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Nebraska Department of Roads
Estimate Summary to Contractor
Vendor ID:1809 CAPITAL CONTRACTORS, INC.
Contract ID:6166
Estimate Number:0001
Pay Period End Date:06.01.2002
Contract Location:
SUTHERLAND VIADUCTEstimate Type:PROG
Contractor:
CAPITAL CONTRACTORS, INC.Date Let:03.14.2002
1001 N 9TH STDate Awarded:03.21.2002
PO BOX 80098Date Contract Executed:03.27.2002
Date Notice to Proceed:03.27.2002
LINCOLN NE 68501Date Work Began:05.20.2002
Phone:Date Physical Work Completed:
(402)476-1021Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY
Counties
LINCOLN
Project Number PCT Fed State Project Number Description
61166 000  0.000 STPN-TMT-25-2(105)  GRAD CULV BR GDRL ELEC BIT
Total to DatePrev to DateThis Estimate
Current Contract AmtTotal Earnings$10,275.84$.00$10,275.84
$4,410,332.06Stockpiled Materials$.00$.00$.00
Original Contract AmtGross Earnings$10,275.84$.00$10,275.84
$4,410,332.06Retainage$-102.76$.00$-102.76
Escrow Amount$.00$.00$.00
Percent CompleteSecurities Encumbered$.00$.00$.00
0.23%Net Earnings$10,173.08$.00$10,173.08
Liquidated Damages$.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$.00
Fuel Adj$.00$.00$.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$.00
Total for Adjustments$.00$.00$.00
Payment$10,173.08$.00$10,173.08
Project ManagerDiv. Head/Dist. Eng.
Morrell, Richard06.03.2002O'Donnell, Les06.04.2002
Constr. Estimate Eng.Materials Eng.
Bartos, Steve06.04.2002
Controller Div. Processed
Burling, Laurie06.05.2002
Detailed breakdown of stockpiled materials
Total remaining for contract:0.00
1. Contracted
2. Current
3. To date
Item Nbr        Item CodeUnit Price4. This Est
Item DescriptionUnitsQtyAmount
GROUP 1 GRADING
0001                          L006.00 450.007.0003,150.00
COVER CROP SEEDING ha 7.0003,150.00
0.0000.00
0.0000.00

0002                          L020.00 1.683,872.4006,505.63
EROSION CONTROL m2 3,872.4006,505.63
0.0000.00
0.0000.00

0003                          L020.01 6.62480.0003,177.60
EROSION CONTROL, TYPE A m2 480.0003,177.60
0.0000.00
0.0000.00

0004                          L020.09 16.82516.5008,687.53
EROSION CONTROL, TYPE AAA m2 516.5008,687.53
0.0000.00
0.0000.00

0005                          L022.25 14.391,187.00017,080.93
FABRIC SILT FENCE, TYPE COIR FIBER m 1,187.00017,080.93
701.00010,087.39
701.00010,087.39

0006                          0030.10 63,297.801.00063,297.80
MOBILIZATION LS 1.00063,297.80
0.0000.00
0.0000.00

0007                          1009.00 3,166.111.0003,166.11
GENERAL CLEARING AND GRUBBING LS 1.0003,166.11
0.0000.00
0.0000.00

0008                          1010.00 4.45159,080.000707,906.00
EXCAVATION m3 159,080.000707,906.00
0.0000.00
0.0000.00

0009                          1010.01 4.221,000.0004,220.00
EXCAVATION (ESTABLISHED QUANTITY) m3 1,000.0004,220.00
0.0000.00
0.0000.00

0010                          1010.10 4.6919,009.00089,152.21
EXCAVATION, BORROW m3 19,009.00089,152.21
0.0000.00
0.0000.00

0011                          1011.00 4.14210.000869.40
WATER kL 210.000869.40
0.0000.00
0.0000.00

0012                          1011.50 47.5980.0003,807.20
DISCING HOUR80.0003,807.20
0.0000.00
0.0000.00

0013                          1012.00 65.3924.0001,569.36
RIGHT-OF-WAY MARKERS EACH24.0001,569.36
0.0000.00
0.0000.00

0014                          1017.00 40,000.001.00040,000.00
CONSTRUCTION STAKING AND SURVEYING LS 1.00040,000.00
0.0000.00
0.0000.00

0015                          1041.00 0.34123,800.00042,092.00
SALVAGING AND PLACING TOPSOIL m2 123,800.00042,092.00
0.0000.00
0.0000.00

0016                          1090.00 517.151.000517.15
ABANDON WELLS EACH1.000517.15
0.0000.00
0.0000.00

0017                          1102.00 3.552,759.0009,794.45
REMOVE ASPHALT SURFACE m2 2,759.0009,794.45
0.0000.00
0.0000.00

0018                          1123.00 33.1511.300374.60
REMOVE CONCRETE DITCH LINER m2 11.300374.60
0.0000.00
0.0000.00

0019                          1124.00 374.651.000374.65
REMOVE BUILDING EACH1.000374.65
AT STA. 20+79.88 TO 21+11.09 RT. 0.0000.00
0.0000.00

0020                          1124.01 2,622.521.0002,622.52
REMOVE BUILDING EACH1.0002,622.52
AT STA. 100+46.20 LT. & RT. 0.0000.00
0.0000.00

0021                          1125.00 1,982.871.0001,982.87
CLEAR TRACT EACH1.0001,982.87
AT STA. 20+48.18 TO 21+30.40 RT. 0.0000.00
0.0000.00

0022                          1125.01 1,472.151.0001,472.15
CLEAR TRACT EACH1.0001,472.15
AT STA. 99+82.07 TO 100+85.77 LT. & RT. 0.0000.00
0.0000.00

0023                          1701.12 33.2611.700389.14
300 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 m 11.700389.14
0.0000.00
0.0000.00

0024                          1701.24 49.5368.5003,392.81
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 m 68.5003,392.81
0.0000.00
0.0000.00

0025                          9110.01 73.0030.0002,190.00
RENTAL OF LOADER, FULLY OPERATED HOUR30.0002,190.00
0.0000.00
0.0000.00

0026                          9110.03 58.0030.0001,740.00
RENTAL OF DUMP TRUCK, FULLY OPERATED HOUR30.0001,740.00
0.0000.00
0.0000.00

0027                          9110.07 45.5030.0001,365.00
RENTAL OF SKID LOADER, FULLY OPERATED HOUR30.0001,365.00
0.0000.00
0.0000.00

GROUP 1 GRADINGContracted1,020,897.10
Current1,020,897.10
In place10,087.39
This Estimate10,087.39

GROUP 1A MSE WALL
0028                          0030.10 15,000.001.00015,000.00
MOBILIZATION LS 1.00015,000.00
0.0000.00
0.0000.00

0029                          1043.50 8.0042.240337.92
RIPRAP FILTER FABRIC m2 42.240337.92
0.0000.00
0.0000.00

0030                          4093.80 300.005.6201,686.00
WALL MATERIALS m2 5.6201,686.00
0.0000.00
0.0000.00

0031                          4095.00 175.001,322.000231,350.00
CONCRETE FACE PANELS m2 1,322.000231,350.00
0.0000.00
0.0000.00

0032                          4095.10 40.00204.0008,160.00
CONCRETE LEVELING PADS m 204.0008,160.00
0.0000.00
0.0000.00

0033                          4095.20 170.00204.00034,680.00
COPING m 204.00034,680.00
0.0000.00
0.0000.00

0034                          4350.18 42.00344.00014,448.00
450 mm CORRUGATED METAL PIPE m 344.00014,448.00
0.0000.00
0.0000.00

0035                          6105.01 40.0011.200448.00
ROCK RIPRAP, TYPE A Mg 11.200448.00
0.0000.00
0.0000.00

0036                          8024.75 17.336,060.000105,019.80
SELECT GRANULAR BACKFILL FOR MSE WALL m3 6,060.000105,019.80
0.0000.00
0.0000.00

GROUP 1A MSE WALLContracted411,129.72
Current411,129.72
In place0.00
This Estimate0.00

GROUP 4 CULVERTS
0037                          P400.24 90.0070.4006,336.00
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 m 70.4006,336.00
0.0000.00
0.0000.00

0038                          P400.36 156.0066.00010,296.00
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8 m 66.00010,296.00
0.0000.00
0.0000.00

0039                          0030.40 2,000.001.0002,000.00
MOBILIZATION LS 1.0002,000.00
0.0000.00
0.0000.00

0040                          1043.50 8.0030.360242.88
RIPRAP FILTER FABRIC m2 30.360242.88
0.0000.00
0.0000.00

0041                          4040.00 150.002.000300.00
REMOVE HEADWALLS FROM CULVERTS EACH2.000300.00
0.0000.00
0.0000.00

0042                          4050.01 15.00191.0002,865.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS m3 191.0002,865.00
0.0000.00
0.0000.00

0043                          4100.06 590.006.6003,894.00
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL m3 6.6003,894.00
0.0000.00
0.0000.00

0044                          4150.00 1.50194.700292.05
REINFORCING STEEL FOR HEADWALL kg 194.700292.05
0.0000.00
0.0000.00

0045                          4310.24 202.006.0001,212.00
600 mm FLARED-END SECTION EACH6.0001,212.00
0.0000.00
0.0000.00

0046                          4310.36 400.004.0001,600.00
900 mm FLARED-END SECTION EACH4.0001,600.00
0.0000.00
0.0000.00

0047                          6105.01 40.0016.600664.00
ROCK RIPRAP, TYPE A Mg 16.600664.00
0.0000.00
0.0000.00

GROUP 4 CULVERTSContracted29,701.93
Current29,701.93
In place0.00
This Estimate0.00

GROUP 5 SEEDING
0048                          L001.01 1,715.006.00010,290.00
SEEDING, TYPE A ha 6.00010,290.00
0.0000.00
0.0000.00

0049                          L001.02 1,364.001.4001,909.60
SEEDING, TYPE B ha 1.4001,909.60
0.0000.00
0.0000.00

0050                          L001.18 3,811.001.6306,211.93
SEEDING, TYPE WETLAND-HIGH ha 1.6306,211.93
0.0000.00
0.0000.00

0051                          L001.19 3,340.003.86012,892.40
SEEDING, TYPE WETLAND-LOW ha 3.86012,892.40
0.0000.00
0.0000.00

0052                          L020.07 3.71254.000942.34
EROSION CONTROL, TYPE B-1 m2 254.000942.34
0.0000.00
0.0000.00

0053                          L032.75 80.0032.0002,560.00
MULCH Mg 32.0002,560.00
0.0000.00
0.0000.00

0054                          0030.50 1,200.001.0001,200.00
MOBILIZATION LS 1.0001,200.00
0.0000.00
0.0000.00

GROUP 5 SEEDINGContracted36,006.27
Current36,006.27
In place0.00
This Estimate0.00

GROUP 6 BRIDGE AT STA. 100+30.11
0055                          A018.83 1.252,943.0003,678.75
REINFORCING STEEL kg 2,943.0003,678.75
0.0000.00
0.0000.00

0056                          0030.60 66,000.001.00066,000.00
MOBILIZATION LS 1.00066,000.00
0.0000.00
0.0000.00

0057                          3016.21 350.0026.0009,100.00
CONCRETE CLASS 47B-20 SIDEWALKS m2 26.0009,100.00
0.0000.00
0.0000.00

0058                          4102.08 400.0020.8008,320.00
CLASS 47BD-25 CONCRETE FOR RETAINING WALL m3 20.8008,320.00
0.0000.00
0.0000.00

0059                          6000.20 10,000.001.00010,000.00
PIER NO.1 EXCAVATION LS 1.00010,000.00
0.0000.00
0.0000.00

0060                          6000.21 10,000.001.00010,000.00
PIER NO.2 EXCAVATION LS 1.00010,000.00
0.0000.00
0.0000.00

0061                          6002.00 5,000.001.0005,000.00
COLUMN FOOTING NO.1 EXCAVATION LS 1.0005,000.00
0.0000.00
0.0000.00

0062                          6002.01 5,000.001.0005,000.00
COLUMN FOOTING NO.2 EXCAVATION LS 1.0005,000.00
0.0000.00
0.0000.00

0063                          6002.02 5,000.001.0005,000.00
COLUMN FOOTING NO.3 EXCAVATION LS 1.0005,000.00
0.0000.00
0.0000.00

0064                          6002.03 5,000.001.0005,000.00
COLUMN FOOTING NO.4 EXCAVATION LS 1.0005,000.00
0.0000.00
0.0000.00

0065                          6002.04 5,000.001.0005,000.00
COLUMN FOOTING NO.5 EXCAVATION LS 1.0005,000.00
0.0000.00
0.0000.00

0066                          6002.05 5,000.001.0005,000.00
COLUMN FOOTING NO.6 EXCAVATION LS 1.0005,000.00
0.0000.00
0.0000.00

0067                          6002.06 5,000.001.0005,000.00
COLUMN FOOTING NO.7 EXCAVATION LS 1.0005,000.00
0.0000.00
0.0000.00

0068                          6002.07 5,000.001.0005,000.00
COLUMN FOOTING NO.8 EXCAVATION LS 1.0005,000.00
0.0000.00
0.0000.00

0069                          6010.20 400.0055.30022,120.00
CLASS 47B-25 CONCRETE FOR BRIDGE m3 55.30022,120.00
0.0000.00
0.0000.00

0070                          6010.29 325.00134.70043,777.50
CLASS 47BD-25 CONCRETE FOR BRIDGE m2 134.70043,777.50
0.0000.00
0.0000.00

0071                          6070.00 85,000.001.00085,000.00
PRECAST CONCRETE PIER WALLS LS 1.00085,000.00
0.0000.00
0.0000.00

0072                          6070.50 120,545.001.000120,545.00
PEDESTRIAN BRIDGE LS 1.000120,545.00
0.0000.00
0.0000.00

0073                          6070.80 275,000.001.000275,000.00
PRECAST/PRESTRESSED CONCRETE RAMP STRUCTURE LS 1.000275,000.00
0.0000.00
0.0000.00

0074                          6100.00 1,500.004.0006,000.00
FLOOR DRAINS EACH4.0006,000.00
0.0000.00
0.0000.00

0075                          6205.40 60.00512.00030,720.00
PRESTRESSED CONCRETE PILES, TYPE I m 512.00030,720.00
0.0000.00
0.0000.00

0076                          6404.25 200.00456.00091,200.00
1.5 m PEDESTRIAN RAILING (CHAIN LINK TYPE-VINYL COATED) m 456.00091,200.00
0.0000.00
0.0000.00

0077                          6700.15 5,000.001.0005,000.00
LIGHTING SYSTEM EACH1.0005,000.00
0.0000.00
0.0000.00

0078                          6700.20 1,500.0041.00061,500.00
TYPE A LIGHT FIXTURES EACH41.00061,500.00
0.0000.00
0.0000.00

0079                          6700.30 3,500.008.00028,000.00
TYPE B LIGHT POLES EACH8.00028,000.00
0.0000.00
0.0000.00

GROUP 6 BRIDGE AT STA. 100+30.11Contracted915,961.25
Current915,961.25
In place0.00
This Estimate0.00

GROUP 6B BRIDGE AT STA. 20+05.615
0080                          0020.00 0.801,000.000800.00
TRAINING HOUR1,000.000800.00
0.0000.00
0.0000.00

0081                          0030.60 85,000.001.00085,000.00
MOBILIZATION LS 1.00085,000.00
0.0000.00
0.0000.00

0082                          3050.15 245.00157.10038,489.50
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 m3 157.10038,489.50
0.0000.00
0.0000.00

0083                          3051.10 1.6511,585.00019,115.25
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES kg 11,585.00019,115.25
0.0000.00
0.0000.00

0084                          6000.10 7,500.001.0007,500.00
ABUTMENT NO.1 EXCAVATION LS 1.0007,500.00
0.0000.00
0.0000.00

0085                          6000.11 7,500.001.0007,500.00
ABUTMENT NO.2 EXCAVATION LS 1.0007,500.00
0.0000.00
0.0000.00

0086                          6000.20 25,000.001.00025,000.00
PIER NO.1 EXCAVATION LS 1.00025,000.00
0.0000.00
0.0000.00

0087                          6005.35 180.0030.4005,472.00
PRECOMPRESSED POLYURETHANE FOAM JOINT m 30.4005,472.00
0.0000.00
0.0000.00

0088                          6005.78 150.0010.0001,500.00
EXPANSION BEARING, TFE TYPE EACH10.0001,500.00
0.0000.00
0.0000.00

0089                          6005.83 150.005.000750.00
FIXED BEARING EACH5.000750.00
0.0000.00
0.0000.00

0090                          6010.22 425.00204.90087,082.50
CLASS 47B-20 CONCRETE FOR BRIDGE m3 204.90087,082.50
0.0000.00
0.0000.00

0091                          6010.26 435.00379.100164,908.50
CLASS 47BD-30 CONCRETE FOR BRIDGE m3 379.100164,908.50
0.0000.00
0.0000.00

0092                          6071.11 497,611.001.000497,611.00
STEEL SUPERSTRUCTURE LS 1.000497,611.00
AT STA. 20+05.615 0.0000.00
0.0000.00

0093                          6107.00 100.0067.9006,790.00
CONCRETE SLOPE PROTECTION m2 67.9006,790.00
0.0000.00
0.0000.00

0094                          6131.50 1.3561,437.00082,939.95
EPOXY COATED REINFORCING STEEL kg 61,437.00082,939.95
0.0000.00
0.0000.00

0095                          6200.00 65.00383.60024,934.00
CONCRETE PILING m 383.60024,934.00
0.0000.00
0.0000.00

0096                          6210.50 65.001,039.00067,535.00
PIPE PILING m 1,039.00067,535.00
0.0000.00
0.0000.00

0097                          6404.16 200.0070.60014,120.00
1.8 m PEDESTRIAN RAILING (CHAIN LINK TYPE) m 70.60014,120.00
0.0000.00
0.0000.00

0098                          6601.15 60.0060.0003,600.00
38 mm CONDUIT IN BRIDGE m 60.0003,600.00
0.0000.00
0.0000.00

0099                          6951.12 2.253,360.0007,560.00
SHEAR CONNECTORS EACH3,360.0007,560.00
0.0000.00
0.0000.00

0100                          8091.00 40.00244.9009,796.00
GRANULAR BACKFILL m3 244.9009,796.00
0.0000.00
0.0000.00

GROUP 6B BRIDGE AT STA. 20+05.615Contracted1,158,003.70
Current1,158,003.70
In place0.00
This Estimate0.00

GROUP 7 GUARDRAIL
0121                          0030.70 800.001.000800.00
MOBILIZATION LS 1.000800.00
0.0000.00
0.0000.00

0122                          7011.20 46.1315.240703.02
W-BEAM GUARDRAIL m 15.240703.02
0.0000.00
0.0000.00

0123                          7020.00 1,000.004.0004,000.00
BRIDGE APPROACH SECTIONS EACH4.0004,000.00
0.0000.00
0.0000.00

0124                          7021.58 1,258.004.0005,032.00
GUARDRAIL END TREATMENT, SRT-75 EACH4.0005,032.00
0.0000.00
0.0000.00

GROUP 7 GUARDRAILContracted10,535.02
Current10,535.02
In place0.00
This Estimate0.00

GROUP 8B ELECTRICAL
0125                          A001.12 250.0011.0002,750.00
PULL BOX, TYPE PB-5 EACH11.0002,750.00
0.0000.00
0.0000.00

0126                          A009.07 1,300.001.0001,300.00
STREET LIGHTING UNIT, TYPE SL-S-12.2-1.2-0.25 EACH1.0001,300.00
0.0000.00
0.0000.00

0127                          A009.14 1,400.0019.00026,600.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25 EACH19.00026,600.00
0.0000.00
0.0000.00

0128                          A020.10 1,200.001.0001,200.00
LIGHTING CONTROL CENTER, TYPE D EACH1.0001,200.00
0.0000.00
0.0000.00

0129                          A020.30 3,500.002.0007,000.00
LIGHTING CONTROL CENTER, TYPE R EACH2.0007,000.00
0.0000.00
0.0000.00

0130                          A070.10 7.25975.0007,068.75
38 mm CONDUIT IN TRENCH m 975.0007,068.75
0.0000.00
0.0000.00

0131                          A072.10 7.25166.0001,203.50
38 mm CONDUIT UNDER ROADWAY m 166.0001,203.50
0.0000.00
0.0000.00

0132                          A080.22 0.751,206.000904.50
STREET LIGHTING CABLE, NO. 6 BARE m 1,206.000904.50
0.0000.00
0.0000.00

0133                          A080.24 1.302,412.0003,135.60
STREET LIGHTING CABLE, NO. 6 USE m 2,412.0003,135.60
0.0000.00
0.0000.00

0134                          0030.81 4,500.001.0004,500.00
MOBILIZATION LS 1.0004,500.00
0.0000.00
0.0000.00

GROUP 8B ELECTRICALContracted55,662.35
Current55,662.35
In place0.00
This Estimate0.00

GROUP 9 BITUMINOUS
0135                          P402.15 95.00165.20015,694.00
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6 m 165.20015,694.00
0.0000.00
0.0000.00

0136                          0002.55 21.8516.270355.50
OVERLAY BROKEN LINES StaM16.270355.50
0.0000.00
0.0000.00

0137                          0002.60 21.6032.540702.86
OVERLAY SOLID LINES StaM32.540702.86
0.0000.00
0.0000.00

0138                          0009.00 500.003.0001,500.00
PERMANENT BARRICADE EACH3.0001,500.00
0.0000.00
0.0000.00

0139                          0030.90 31,117.501.00031,117.50
MOBILIZATION LS 1.00031,117.50
0.0000.00
0.0000.00

0140                          1020.03 16.5067.0001,105.50
DELINEATOR, TYPE III EACH67.0001,105.50
0.0000.00
0.0000.00

0141                          1020.20 24.5024.000588.00
INSTALL CHEVRONS EACH24.000588.00
0.0000.00
0.0000.00

0142                          2001.00 12.0050.000600.00
GRAVEL SURFACE COURSE m3 50.000600.00
0.0000.00
0.0000.00

0143                          3013.10 95.0050.2004,769.00
CONCRETE CLASS 47B-20 BARRIER CURB m 50.2004,769.00
0.0000.00
0.0000.00

0144                          3014.12 70.001,001.10070,077.00
COMBINATION CONCRETE CLASS 47B-25 CURB AND GUTTER m 1,001.10070,077.00
0.0000.00
0.0000.00

0145                          3016.23 35.0088.3003,090.50
150 mm CONCRETE CLASS 47B-20 SIDEWALKS m2 88.3003,090.50
0.0000.00
0.0000.00

0146                          3017.40 50.0012.000600.00
CONCRETE CLASS 47B-20 MEDIAN SURFACING m2 12.000600.00
0.0000.00
0.0000.00

0147                          4024.55 165.0014.4002,376.00
FLUME SPILLWAY m 14.4002,376.00
0.0000.00
0.0000.00

0148                          4024.71 2,500.004.00010,000.00
CONCRETE FLUME, TYPE II EACH4.00010,000.00
0.0000.00
0.0000.00

0149                          4024.73 2,500.006.00015,000.00
CONCRETE FLUME, TYPE IV EACH6.00015,000.00
0.0000.00
0.0000.00

0150                          8029.86 3.2519,331.00062,825.75
BITUMINOUS FOUNDATION COURSE 150 mm m2 19,331.00062,825.75
0.0000.00
0.0000.00

0151                          8051.00 28.0044.0001,232.00
SOIL BINDER m3 44.0001,232.00
0.0000.00
0.0000.00

0152                          8101.40 5.252,937.00015,419.25
SUBGRADE STABILIZATION m2 2,937.00015,419.25
0.0000.00
0.0000.00

0153                          8111.00 900.000.940846.00
SHOULDER SUBGRADE PREPARATION StaM0.940846.00
0.0000.00
0.0000.00

0154                          9005.45 26.4511,000.000290,950.00
ASPHALTIC CONCRETE, TYPE SP4(12.5) Mg 11,000.000290,950.00
0.0000.00
0.0000.00

0155                          9009.00 10.00203.0002,030.00
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS m2 203.0002,030.00
0.0000.00
0.0000.00

0156                          9021.08 224.00594.000133,056.00
PERFORMANCE GRADED BINDER (64-28) Mg 594.000133,056.00
0.0000.00
0.0000.00

0157                          9053.00 0.3614,220.0005,119.20
TACK COAT L 14,220.0005,119.20
0.0000.00
0.0000.00

0158                          9111.00 2.00469.000938.00
WATER kL 469.000938.00
0.0000.00
0.0000.00

0159                          9140.00 2,000.000.9401,880.00
JOINT SEALING - ASPHALT TO CONCRETE StaM0.9401,880.00
0.0000.00
0.0000.00

0160                          9170.00 169.0045.7417,730.23
EARTH SHOULDER CONSTRUCTION StaM45.7417,730.23
0.0000.00
0.0000.00

0161                          9173.20 0.8221,201.00017,384.82
SUBGRADE PREPARATION m2 21,201.00017,384.82
0.0000.00
0.0000.00

0162                          9179.33 6.70287.0001,922.90
COLD MILLING, CLASS 3 m2 287.0001,922.90
0.0000.00
0.0000.00

0163                          9179.34 4.306,099.00026,225.70
COLD MILLING, CLASS 4 m2 6,099.00026,225.70
0.0000.00
0.0000.00

0164                          9300.50 1,000.001.0001,000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING LS 1.0001,000.00
0.0000.00
0.0000.00

GROUP 9 BITUMINOUSContracted726,135.71
Current726,135.71
In place0.00
This Estimate0.00

GROUP 10 GENERAL ITEMS
0165                          0001.08 0.50560.000280.00
BARRICADE, TYPE II BDAY560.000280.00
0.0000.00
0.0000.00

0166                          0001.10 1.359,960.00013,446.00
BARRICADE, TYPE III BDAY9,960.00013,446.00
33.00044.55
33.00044.55

0167                          0001.30 1.501,236.0001,854.00
TYPE B HIGH INTENSITY WARNING LIGHT LDAY1,236.0001,854.00
33.00049.50
33.00049.50

0168                          0001.90 0.4013,260.0005,304.00
SIGN DAY EACH13,260.0005,304.00
236.00094.40
236.00094.40

0169                          0002.30 1.20200.000240.00
PAVEMENT MARKING REMOVAL m 200.000240.00
0.0000.00
0.0000.00

0170                          0002.38 1.151,500.0001,725.00
TEMPORARY PAVEMENT MARKING, TYPE I m 1,500.0001,725.00
0.0000.00
0.0000.00

0171                          0003.10 155.0090.00013,950.00
FLAGGING DAY 90.00013,950.00
0.0000.00
0.0000.00

0172                          0010.04 6,000.001.0006,000.00
FIELD OFFICE EACH1.0006,000.00
0.0000.00
0.0000.00

0173                          0030.00 3,500.001.0003,500.00
MOBILIZATION LS 1.0003,500.00
0.0000.00
0.0000.00

GROUP 10 GENERAL ITEMSContracted46,299.00
Current46,299.00
In place188.45
This Estimate188.45

Totals for contractContracted4,410,332.06
Current4,410,332.06
In place10,275.84
This Estimate10,275.84