTS
0040                          0030.40	500.00	1.000	500.00
MOBILIZATION	LS	1.000	500.00
		0.000	0.00
		0.000	0.00
0041                          4002.00	4.04	57.000	230.28
CAST IRON COVER AND FRAME	kg	57.000	230.28
		0.000	0.00
		0.000	0.00
0042                          4043.50	19.11	26.000	496.86
REMOVE SEWER PIPE	m	26.000	496.86
		0.000	0.00
		0.000	0.00
0043                          4049.75	3,081.75	1.000	3,081.75
OUTLET STRUCTURE	EACH	1.000	3,081.75
		0.000	0.00
		0.000	0.00
0044                          4050.01	16.96	95.000	1,611.20
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	95.000	1,611.20
		0.000	0.00
		0.000	0.00
0045                          4105.59	1,092.26	1.940	2,118.98
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	1.940	2,118.98
		0.000	0.00
		0.000	0.00
0046                          4107.07	607.94	0.320	194.54
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	0.320	194.54
		0.000	0.00
		0.000	0.00
0047                          4155.50	7.35	14.000	102.90
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	14.000	102.90
		0.000	0.00
		0.000	0.00
0048                          4157.00	7.35	17.000	124.95
REINFORCING STEEL FOR COLLARS	kg	17.000	124.95
		0.000	0.00
		0.000	0.00
0049                          4350.36	129.78	52.400	6,800.47
900 mm CORRUGATED METAL PIPE	m	52.400	6,800.47
		0.000	0.00
		0.000	0.00
0050                          4360.36	630.00	1.000	630.00
900 mm METAL FLARED-END SECTION	EACH	1.000	630.00
		0.000	0.00
		0.000	0.00
0051                          4460.18	525.00	1.000	525.00
450 mm CONCRETE FLARED-END SECTION	EACH	1.000	525.00
		0.000	0.00
		0.000	0.00
0052                          4600.18	76.28	86.500	6,598.22
450 mm REINFORCED CONCRETE SEWER PIPE	m	86.500	6,598.22
		0.000	0.00
		0.000	0.00
GROUP 4 CULVERTS		Contracted	23,015.16
		Current	23,015.16
		In place	0.00
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 2+75.405
0053                          0030.60	32,000.00	1.000	32,000.00
MOBILIZATION	LS	1.000	32,000.00
		1.000	32,000.00
		0.000	0.00
0054                          1043.50	2.00	37.000	74.00
RIPRAP FILTER FABRIC	m2	37.000	74.00
		0.000	0.00
		0.000	0.00
0055                          3050.15	220.00	136.500	30,030.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	136.500	30,030.00
		0.000	0.00
		0.000	0.00
0056                          3051.10	1.20	8,995.000	10,794.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	8,995.000	10,794.00
		0.000	0.00
		0.000	0.00
0057                          6000.10	3,750.00	1.000	3,750.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	3,750.00
		0.000	0.00
		0.000	0.00
0058                          6000.11	3,750.00	1.000	3,750.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	3,750.00
		1.000	3,750.00
		0.000	0.00
0059                          6001.50	9,750.00	1.000	9,750.00
BENT NO.1 EXCAVATION	LS	1.000	9,750.00
		1.000	9,750.00
		0.000	0.00
0060                          6001.51	9,750.00	1.000	9,750.00
BENT NO.2 EXCAVATION	LS	1.000	9,750.00
		1.000	9,750.00
		0.000	0.00
0061                          6005.35	100.00	25.620	2,562.00
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	25.620	2,562.00
		0.000	0.00
		0.000	0.00
0062                          6005.60	55.00	84.000	4,620.00
ELASTOMERIC BEARING	EACH	84.000	4,620.00
		0.000	0.00
		0.000	0.00
0063                          6010.22	334.90	218.900	73,309.61
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	218.900	73,309.61
		230.160	77,080.58
		47.460	15,894.35
0064                          6010.26	425.00	103.500	43,987.50
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	103.500	43,987.50
		0.000	0.00
		0.000	0.00
0065                          6011.11	68,000.00	1.000	68,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	68,000.00
AT STA. 2+75.405		0.000	0.00
		0.000	0.00
0066                          6040.00	27,000.00	1.000	27,000.00
REMOVE STRUCTURE	EACH	1.000	27,000.00
AT STA. 2+74.114		1.000	27,000.00
		0.000	0.00
0067                          6080.00	2.10	1,795.000	3,769.50
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	1,795.000	3,769.50
		0.000	0.00
		0.000	0.00
0068                          6104.00	11.00	47.000	517.00
BROKEN CONCRETE RIPRAP	Mg	47.000	517.00
		0.000	0.00
		0.000	0.00
0069                          6105.02	25.00	1,434.000	35,850.00
ROCK RIPRAP, TYPE B	Mg	1,434.000	35,850.00
		557.780	13,944.50
		0.000	0.00
0070                          6131.50	1.24	20,040.000	24,849.60
EPOXY COATED REINFORCING STEEL	kg	20,040.000	24,849.60
		10,625.000	13,175.00
		3,130.000	3,881.20
0071                          6210.12	33.00	799.200	26,373.60
HP 250 mm X 62 kg STEEL PILING	m	799.200	26,373.60
		788.140	26,008.62
		214.000	7,062.00
0072                          6310.00	100.00	366.600	36,660.00
STEEL SHEET PILING	m2	366.600	36,660.00
		366.600	36,660.00
		183.400	18,340.00
0073                          6401.00	105.00	44.150	4,635.75
PEDESTRIAN BARRIER RAIL	m	44.150	4,635.75
		0.000	0.00
		0.000	0.00
0074                          6404.00	172.20	44.200	7,611.24
PEDESTRIAN RAILING (CHAIN LINK TYPE)	m	44.200	7,611.24
		0.000	0.00
		0.000	0.00
0075                          8091.00	20.00	225.000	4,500.00
GRANULAR BACKFILL	m3	225.000	4,500.00
		125.000	2,500.00
		0.000	0.00
4002                          6210.61	66.00	0.000	0.00
PILE SPLICE	EACH	1.000	66.00
PILE SPLICE		2.000	132.00
		0.000	0.00
4003                          4976.08	13.20	0.000	0.00
ADDITIONAL COST	m	3.000	39.60
PILE OVERDDRIVING		3.000	39.60
		0.000	0.00
4005                          3900.22	26.13	0.000	0.00
ADDITIONAL COST	m3	20.800	543.50
ROCK BEDDING		20.800	543.50
		0.000	0.00
GROUP 6 BRIDGE AT STA. 2+75.405		Contracted	464,143.80
		Current	464,792.90
		In place	252,333.80
		This Estimate	45,177.55
GROUP 7 GUARDRAIL
0076                          0030.70	1,125.80	1.000	1,125.80
MOBILIZATION	LS	1.000	1,125.80
		1.000	1,125.80
		0.000	0.00
0077                          7011.20	40.00	135.260	5,410.40
W-BEAM GUARDRAIL	m	135.260	5,410.40
		0.000	0.00
		0.000	0.00
0078                          7020.00	2,600.00	4.000	10,400.00
BRIDGE APPROACH SECTIONS	EACH	4.000	10,400.00
		0.000	0.00
		0.000	0.00
0079                          7021.70	1,500.00	6.000	9,000.00
GUARDRAIL END TREATMENT, SRT-350	EACH	6.000	9,000.00
		0.000	0.00
		0.000	0.00
0080                          7022.00	450.00	2.000	900.00
END ANCHORAGE ASSEMBLY	EACH	2.000	900.00
		0.000	0.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	26,836.20
		Current	26,836.20
		In place	1,125.80
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0081                          0001.08	0.50	2,426.000	1,213.00
BARRICADE, TYPE II	BDAY	2,426.000	1,213.00
		3,942.000	1,971.00
		994.000	497.00
0082                          0001.10	2.00	1,392.000	2,784.00
BARRICADE, TYPE III	BDAY	1,392.000	2,784.00
		1,138.000	2,276.00
		270.000	540.00
0083                          0001.90	0.20	4,767.000	953.40
SIGN DAY	EACH	4,767.000	953.40
		2,219.000	443.80
		532.000	106.40
0084                          0003.10	190.00	40.000	7,600.00
FLAGGING	DAY	40.000	7,600.00
		4.500	855.00
		0.500	95.00
0085                          0010.04	2,500.00	1.000	2,500.00
FIELD OFFICE	EACH	1.000	2,500.00
		0.000	0.00
		0.000	0.00
0086                          0030.00	500.00	1.000	500.00
MOBILIZATION	LS	1.000	500.00
		1.000	500.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	15,550.40
		Current	15,550.40
		In place	6,045.80
		This Estimate	1,238.40
Totals for contract		Contracted	899,718.76
		Current	907,137.21
		In place	437,554.82
		This Estimate	58,736.08