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Nebraska Department of Roads
Estimate Summary to Contractor
Vendor ID:2817 MCC, LLC
Contract ID:1499
Estimate Number:0011
Pay Period End Date:07.12.2003
Contract Location:
ROCA NORTHWESTEstimate Type:PROG
Contractor:
MCC, LLCDate Let:11.14.2002
6615 S 156TH STDate Awarded:12.04.2002
Date Contract Executed:12.20.2002
Date Notice to Proceed:12.20.2002
OMAHA NE 68135-2407Date Work Began:01.13.2003
Phone:Date Physical Work Completed:
(402)896-6790Date 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 DatePrev to DateThis Estimate
Current Contract AmtTotal Earnings$547,127.89$460,957.58$86,170.31
$581,156.53Stockpiled Materials$.01$3,840.35$-3,840.34
Original Contract AmtGross Earnings$547,127.90$464,797.93$82,329.97
$563,983.95Retainage$-5,471.28$-4,609.58$-861.70
Escrow Amount$.00$.00$.00
Percent CompleteSecurities Encumbered$.00$.00$.00
94.14%Net Earnings$541,656.62$460,188.35$81,468.27
Liquidated Damages$.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$12.75$.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$12.75$12.75$.00
Payment$541,669.37$460,201.10$81,468.27
Project ManagerProject Engineer
Dearmont, Virgil07.16.2003Murillo, Ernest07.16.2003
Div. Head/Dist. Eng.Constr. Estimate Eng.
Sklenar, Michael J07.17.2003Bartos, Steve07.17.2003
Controller Div. Processed
Burling, Laurie07.18.2003
Detailed breakdown of stockpiled materials
Est Nbr:0003
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00286080.00 STRUCTURAL STEEL FOR SUBSTRUCTURE
S.P. Initial Payment2,364.752-8-C
STRUCTURAL STEEL FOR SUBSTRUCTURE
00306131.50 EPOXY COATED REINFORCING STEEL
S.P. Initial Payment7,275.69518090
EPOXY COATED RE-STEEL
00316210.14 HP 12"X53# STEEL PILING
S.P. Initial Payment18,295.202-4,8,9-C
HP 12" x 53# STEEL PILING
S.P. Adjustment-6,376.232-4,8,9-C
HP 12" x 53# STEEL PILING
Total for estimate 0003:21,559.41
Est Nbr:0004
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00286080.00 STRUCTURAL STEEL FOR SUBSTRUCTURE
S.P. Adjustment-1,576.502-8-C
STRUCTURAL STEEL FOR SUBSTRUCTURE
00306131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-2,211.34518090
EPOXY COATED RE-STEEL
00316210.14 HP 12"X53# STEEL PILING
S.P. Adjustment-6,426.602-4,8,9-C
HP 12" x 53# STEEL PILING
Total for estimate 0004:-10,214.44
Est Nbr:0005
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00286080.00 STRUCTURAL STEEL FOR SUBSTRUCTURE
S.P. Adjustment-788.252-8-C
STRUCTURAL STEEL FOR SUBSTRUCTURE
00306131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-1,130.43518090
EPOXY COATED RE-STEEL
S.P. Initial Payment22,097.56524766
EPOXY COATED RE-STEEL
00316210.14 HP 12"X53# STEEL PILING
S.P. Adjustment-5,492.362-4,8,9-C
HP 12" x 53# STEEL PILING
Total for estimate 0005:14,686.52
Est Nbr:0007
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00306131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-298.18518090
EPOXY COATED RE-STEEL
Total for estimate 0007:-298.18
Est Nbr:0008
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00306131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-3,635.74518090
EPOXY COATED RE-STEEL
S.P. Adjustment-17,265.18524766
EPOXY COATED RE-STEEL
Total for estimate 0008:-20,900.92
Est Nbr:0009
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00306131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-992.04524766
EPOXY COATED RE-STEEL
Total for estimate 0009:-992.04
Est Nbr:0011
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00306131.50 EPOXY COATED REINFORCING STEEL
S.P. Closure-3,840.34524766
EPOXY COATED RE-STEEL
Total for estimate 0011:-3,840.34
Total remaining for contract:0.01
1. Contracted
2. Current
3. To date
Item Nbr        Item CodeUnit Price4. This Est
Item DescriptionUnitsQtyAmount
GROUP 6 BRIDGE AT STA. 49+55
0001                          0001.10 1.202,496.0002,995.20
BARRICADE, TYPE III BDAY2,496.0002,995.20
3,620.0004,344.00
420.000504.00

0002                          0001.90 0.502,912.0001,456.00
SIGN DAY EACH2,912.0001,456.00
8,514.0004,257.00
903.000451.50

0003                          0030.60 55,000.001.00055,000.00
MOBILIZATION LS 1.00055,000.00
1.00055,000.00
0.0000.00

0004                          1000.00 325.006.0001,950.00
LARGE TREE REMOVAL EACH6.0001,950.00
6.0001,950.00
0.0000.00

0005                          1009.00 1,600.001.0001,600.00
GENERAL CLEARING AND GRUBBING LS 1.0001,600.00
1.0001,600.00
0.0000.00

0006                          1010.01 3.702,321.0008,587.70
EXCAVATION (ESTABLISHED QUANTITY) CY 1,751.0006,478.70
1,431.0005,294.70
0.0000.00

0007                          1043.50 2.00775.0001,550.00
RIPRAP FILTER FABRIC SY 775.0001,550.00
775.0001,550.00
0.0000.00

0008                          1102.00 4.001,700.0006,800.00
REMOVE ASPHALT SURFACE SY 0.0000.00
0.0000.00
0.0000.00

0009                          1300.24 15.5032.000496.00
24" DRIVEWAY CULVERT PIPE LF 32.000496.00
32.000496.00
0.0000.00

0010                          3050.15 165.00162.00026,730.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 CY 162.00026,730.00
162.00026,730.00
0.0000.00

0011                          3051.10 0.4915,515.0007,602.35
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES LB 15,515.0007,602.35
15,515.0007,602.35
0.0000.00

0012                          3075.52 34.201,991.00068,092.20
10" CONCRETE PAVEMENT, CLASS 47B-3500 SY 1,991.00068,092.20
1,991.00068,092.20
1,991.00068,092.20

0013                          4043.00 5.5054.000297.00
REMOVE CULVERT PIPE LF 54.000297.00
54.000297.00
0.0000.00

0014                          4050.01 9.00144.0001,296.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS CY 144.0001,296.00
144.0001,296.00
0.0000.00

0015                          4100.06 750.000.900675.00
CLASS 47B-3000 OR AX-3000 CONCRETE FOR HEADWALL CY 0.900675.00
0.900675.00
0.0000.00

0016                          4150.00 1.00104.000104.00
REINFORCING STEEL FOR HEADWALL LB 104.000104.00
104.000104.00
0.0000.00

0017                          4300.24 17.6072.0001,267.20
24" CULVERT PIPE LF 72.0001,267.20
72.0001,267.20
0.0000.00

0018                          4310.24 160.001.000160.00
24" FLARED-END SECTION EACH1.000160.00
1.000160.00
0.0000.00

0019                          4450.30 55.0056.0003,080.00
30" REINFORCED CONCRETE PIPE LF 56.0003,080.00
56.0003,080.00
0.0000.00

0020                          6000.10 2,000.001.0002,000.00
ABUTMENT NO.1 EXCAVATION LS 1.0002,000.00
1.0002,000.00
0.0000.00

0021                          6000.11 2,000.001.0002,000.00
ABUTMENT NO.2 EXCAVATION LS 1.0002,000.00
1.0002,000.00
0.0000.00

0022                          6001.00 5,000.001.0005,000.00
BENT NO.1 EXCAVATION LS 1.0005,000.00
1.0005,000.00
0.0000.00

0023                          6001.01 5,000.001.0005,000.00
BENT NO.2 EXCAVATION LS 1.0005,000.00
1.0005,000.00
0.0000.00

0024                          6005.35 33.0092.4003,049.20
PRECOMPRESSED POLYURETHANE FOAM JOINT LF 92.4003,049.20
92.4003,049.20
0.0000.00

0025                          6010.22 240.00383.30091,992.00
CLASS 47B-3000 CONCRETE FOR BRIDGE CY 383.30091,992.00
383.30091,992.00
0.0000.00

0026                          6010.26 260.00400.200104,052.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE CY 400.200104,052.00
400.200104,052.00
0.0000.00

0027                          6040.00 24,000.001.00024,000.00
REMOVE STRUCTURE EACH1.00024,000.00
AT STA. 49+55 1.00024,000.00
0.0000.00

0028                          6080.00 1.003,420.0003,420.00
STRUCTURAL STEEL FOR SUBSTRUCTURE LB 3,420.0003,420.00
3,420.0003,420.00
0.0000.00

0029                          6105.02 25.50595.00015,172.50
ROCK RIPRAP, TYPE B TON 595.00015,172.50
492.16012,550.09
0.0000.00

0030                          6131.50 0.49106,240.00052,057.60
EPOXY COATED REINFORCING STEEL LB 106,240.00052,057.60
106,240.00052,057.60
0.0000.00

0031                          6210.14 12.502,580.00032,250.00
HP 12"X53# STEEL PILING LF 2,580.00032,250.00
2,591.40032,392.50
0.0000.00

0032                          7020.00 2,600.004.00010,400.00
BRIDGE APPROACH SECTIONS EACH4.00010,400.00
0.0000.00
0.0000.00

0033                          7021.47 900.004.0003,600.00
MELT EACH4.0003,600.00
0.0000.00
0.0000.00

0034                          8029.04 6.201,991.00012,344.20
AGGREGATE FOUNDATION COURSE 4" SY 1,991.00012,344.20
1,991.00012,344.20
1,991.00012,344.20

0035                          9111.00 5.0013.00065.00
WATER MGAL13.00065.00
0.0000.00
0.0000.00

0036                          9170.00 217.0013.2002,864.40
EARTH SHOULDER CONSTRUCTION STA 13.2002,864.40
0.0000.00
0.0000.00

0037                          9173.20 2.401,991.0004,778.40
SUBGRADE PREPARATION SY 1,991.0004,778.40
1,991.0004,778.40
1,991.0004,778.40

0038                          L006.00 200.001.000200.00
COVER CROP SEEDING ACRE1.000200.00
0.0000.00
0.0000.00

4001                          4061.01 11.100.0000.00
EXCAVATION OF UNSUITABLE MATERIAL CY 570.0006,327.00
Excavation for unsuitable material. 450.0004,995.00
0.0000.00

4002                          9110.06 180.000.0000.00
RENTAL OF BACKHOE, FULLY OPERATED HOUR6.0001,080.00
Rental of Backhoe with Hydraulic Breaker, Fully Operated 0.0000.00
0.0000.00

4003                          9110.18 110.000.0000.00
RENTAL OF TRAXCAVATOR, FULLY OPERATED HOUR6.000660.00
Rental of Hydraulic Excavator, Fullly Operated 0.0000.00
0.0000.00

4004                          A018.85 50.000.0000.00
EXCAVATION FOR FOUNDATION CY 12.000600.00
Excavation for Bridges (Additional) 24.0001,200.00
0.0000.00

4005                          1101.00 9.450.0000.00
REMOVE PAVEMENT SY 1,700.00016,065.00
Pavement Removal 0.0000.00
0.0000.00

4006                          4105.06 787.500.0000.00
CONCRETE FOR INLET CY 0.500393.75
Class "47-B Concrete For Turndown 0.0000.00
0.0000.00

4007                          4163.25 1.050.0000.00
REINFORCING STEEL LB 20.00021.00
Reinforcing Steel For Turndown 0.0000.00
0.0000.00

6001                          6210.34 7.500.0000.00
PAY CUT-OFF FOR 12"X53# STEEL PILING LF 29.600222.00
PAY CUT-OFF 12"X53# STEEL PILING 153.1001,148.25
0.0000.00

6002                          6210.61 62.500.0000.00
PILE SPLICE EACH6.000375.00
PILE SPLICE 11.000687.50
0.0000.00

6003                          6211.75 5.000.0000.00
OVERDRIVING OF BEARING PILE LF 2.00010.00
OVERDRIVING OF BEARING PILE 2.00010.00
0.0000.00

6004                          2017.01 27.3190.0000.00
CRUSHED ROCK CY 12.000327.83
CRUSHED ROCK FOR STRUCTURE FOUNDATIONUNIT PRICE BASED OFF OF 2002 AUP BOX CULV. CONC. 24.000655.66
0.0000.00

GROUP 6 BRIDGE AT STA. 49+55Contracted563,983.95
Current581,156.53
In place547,127.85
This Estimate86,170.30

Totals for contractContracted563,983.95
Current581,156.53
In place547,127.85
This Estimate86,170.30