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Nebraska Department of Roads
Estimate Summary to Contractor
Vendor ID:2817 MCC, LLC
Contract ID:2784X
Estimate Number:0008
Pay Period End Date:08.04.2003
Contract Location:
SPRINGFIELD NORTHEstimate Type:PROG
Contractor:
MCC, LLCDate Let:11.14.2002
6615 S 156TH STDate Awarded:
Date Contract Executed:12.26.2002
Date Notice to Proceed:12.26.2002
OMAHA NE 68135-2407Date Work Began:03.21.2003
Phone:Date Physical Work Completed:
(402)896-6790Date 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 DatePrev to DateThis Estimate
Current Contract AmtTotal Earnings$521,092.11$437,554.87$83,537.24
$907,137.21Stockpiled Materials$10,836.13$75,086.13$-64,250.00
Original Contract AmtGross Earnings$531,928.24$512,641.00$19,287.24
$899,718.76Retainage$-5,210.92$-4,375.55$-835.37
Escrow Amount$.00$.00$.00
Percent CompleteSecurities Encumbered$.00$.00$.00
57.44%Net Earnings$526,717.32$508,265.45$18,451.87
Liquidated Damages$.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$526,777.23$508,325.36$18,451.87
Project ManagerDiv. Head/Dist. Eng.
Khalaf, Zahi08.05.2003Lech, Marvin (Marv)08.05.2003
Constr. Estimate Eng.Materials Eng.
Bartos, Steve08.05.2003
Controller Div. Processed
Burling, Laurie08.05.2003
Detailed breakdown of stockpiled materials
Est Nbr:0004
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00563051.10 EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
S.P. Initial Payment5,294.460314909196
EPOXY COATED RE-STEEL FOR PVMT APPR.
00706131.50 EPOXY COATED REINFORCING STEEL
S.P. Initial Payment11,795.540314909194
EPOXY COATED RE-STEEL
Total for estimate 0004:17,090.00
Est Nbr:0005
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00656011.11 PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
S.P. Initial Payment64,250.00CI130030
PRECAST/PRESTRESSED CONC. SUPERSTR.
00706131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-1,284.320314909194
EPOXY COATED RE-STEEL
Total for estimate 0005:62,965.68
Est Nbr:0006
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00706131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-3,127.230314909194
EPOXY COATED RE-STEEL
Total for estimate 0006:-3,127.23
Est Nbr:0007
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00706131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-1,842.320314909194
EPOXY COATED RE-STEEL
Total for estimate 0007:-1,842.32
Est Nbr:0008
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00656011.11 PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
S.P. Adjustment-64,250.00CI130030
PRECAST/PRESTRESSED CONC. SUPERSTR.
Total for estimate 0008:-64,250.00
Total remaining for contract:10,836.13
1. Contracted
2. Current
3. To date
Item Nbr        Item CodeUnit Price4. This Est
Item DescriptionUnitsQtyAmount
GROUP 1 GRADING
0001                          0030.10 13,000.001.00013,000.00
MOBILIZATION LS 1.00013,000.00
1.00013,000.00
0.0000.00

0002                          1009.00 4,200.001.0004,200.00
GENERAL CLEARING AND GRUBBING LS 1.0004,200.00
1.0004,200.00
0.0000.00

0003                          1010.01 2.632,664.0007,006.32
EXCAVATION (ESTABLISHED QUANTITY) m3 2,664.0007,006.32
2,690.0007,074.70
0.0000.00

0004                          1011.00 7.35502.0003,689.70
WATER kL 502.0003,689.70
37.854278.23
0.0000.00

0005                          1030.00 4.157,165.00029,734.75
EARTHWORK MEASURED IN EMBANKMENT m3 7,165.00029,734.75
5,093.00021,135.95
0.0000.00

0006                          1101.00 3.15724.0002,280.60
REMOVE PAVEMENT m2 724.0002,280.60
0.0000.00
0.0000.00

0007                          1102.00 4.205,414.00022,738.80
REMOVE ASPHALT SURFACE m2 5,414.00022,738.80
2,379.0009,991.80
0.0000.00

0008                          1106.00 3.15766.0002,412.90
REMOVE DRIVEWAY m2 766.0002,412.90
448.0001,411.20
0.0000.00

0009                          1111.00 0.5333.00017.49
REMOVE FENCE m 33.00017.49
33.00017.49
0.0000.00

0010                          1122.01 4.2015.00063.00
REMOVE CONCRETE MEDIAN SURFACING m2 15.00063.00
0.0000.00
0.0000.00

0011                          4350.18 57.7513.000750.75
450 mm CORRUGATED METAL PIPE m 13.000750.75
26.4001,524.60
0.0000.00

0012                          4351.25 945.0033.00031,185.00
3660 mm CORRUGATED METAL PIPE m 33.00031,185.00
33.00031,185.00
0.0000.00

0013                          L006.00 472.501.000472.50
COVER CROP SEEDING ha 1.000472.50
0.0000.00
0.0000.00

0014                          L010.98 2.63346.000909.98
TEMPORARY EROSION CONTROL m2 346.000909.98
355.260934.33
0.0000.00

0015                          L020.00 2.891,461.0004,222.29
EROSION CONTROL m2 1,461.0004,222.29
0.0000.00
0.0000.00

0016                          L022.11 9.98580.0005,788.40
FABRIC SILT FENCE-LOW POROSITY m 580.0005,788.40
549.1005,480.02
0.0000.00

0017                          L022.12 11.0399.0001,091.97
FABRIC SILT FENCE-HIGH POROSITY m 99.0001,091.97
0.0000.00
0.0000.00

0018                          L033.00 157.504.000630.00
REMOVE AND RESET TREE EACH4.000630.00
3.000472.50
0.0000.00

4001                          1900.11 6,769.350.0000.00
REMOVAL EACH1.0006,769.35
Remove, Haul, And Dispose Of Concrete Rubble 0.5003,384.68
0.0000.00

GROUP 1 GRADINGContracted130,194.45
Current136,963.80
In place100,090.50
This Estimate0.00

GROUP 3 CONCRETE PAVEMENT
0019                          0002.30 2.10400.000840.00
PAVEMENT MARKING REMOVAL m 400.000840.00
144.000302.40
0.0000.00

0020                          0002.31 1.052,200.0002,310.00
TEMPORARY PAVEMENT MARKING m 2,200.0002,310.00
4,088.0004,292.40
0.0000.00

0021                          0030.30 6,625.001.0006,625.00
MOBILIZATION LS 1.0006,625.00
1.0006,625.00
0.0000.00

0022                          2010.03 16.8056.000940.80
CRUSHED ROCK SURFACE COURSE Mg 56.000940.80
23.280391.10
0.0000.00

0023                          3014.11 51.4543.0002,212.35
COMBINATION CONCRETE CLASS 47B-25 CURB AND GUTTER m 43.0002,212.35
0.0000.00
0.0000.00

0024                          3020.24 39.74561.00022,294.14
CONCRETE CLASS 47B-25 DRIVEWAY m2 561.00022,294.14
0.0000.00
0.0000.00

0025                          3075.42 40.483,133.000126,823.84
230 mm CONCRETE PAVEMENT, CLASS 47B-25 m2 3,133.000126,823.84
0.0000.00
0.0000.00

0026                          3300.65 420.002.000840.00
CONCRETE PAVEMENT THICKNESS CORE EACH2.000840.00
0.0000.00
0.0000.00

0027                          4024.55 288.752.750794.06
FLUME SPILLWAY m 2.750794.06
0.0000.00
0.0000.00

0028                          4024.70 1,837.501.0001,837.50
CONCRETE FLUME, TYPE I EACH1.0001,837.50
0.0000.00
0.0000.00

0029                          9005.30 30.291,374.00041,618.46
ASPHALTIC CONCRETE, TYPE SP2(12.5) Mg 1,374.00041,618.46
1,467.91044,462.99
0.0000.00

0030                          9021.01 219.4573.98016,234.91
PERFORMANCE GRADED BINDER (64-22) Mg 73.98016,234.91
66.13014,512.23
0.0000.00

0031                          9053.00 0.26730.000189.80
TACK COAT L 730.000189.80
1,041.000270.66
0.0000.00

0032                          9111.00 7.3576.000558.60
WATER kL 76.000558.60
0.0000.00
0.0000.00

0033                          9170.00 262.507.4001,942.50
EARTH SHOULDER CONSTRUCTION StaM7.4001,942.50
0.0000.00
0.0000.00

0034                          9173.20 2.103,694.0007,757.40
SUBGRADE PREPARATION m2 3,694.0007,757.40
3,056.9706,419.64
0.0000.00

0035                          L001.02 2,625.001.0002,625.00
SEEDING, TYPE B ha 1.0002,625.00
0.0000.00
0.0000.00

0036                          L006.50 1,575.000.200315.00
TEMPORARY SEEDING ha 0.200315.00
0.260409.50
0.0000.00

0037                          L010.00 6.83333.0002,274.39
SODDING m2 333.0002,274.39
0.0000.00
0.0000.00

0038                          L032.75 84.005.000420.00
MULCH Mg 5.000420.00
0.0000.00
0.0000.00

0039                          L032.80 1,050.000.500525.00
HYDROMULCH Mg 0.500525.00
0.260273.00
0.0000.00

GROUP 3 CONCRETE PAVEMENTContracted239,978.75
Current239,978.75
In place77,958.92
This Estimate0.00

GROUP 4 CULVERTS
0040                          0030.40 500.001.000500.00
MOBILIZATION LS 1.000500.00
0.0000.00
0.0000.00

0041                          4002.00 4.0457.000230.28
CAST IRON COVER AND FRAME kg 57.000230.28
0.0000.00
0.0000.00

0042                          4043.50 19.1126.000496.86
REMOVE SEWER PIPE m 26.000496.86
0.0000.00
0.0000.00

0043                          4049.75 3,081.751.0003,081.75
OUTLET STRUCTURE EACH1.0003,081.75
0.0000.00
0.0000.00

0044                          4050.01 16.9695.0001,611.20
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS m3 95.0001,611.20
0.0000.00
0.0000.00

0045                          4105.59 1,092.261.9402,118.98
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX m3 1.9402,118.98
0.0000.00
0.0000.00

0046                          4107.07 607.940.320194.54
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS m3 0.320194.54
0.0000.00
0.0000.00

0047                          4155.50 7.3514.000102.90
REINFORCING STEEL FOR INLET AND JUNCTION BOX kg 14.000102.90
0.0000.00
0.0000.00

0048                          4157.00 7.3517.000124.95
REINFORCING STEEL FOR COLLARS kg 17.000124.95
0.0000.00
0.0000.00

0049                          4350.36 129.7852.4006,800.47
900 mm CORRUGATED METAL PIPE m 52.4006,800.47
0.0000.00
0.0000.00

0050                          4360.36 630.001.000630.00
900 mm METAL FLARED-END SECTION EACH1.000630.00
0.0000.00
0.0000.00

0051                          4460.18 525.001.000525.00
450 mm CONCRETE FLARED-END SECTION EACH1.000525.00
0.0000.00
0.0000.00

0052                          4600.18 76.2886.5006,598.22
450 mm REINFORCED CONCRETE SEWER PIPE m 86.5006,598.22
0.0000.00
0.0000.00

GROUP 4 CULVERTSContracted23,015.16
Current23,015.16
In place0.00
This Estimate0.00

GROUP 6 BRIDGE AT STA. 2+75.405
0053                          0030.60 32,000.001.00032,000.00
MOBILIZATION LS 1.00032,000.00
1.00032,000.00
0.0000.00

0054                          1043.50 2.0037.00074.00
RIPRAP FILTER FABRIC m2 37.00074.00
0.0000.00
0.0000.00

0055                          3050.15 220.00136.50030,030.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 m3 136.50030,030.00
0.0000.00
0.0000.00

0056                          3051.10 1.208,995.00010,794.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES kg 8,995.00010,794.00
0.0000.00
0.0000.00

0057                          6000.10 3,750.001.0003,750.00
ABUTMENT NO.1 EXCAVATION LS 1.0003,750.00
1.0003,750.00
1.0003,750.00

0058                          6000.11 3,750.001.0003,750.00
ABUTMENT NO.2 EXCAVATION LS 1.0003,750.00
1.0003,750.00
0.0000.00

0059                          6001.50 9,750.001.0009,750.00
BENT NO.1 EXCAVATION LS 1.0009,750.00
1.0009,750.00
0.0000.00

0060                          6001.51 9,750.001.0009,750.00
BENT NO.2 EXCAVATION LS 1.0009,750.00
1.0009,750.00
0.0000.00

0061                          6005.35 100.0025.6202,562.00
PRECOMPRESSED POLYURETHANE FOAM JOINT m 25.6202,562.00
0.0000.00
0.0000.00

0062                          6005.60 55.0084.0004,620.00
ELASTOMERIC BEARING EACH84.0004,620.00
84.0004,620.00
84.0004,620.00

0063                          6010.22 334.90218.90073,309.61
CLASS 47B-20 CONCRETE FOR BRIDGE m3 218.90073,309.61
230.90077,328.41
0.740247.83

0064                          6010.26 425.00103.50043,987.50
CLASS 47BD-30 CONCRETE FOR BRIDGE m3 103.50043,987.50
0.0000.00
0.0000.00

0065                          6011.11 68,000.001.00068,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE LS 1.00068,000.00
AT STA. 2+75.405 1.00068,000.00
1.00068,000.00

0066                          6040.00 27,000.001.00027,000.00
REMOVE STRUCTURE EACH1.00027,000.00
AT STA. 2+74.114 1.00027,000.00
0.0000.00

0067                          6080.00 2.101,795.0003,769.50
STRUCTURAL STEEL FOR SUBSTRUCTURE kg 1,795.0003,769.50
1,795.0003,769.50
1,795.0003,769.50

0068                          6104.00 11.0047.000517.00
BROKEN CONCRETE RIPRAP Mg 47.000517.00
0.0000.00
0.0000.00

0069                          6105.02 25.001,434.00035,850.00
ROCK RIPRAP, TYPE B Mg 1,434.00035,850.00
557.78013,944.50
0.0000.00

0070                          6131.50 1.2420,040.00024,849.60
EPOXY COATED REINFORCING STEEL kg 20,040.00024,849.60
10,625.00013,175.00
0.0000.00

0071                          6210.12 33.00799.20026,373.60
HP 250 mm X 62 kg STEEL PILING m 799.20026,373.60
788.14026,008.62
0.0000.00

0072                          6310.00 100.00366.60036,660.00
STEEL SHEET PILING m2 366.60036,660.00
366.60036,660.00
0.0000.00

0073                          6401.00 105.0044.1504,635.75
PEDESTRIAN BARRIER RAIL m 44.1504,635.75
0.0000.00
0.0000.00

0074                          6404.00 172.2044.2007,611.24
PEDESTRIAN RAILING (CHAIN LINK TYPE) m 44.2007,611.24
0.0000.00
0.0000.00

0075                          8091.00 20.00225.0004,500.00
GRANULAR BACKFILL m3 225.0004,500.00
225.0004,500.00
100.0002,000.00

4002                          6210.61 66.000.0000.00
PILE SPLICE EACH1.00066.00
PILE SPLICE 2.000132.00
0.0000.00

4003                          4976.08 13.200.0000.00
ADDITIONAL COST m 3.00039.60
PILE OVERDDRIVING 3.00039.60
0.0000.00

4005                          3900.22 26.130.0000.00
ADDITIONAL COST m3 20.800543.50
ROCK BEDDING 20.800543.50
0.0000.00

GROUP 6 BRIDGE AT STA. 2+75.405Contracted464,143.80
Current464,792.90
In place334,721.13
This Estimate82,387.33

GROUP 7 GUARDRAIL
0076                          0030.70 1,125.801.0001,125.80
MOBILIZATION LS 1.0001,125.80
1.0001,125.80
0.0000.00

0077                          7011.20 40.00135.2605,410.40
W-BEAM GUARDRAIL m 135.2605,410.40
0.0000.00
0.0000.00

0078                          7020.00 2,600.004.00010,400.00
BRIDGE APPROACH SECTIONS EACH4.00010,400.00
0.0000.00
0.0000.00

0079                          7021.70 1,500.006.0009,000.00
GUARDRAIL END TREATMENT, SRT-350 EACH6.0009,000.00
0.0000.00
0.0000.00

0080                          7022.00 450.002.000900.00
END ANCHORAGE ASSEMBLY EACH2.000900.00
0.0000.00
0.0000.00

GROUP 7 GUARDRAILContracted26,836.20
Current26,836.20
In place1,125.80
This Estimate0.00

GROUP 10 GENERAL ITEMS
0081                          0001.08 0.502,426.0001,213.00
BARRICADE, TYPE II BDAY2,426.0001,213.00
4,581.0002,290.50
639.000319.50

0082                          0001.10 2.001,392.0002,784.00
BARRICADE, TYPE III BDAY1,392.0002,784.00
1,329.0002,658.00
191.000382.00

0083                          0001.90 0.204,767.000953.40
SIGN DAY EACH4,767.000953.40
2,561.000512.20
342.00068.40

0084                          0003.10 190.0040.0007,600.00
FLAGGING DAY 40.0007,600.00
6.5001,235.00
2.000380.00

0085                          0010.04 2,500.001.0002,500.00
FIELD OFFICE EACH1.0002,500.00
0.0000.00
0.0000.00

0086                          0030.00 500.001.000500.00
MOBILIZATION LS 1.000500.00
1.000500.00
0.0000.00

GROUP 10 GENERAL ITEMSContracted15,550.40
Current15,550.40
In place7,195.70
This Estimate1,149.90

Totals for contractContracted899,718.76
Current907,137.21
In place521,092.05
This Estimate83,537.23