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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	2817 MCC, L.L.C.
Contract ID:	2560
Estimate Number:	0012
Pay Period End Date:	01.26.2002

Contract Location:
MAIN STREET IN ELKHORN	Estimate Type:	FINL
Contractor:
MCC, L.L.C.	Date Let:	12.07.2000
6615 S 156TH ST	Date Awarded:	01.10.2001
	Date Contract Executed:	02.06.2001
	Date Notice to Proceed:	02.06.2001
OMAHA NE 68135-2407	Date Work Began:	06.04.2001
Phone:	Date Physical Work Completed:
(402)896-6790	Date Accepted:
Escrow Agent:
Surety Co:
TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA

Counties
DOUGLAS

Project Number		PCT			Fed State Project Number		Description
21560 000		0.000			BRO-7028(39)		GRAD CONC PAVE CULV BR GDRL

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$416,541.09	$416,056.41	$484.68
$416,495.70	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$416,541.09	$416,056.41	$484.68
$395,954.49	Retainage	$.00	$-4,160.56	$4,160.56
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
100.01%	Net Earnings	$416,541.09	$411,895.85	$4,645.24
	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	$-36.07	$-36.07	$.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	-$36.07	-$36.07	$.00
	Payment	$416,505.02	$411,859.78	$4,645.24
Project Manager			Div. Head/Dist. Eng.
Jacobs, Micky	03.21.2002		Lech, Marvin (Marv)	03.21.2002
Constr. Estimate Eng.			Materials Eng.
Davis, Carl	03.22.2002		Hall, David	03.22.2002
Controller Div. Processed
Harring, Joyce	05.16.2002

		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 1 GRADING
0001                          L006.00	310.00	1.000	310.00
COVER CROP SEEDING	ACRE	1.000	310.00
		2.050	635.50
		0.000	0.00
0002                          0030.10	2,800.00	1.000	2,800.00
MOBILIZATION	LS	1.000	2,800.00
		1.000	2,800.00
		0.000	0.00
0003                          1000.00	82.00	14.000	1,148.00
LARGE TREE REMOVAL	EACH	14.000	1,148.00
		26.000	2,132.00
		0.000	0.00
0004                          1011.00	28.00	47.000	1,316.00
WATER	MGAL	47.000	1,316.00
		0.000	0.00
		0.000	0.00
0005                          1030.00	6.15	3,608.000	22,189.20
EARTHWORK MEASURED IN EMBANKMENT	CY	3,608.000	22,189.20
		3,608.000	22,189.20
		0.000	0.00
0006                          1043.50	3.80	549.000	2,086.20
RIPRAP FILTER FABRIC	SY	549.000	2,086.20
		549.000	2,086.20
		0.000	0.00
0007                          1101.00	2.80	1,022.000	2,861.60
REMOVE PAVEMENT	SY	1,022.000	2,861.60
		971.700	2,720.76
		0.000	0.00
0008                          1106.00	6.15	77.000	473.55
REMOVE DRIVEWAY	SY	77.000	473.55
		77.000	473.55
		0.000	0.00
0009                          1114.10	4.50	103.000	463.50
REMOVE RETAINING WALL	LF	103.000	463.50
		103.000	463.50
		0.000	0.00
0010                          2017.00	24.00	275.000	6,600.00
CRUSHED ROCK	TON	275.000	6,600.00
		271.000	6,504.00
		0.000	0.00
4003                          9110.06	135.00	0.000	0.00
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	36.500	4,927.50
Abutment #2 and Grade Beam #2		36.500	4,927.50
		0.000	0.00
GROUP 1 GRADING		Contracted	40,248.05
		Current	45,175.55
		In place	44,932.21
		This Estimate	0.00
GROUP 3 CONCRETE PAVEMENT
0011                          L001.01	1,130.00	1.000	1,130.00
SEEDING, TYPE A	ACRE	1.000	1,130.00
		2.050	2,316.50
		0.000	0.00
0012                          L032.75	74.00	2.000	148.00
MULCH	TON	2.000	148.00
		4.100	303.40
		0.000	0.00
0013                          0030.30	2,900.00	1.000	2,900.00
MOBILIZATION	LS	1.000	2,900.00
		1.000	2,900.00
		0.000	0.00
0014                          3016.21	24.30	227.000	5,516.10
CONCRETE CLASS 47B-3000 SIDEWALKS	SY	359.300	8,730.99
		359.300	8,730.99
		0.000	0.00
0015                          3020.26	26.90	302.000	8,123.80
CONCRETE CLASS 47B-3625 DRIVEWAY	SY	302.000	8,123.80
		328.090	8,825.62
		0.000	0.00
0016                          3075.31	32.75	708.000	23,187.00
8" CONCRETE PAVEMENT, CLASS 47B-3625	SY	690.000	22,597.50
		715.810	23,442.78
		-0.040	-1.31
4001                          9005.23	84.00	0.000	0.00
ASPHALTIC CONCRETE, TYPE SPS	TON	31.000	2,604.00
RAILROAD ASPHALT PAVING BEAM		0.000	0.00
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	41,004.90
		Current	46,234.29
		In place	46,519.29
		This Estimate	-1.31
GROUP 4 CULVERTS
0017                          0030.40	0.01	1.000	0.01
MOBILIZATION	LS	1.000	0.01
		1.000	0.01
		0.000	0.00
0018                          4002.00	2.85	250.000	712.50
CAST IRON COVER AND FRAME	LB	250.000	712.50
		250.000	712.50
		0.000	0.00
0019                          4005.00	2.55	345.000	879.75
CAST IRON RING AND COVER	LB	345.000	879.75
		345.000	879.75
		0.000	0.00
0020                          4011.60	2,400.00	1.000	2,400.00
AREA INLET	EACH	1.000	2,400.00
		1.000	2,400.00
		0.000	0.00
0021                          4016.00	2,150.00	1.000	2,150.00
MANHOLE	EACH	1.000	2,150.00
		1.000	2,150.00
		0.000	0.00
0022                          4043.50	15.50	26.000	403.00
REMOVE SEWER PIPE	LF	26.000	403.00
		26.000	403.00
		0.000	0.00
0023                          4049.75	1,730.00	1.000	1,730.00
OUTLET STRUCTURE	EACH	1.000	1,730.00
		1.000	1,730.00
		0.000	0.00
0024                          4105.59	730.00	4.480	3,270.40
CLASS 47B-3000 CONCRETE FOR INLET AND JUNCTION BOX	CY	4.480	3,270.40
		4.480	3,270.40
		0.000	0.00
0025                          4107.07	375.00	0.420	157.50
CLASS 47B-3000 OR AX-3000 CONCRETE FOR CONCRETE COLLARS	CY	0.420	157.50
		0.420	157.50
		0.000	0.00
0026                          4155.50	1.43	232.000	331.76
REINFORCING STEEL FOR INLET AND JUNCTION BOX	LB	232.000	331.76
		232.000	331.76
		0.000	0.00
0027                          4157.00	1.43	38.000	54.34
REINFORCING STEEL FOR COLLARS	LB	38.000	54.34
		38.000	54.34
		0.000	0.00
0028                          4600.15	40.00	32.000	1,280.00
15" REINFORCED CONCRETE SEWER PIPE	LF	32.000	1,280.00
		32.000	1,280.00
		0.000	0.00
0029                          4600.18	43.00	70.000	3,010.00
18" REINFORCED CONCRETE SEWER PIPE	LF	70.000	3,010.00
		70.000	3,010.00
		0.000	0.00
0030                          4600.36	66.50	309.000	20,548.50
36" REINFORCED CONCRETE SEWER PIPE	LF	309.000	20,548.50
		309.000	20,548.50
		0.000	0.00
4002                          2015.00	21.30	0.000	0.00
CRUSHED ROCK BEDDING	TON	100.000	2,130.00
Group 4 - Unsuitable Materials		95.300	2,029.89
		0.000	0.00
GROUP 4 CULVERTS		Contracted	36,927.76
		Current	39,057.76
		In place	38,957.65
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 17+95.00
0031                          0030.60	27,000.00	1.000	27,000.00
MOBILIZATION	LS	1.000	27,000.00
		1.000	27,000.00
		0.018	486.00
0032                          1043.50	2.80	541.000	1,514.80
RIPRAP FILTER FABRIC	SY	541.000	1,514.80
		541.000	1,514.80
		0.000	0.00
0033                          3050.15	161.00	131.800	21,219.80
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000	CY	131.800	21,219.80
		131.800	21,219.80
		0.000	0.00
0034                          3051.10	0.58	12,320.000	7,145.60
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	LB	12,320.000	7,145.60
		12,320.000	7,145.60
		0.000	0.00
0035                          6000.10	2,000.00	1.000	2,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00
0036                          6000.11	2,000.00	1.000	2,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00
0037                          6000.20	9,250.00	1.000	9,250.00
PIER NO.1 EXCAVATION	LS	1.000	9,250.00
		1.000	9,250.00
		0.000	0.00
0038                          6000.21	9,250.00	1.000	9,250.00
PIER NO.2 EXCAVATION	LS	1.000	9,250.00
		1.000	9,250.00
		0.000	0.00
0039                          6010.22	250.00	220.300	55,075.00
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	220.300	55,075.00
		220.300	55,075.00
		0.000	0.00
0040                          6010.26	420.00	115.100	48,342.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	115.100	48,342.00
		115.100	48,342.00
		0.000	0.00
0041                          6040.00	20,000.00	1.000	20,000.00
REMOVE STRUCTURE	EACH	1.000	20,000.00
AT STA. 17+74, 20' RT.		1.000	20,000.00
		0.000	0.00
0042                          6080.00	1.50	1,485.000	2,227.50
STRUCTURAL STEEL FOR SUBSTRUCTURE	LB	1,485.000	2,227.50
		1,485.000	2,227.50
		0.000	0.00
0043                          6104.00	10.00	450.000	4,500.00
BROKEN CONCRETE RIPRAP	TON	450.000	4,500.00
		450.000	4,500.00
		0.000	0.00
0044                          6131.50	0.60	34,205.000	20,523.00
EPOXY COATED REINFORCING STEEL	LB	34,205.000	20,523.00
		34,205.000	20,523.00
		0.000	0.00
0045                          6210.12	13.50	1,940.000	26,190.00
HP 10"X42# STEEL PILING	LF	1,940.000	26,190.00
		1,940.000	26,190.00
		0.000	0.00
0046                          6401.00	35.00	68.000	2,380.00
PEDESTRIAN BARRIER RAIL	LF	68.000	2,380.00
		68.000	2,380.00
		0.000	0.00
0047                          6404.00	35.00	86.000	3,010.00
PEDESTRIAN RAILING (CHAIN LINK TYPE)	LF	86.000	3,010.00
		86.000	3,010.00
		0.000	0.00
0048                          8091.00	22.00	158.500	3,487.00
GRANULAR BACKFILL	CY	158.500	3,487.00
		158.500	3,487.00
		0.000	0.00
4004                          1010.53	57.75	0.000	0.00
REMOVAL OF UNSIUTABLE MATERIAL	TON	120.000	6,930.00
Removal of Unsuitable (Contaminated) Material		120.000	6,930.00
		0.000	0.00
GROUP 6 BRIDGE AT STA. 17+95.00		Contracted	265,114.70
		Current	272,044.70
		In place	272,044.70
		This Estimate	486.00
GROUP 7 GUARDRAIL
0049                          0030.70	0.01	1.000	0.01
MOBILIZATION	LS	1.000	0.01
		1.000	0.01
		0.000	0.00
0050                          7020.00	1,200.00	4.000	4,800.00
BRIDGE APPROACH SECTIONS	EACH	4.000	4,800.00
		4.000	4,800.00
		0.000	0.00
0051                          7021.44	1,400.00	1.000	1,400.00
BREAKAWAY CABLE TERMINAL	EACH	1.000	1,400.00
MODIFIED		1.000	1,400.00
		0.000	0.00
0052                          7021.45	1,100.00	3.000	3,300.00
BREAKAWAY CABLE TERMINAL	EACH	3.000	3,300.00
		3.000	3,300.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	9,500.01
		Current	9,500.01
		In place	9,500.01
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0053                          0001.10	1.64	1,332.000	2,184.48
BARRICADE, TYPE III	BDAY	1,797.000	2,947.08
		1,797.000	2,947.08
		0.000	0.00
0054                          0001.30	1.86	222.000	412.92
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	524.000	974.64
		524.000	974.64
		0.000	0.00
0055                          0001.90	0.23	2,442.000	561.66
SIGN DAY	EACH	2,442.000	561.66
		2,893.000	665.39
		0.000	0.00
0056                          0030.00	0.01	1.000	0.01
MOBILIZATION	LS	1.000	0.01
		1.000	0.02
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	3,159.07
		Current	4,483.39
		In place	4,587.13
		This Estimate	0.00
Totals for contract		Contracted	395,954.49
		Current	416,495.70
		In place	416,540.99
		This Estimate	484.69