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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	2817 MCC, LLC
Contract ID:	1499
Estimate Number:	0005
Pay Period End Date:	03.29.2003

Contract Location:
ROCA NORTHWEST	Estimate Type:	PROG
Contractor:
MCC, LLC	Date Let:	11.14.2002
6615 S 156TH ST	Date Awarded:	12.04.2002
	Date Contract Executed:	12.20.2002
	Date Notice to Proceed:	12.20.2002
OMAHA NE 68135-2407	Date Work Began:	01.13.2003
Phone:	Date Physical Work Completed:
(402)896-6790	Date Accepted:
Escrow Agent:
Surety Co:
TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA

Counties
LANCASTER

Project Number		PCT			Fed State Project Number		Description
12499 000		0.000			BR-3300(2)		BRIDGE

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$234,560.98	$197,321.96	$37,239.02
$564,918.78	Stockpiled Materials	$26,031.49	$11,344.97	$14,686.52
Original Contract Amt	Gross Earnings	$260,592.47	$208,666.93	$51,925.54
$563,983.95	Retainage	$-2,345.61	$-1,973.22	$-372.39
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
41.52%	Net Earnings	$258,246.86	$206,693.71	$51,553.15
	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	$12.75	$.00	$12.75
	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	$12.75	$.00	$12.75
	Payment	$258,259.61	$206,693.71	$51,565.90
Project Manager			Project Engineer
Podany, Chris	04.01.2003		Murillo, Ernest	04.01.2003
Div. Head/Dist. Eng.			Constr. Estimate Eng.
Sklenar, Michael J	04.03.2003		Bartos, Steve	04.03.2003
Controller Div. Processed
Burling, Laurie	04.03.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0003
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0028	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Initial Payment	2,364.75	2-8-C
		STRUCTURAL STEEL FOR SUBSTRUCTURE
0030	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	7,275.69	518090
		EPOXY COATED RE-STEEL
0031	6210.14	HP 12"X53# STEEL PILING
		S.P. Initial Payment	18,295.20	2-4,8,9-C
		HP 12" x 53# STEEL PILING
		S.P. Adjustment	-6,376.23	2-4,8,9-C
		HP 12" x 53# STEEL PILING
		Total for estimate 0003:	21,559.41
Est Nbr:	0004
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0028	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Adjustment	-1,576.50	2-8-C
		STRUCTURAL STEEL FOR SUBSTRUCTURE
0030	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-2,211.34	518090
		EPOXY COATED RE-STEEL
0031	6210.14	HP 12"X53# STEEL PILING
		S.P. Adjustment	-6,426.60	2-4,8,9-C
		HP 12" x 53# STEEL PILING
		Total for estimate 0004:	-10,214.44
Est Nbr:	0005
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0028	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Adjustment	-788.25	2-8-C
		STRUCTURAL STEEL FOR SUBSTRUCTURE
0030	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,130.43	518090
		EPOXY COATED RE-STEEL
		S.P. Initial Payment	22,097.56	524766
		EPOXY COATED RE-STEEL
0031	6210.14	HP 12"X53# STEEL PILING
		S.P. Adjustment	-5,492.36	2-4,8,9-C
		HP 12" x 53# STEEL PILING
		Total for estimate 0005:	14,686.52
		Total remaining for contract:	26,031.49

			1. Contracted
			2. Current
			3. To date
Item Nbr        Item Code	Unit Price		4. This Est
Item Description	Units	Qty	Amount
GROUP 6 BRIDGE AT STA. 49+55
0001                          0001.10	1.20	2,496.000	2,995.20
BARRICADE, TYPE III	BDAY	2,496.000	2,995.20
		1,520.000	1,824.00
		280.000	336.00
0002                          0001.90	0.50	2,912.000	1,456.00
SIGN DAY	EACH	2,912.000	1,456.00
		3,754.000	1,877.00
		672.000	336.00
0003                          0030.60	55,000.00	1.000	55,000.00
MOBILIZATION	LS	1.000	55,000.00
		1.000	55,000.00
		0.000	0.00
0004                          1000.00	325.00	6.000	1,950.00
LARGE TREE REMOVAL	EACH	6.000	1,950.00
		6.000	1,950.00
		0.000	0.00
0005                          1009.00	1,600.00	1.000	1,600.00
GENERAL CLEARING AND GRUBBING	LS	1.000	1,600.00
		1.000	1,600.00
		0.000	0.00
0006                          1010.01	3.70	2,321.000	8,587.70
EXCAVATION (ESTABLISHED QUANTITY)	CY	2,321.000	8,587.70
		300.000	1,110.00
		300.000	1,110.00
0007                          1043.50	2.00	775.000	1,550.00
RIPRAP FILTER FABRIC	SY	775.000	1,550.00
		0.000	0.00
		0.000	0.00
0008                          1102.00	4.00	1,700.000	6,800.00
REMOVE ASPHALT SURFACE	SY	1,700.000	6,800.00
		0.000	0.00
		0.000	0.00
0009                          1300.24	15.50	32.000	496.00
24" DRIVEWAY CULVERT PIPE	LF	32.000	496.00
		0.000	0.00
		0.000	0.00
0010                          3050.15	165.00	162.000	26,730.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000	CY	162.000	26,730.00
		0.000	0.00
		0.000	0.00
0011                          3051.10	0.49	15,515.000	7,602.35
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	LB	15,515.000	7,602.35
		0.000	0.00
		0.000	0.00
0012                          3075.52	34.20	1,991.000	68,092.20
10" CONCRETE PAVEMENT, CLASS 47B-3500	SY	1,991.000	68,092.20
		0.000	0.00
		0.000	0.00
0013                          4043.00	5.50	54.000	297.00
REMOVE CULVERT PIPE	LF	54.000	297.00
		0.000	0.00
		0.000	0.00
0014                          4050.01	9.00	144.000	1,296.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	CY	144.000	1,296.00
		0.000	0.00
		0.000	0.00
0015                          4100.06	750.00	0.900	675.00
CLASS 47B-3000 OR AX-3000 CONCRETE FOR HEADWALL	CY	0.900	675.00
		0.000	0.00
		0.000	0.00
0016                          4150.00	1.00	104.000	104.00
REINFORCING STEEL FOR HEADWALL	LB	104.000	104.00
		0.000	0.00
		0.000	0.00
0017                          4300.24	17.60	72.000	1,267.20
24" CULVERT PIPE	LF	72.000	1,267.20
		0.000	0.00
		0.000	0.00
0018                          4310.24	160.00	1.000	160.00
24" FLARED-END SECTION	EACH	1.000	160.00
		0.000	0.00
		0.000	0.00
0019                          4450.30	55.00	56.000	3,080.00
30" REINFORCED CONCRETE PIPE	LF	56.000	3,080.00
		0.000	0.00
		0.000	0.00
0020                          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
0021                          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
		1.000	2,000.00
0022                          6001.00	5,000.00	1.000	5,000.00
BENT NO.1 EXCAVATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00
0023                          6001.01	5,000.00	1.000	5,000.00
BENT NO.2 EXCAVATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00
0024                          6005.35	33.00	92.400	3,049.20
PRECOMPRESSED POLYURETHANE FOAM JOINT	LF	92.400	3,049.20
		0.000	0.00
		0.000	0.00
0025                          6010.22	240.00	383.300	91,992.00
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	383.300	91,992.00
		362.770	87,064.80
		90.670	21,760.80
0026                          6010.26	260.00	400.200	104,052.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	400.200	104,052.00
		0.000	0.00
		0.000	0.00
0027                          6040.00	24,000.00	1.000	24,000.00
REMOVE STRUCTURE	EACH	1.000	24,000.00
AT STA. 49+55		1.000	24,000.00
		0.000	0.00
0028                          6080.00	1.00	3,420.000	3,420.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	LB	3,420.000	3,420.00
		3,420.000	3,420.00
		855.000	855.00
0029                          6105.02	25.50	595.000	15,172.50
ROCK RIPRAP, TYPE B	TON	595.000	15,172.50
		0.000	0.00
		0.000	0.00
0030                          6131.50	0.49	106,240.000	52,057.60
EPOXY COATED REINFORCING STEEL	LB	106,240.000	52,057.60
		16,651.200	8,159.09
		4,563.700	2,236.21
0031                          6210.14	12.50	2,580.000	32,250.00
HP 12"X53# STEEL PILING	LF	2,580.000	32,250.00
		2,591.400	32,392.50
		589.300	7,366.25
0032                          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
0033                          7021.47	900.00	4.000	3,600.00
MELT	EACH	4.000	3,600.00
		0.000	0.00
		0.000	0.00
0034                          8029.04	6.20	1,991.000	12,344.20
AGGREGATE FOUNDATION COURSE 4"	SY	1,991.000	12,344.20
		0.000	0.00
		0.000	0.00
0035                          9111.00	5.00	13.000	65.00
WATER	MGAL	13.000	65.00
		0.000	0.00
		0.000	0.00
0036                          9170.00	217.00	13.200	2,864.40
EARTH SHOULDER CONSTRUCTION	STA	13.200	2,864.40
		0.000	0.00
		0.000	0.00
0037                          9173.20	2.40	1,991.000	4,778.40
SUBGRADE PREPARATION	SY	1,991.000	4,778.40
		0.000	0.00
		0.000	0.00
0038                          L006.00	200.00	1.000	200.00
COVER CROP SEEDING	ACRE	1.000	200.00
		0.000	0.00
		0.000	0.00
6001                          6210.34	7.50	0.000	0.00
PAY CUT-OFF FOR 12"X53# STEEL PILING	LF	29.600	222.00
PAY CUT-OFF 12"X53# STEEL PILING		153.100	1,148.25
		123.500	926.25
6002                          6210.61	62.50	0.000	0.00
PILE SPLICE	EACH	6.000	375.00
PILE SPLICE		11.000	687.50
		5.000	312.50
6003                          6211.75	5.00	0.000	0.00
OVERDRIVING OF BEARING PILE	LF	2.000	10.00
OVERDRIVING OF BEARING PILE		0.000	0.00
		0.000	0.00
6004                          2017.01	27.319	0.000	0.00
CRUSHED ROCK	CY	12.000	327.83
CRUSHED ROCK FOR STRUCTURE FOUNDATIONUNIT PRICE BASED OFF OF 2002 AUP BOX CULV. CONC.		12.000	327.83
		0.000	0.00
GROUP 6 BRIDGE AT STA. 49+55		Contracted	563,983.95
		Current	564,918.78
		In place	234,560.97
		This Estimate	37,239.01
Totals for contract		Contracted	563,983.95
		Current	564,918.78
		In place	234,560.97
		This Estimate	37,239.01