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Nebraska Department of Roads
Estimate Summary to Contractor
Vendor ID:1416 LUXA CONSTRUCTION COMPANY, INCORPORATED
Contract ID:2794X1
Estimate Number:0002
Pay Period End Date:01.11.2003
Contract Location:
BLAIR - KENNARDEstimate Type:PROG
Contractor:
LUXA CONSTRUCTION COMPANY, INCORPORATEDDate Let:09.05.2002
925 EAST DIXON ROADDate Awarded:09.12.2002
PO BOX 105Date Contract Executed:09.26.2002
Date Notice to Proceed:12.02.2002
BLAIR NE 68008Date Work Began:12.02.2002
Phone:Date Physical Work Completed:
(402)426-2778Date Accepted:
Escrow Agent:
Surety Co:
UNITED STATES FIDELITY & GUARANTY CO.
Counties
WASHINGTON
Project Number PCT Fed State Project Number Description
21794 1001  0.000 EACNH-BH-30-7(115)  GRAD CULV BR GDRL ELEC BIT
Total to DatePrev to DateThis Estimate
Current Contract AmtTotal Earnings$76,226.74$42,314.88$33,911.86
$4,240,355.92Stockpiled Materials$.00$.00$.00
Original Contract AmtGross Earnings$76,226.74$42,314.88$33,911.86
$4,244,619.96Retainage$-762.27$-423.15$-339.12
Escrow Amount$.00$.00$.00
Percent CompleteSecurities Encumbered$.00$.00$.00
1.80%Net Earnings$75,464.47$41,891.73$33,572.74
Liquidated Damages$.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$75,464.47$41,891.73$33,572.74
Project ManagerDiv. Head/Dist. Eng.
Brown, Darin G01.14.2003Lech, Marvin (Marv)01.14.2003
Constr. Estimate Eng.Materials Eng.
Bartos, Steve01.15.2003
Controller Div. Processed
Burling, Laurie01.15.2003
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                          L006.00 264.294.0001,057.16
COVER CROP SEEDING ha 4.0001,057.16
0.0000.00
0.0000.00

0002                          L020.00 1.612,197.0003,537.17
EROSION CONTROL m2 2,197.0003,537.17
0.0000.00
0.0000.00

0003                          L020.01 5.22450.0002,349.00
EROSION CONTROL, TYPE A m2 450.0002,349.00
0.0000.00
0.0000.00

0004                          L020.08 5.223,786.00019,762.92
EROSION CONTROL, TYPE AA m2 3,786.00019,762.92
0.0000.00
0.0000.00

0005                          L021.01 13.9135.000486.85
EROSION CHECKS, TYPE A BALE35.000486.85
0.0000.00
0.0000.00

0006                          L021.21 13.91224.0003,115.84
EROSION CHECKS, TYPE AA BALE224.0003,115.84
0.0000.00
0.0000.00

0007                          L022.11 7.02565.0003,966.30
FABRIC SILT FENCE-LOW POROSITY m 565.0003,966.30
0.0000.00
0.0000.00

0008                          L022.75 16.05255.0004,092.75
TEMPORARY SILT CHECK m 255.0004,092.75
0.0000.00
0.0000.00

0009                          0030.10 19,500.001.00019,500.00
MOBILIZATION LS 1.00019,500.00
0.0000.00
0.0000.00

0010                          1009.00 12,510.001.00012,510.00
GENERAL CLEARING AND GRUBBING LS 1.00012,510.00
0.0000.00
0.0000.00

0011                          1010.00 3.3121,044.00069,655.64
EXCAVATION m3 18,704.00061,910.24
0.0000.00
0.0000.00

0012                          1011.00 4.28440.0001,883.20
WATER kL 440.0001,883.20
0.0000.00
0.0000.00

0013                          1043.50 5.3536.000192.60
RIPRAP FILTER FABRIC m2 36.000192.60
0.0000.00
0.0000.00

0014                          1090.00 1,605.001.0001,605.00
ABANDON WELLS EACH1.0001,605.00
2.0003,210.00
2.0003,210.00

0015                          1101.00 4.491,408.1006,322.37
REMOVE PAVEMENT m2 1,408.1006,322.37
0.0000.00
0.0000.00

0016                          1102.00 3.494,663.40016,275.27
REMOVE ASPHALT SURFACE m2 4,663.40016,275.27
0.0000.00
0.0000.00

0017                          1109.00 11.09410.0004,546.90
REMOVE CURB m 410.0004,546.90
0.0000.00
0.0000.00

0018                          1122.01 5.24501.0002,625.24
REMOVE CONCRETE MEDIAN SURFACING m2 501.0002,625.24
0.0000.00
0.0000.00

0019                          1122.30 214.002.000428.00
REMOVE ISLAND NOSE EACH2.000428.00
0.0000.00
0.0000.00

0020                          1124.00 535.001.000535.00
REMOVE BUILDING EACH1.000535.00
AT STA. 400+75 RT. 1.000535.00
1.000535.00

0021                          1124.01 535.001.000535.00
REMOVE BUILDING EACH1.000535.00
AT STA. 401+00 RT. 1.000535.00
1.000535.00

0022                          1124.02 856.001.000856.00
REMOVE BUILDING EACH1.000856.00
AT STA. 401+07 RT 1.000856.00
1.000856.00

0023                          1124.03 535.001.000535.00
REMOVE BUILDING EACH1.000535.00
AT STA. 401+10 RT. 1.000535.00
1.000535.00

0024                          1125.00 3,210.001.0003,210.00
CLEAR TRACT EACH1.0003,210.00
AT STA. 400+25 TO STA. 401+25 RT. 0.9002,889.00
0.9002,889.00

0025                          1701.30 114.4548.0005,493.60
750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 m 48.0005,493.60
0.0000.00
0.0000.00

0026                          1701.36 123.4927.0003,334.23
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 m 27.0003,334.23
0.0000.00
0.0000.00

0027                          1705.42 188.2516.0003,012.00
1050 mm ROUND EQUIVALENT DRIVEWAY CULVERT PIPE, TYPE 2,3,4OR 5 m 16.0003,012.00
0.0000.00
0.0000.00

0028                          6040.00 1,070.001.0001,070.00
REMOVE STRUCTURE EACH1.0001,070.00
AT STA. 47+15.21 RT. 0.0000.00
0.0000.00

0029                          6040.01 1,070.001.0001,070.00
REMOVE STRUCTURE EACH1.0001,070.00
AT STA. 51+92.29 RT. 0.0000.00
0.0000.00

0030                          6040.03 1,070.001.0001,070.00
REMOVE STRUCTURE EACH1.0001,070.00
AT STA. 54+18.65 RT. 0.0000.00
0.0000.00

0031                          6105.02 32.1050.0001,605.00
ROCK RIPRAP, TYPE B Mg 50.0001,605.00
0.0000.00
0.0000.00

0032                          7017.00 3.751,492.1105,595.41
REMOVE GUARDRAIL m 1,492.1105,595.41
0.0000.00
0.0000.00

4003                          6952.02 6,411.180.0000.00
SHOO-FLY EACH1.0006,411.18
BRIDGE 6CO/SA #001 1.0006,411.18
1.0006,411.18

GROUP 1 GRADINGContracted201,833.45
Current200,499.23
In place14,971.18
This Estimate14,971.18

GROUP 4 CULVERTS
0033                          P120.24 151.947.5001,139.55
600 mm CULVERT PIPE, TYPE 2 m 7.5001,139.55
0.0000.00
0.0000.00

0034                          P120.30 189.3914.0002,651.46
750 mm CULVERT PIPE, TYPE 2 m 14.0002,651.46
0.0000.00
0.0000.00

0035                          P120.36 282.486.0001,694.88
900 mm CULVERT PIPE, TYPE 2 m 6.0001,694.88
0.0000.00
0.0000.00

0036                          P310.54 478.2919.0009,087.51
1350 mm CULVERT PIPE, TYPE 2,4 OR 5 m 19.0009,087.51
0.0000.00
0.0000.00

0037                          P500.24 173.3412.0002,080.08
600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 m 12.0002,080.08
0.0000.00
0.0000.00

0038                          P500.36 292.1131.0009,055.41
900 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 m 31.0009,055.41
0.0000.00
0.0000.00

0039                          0030.40 2,354.001.0002,354.00
MOBILIZATION LS 1.0002,354.00
0.0000.00
0.0000.00

0040                          4035.00 219.356.0001,316.10
REMOVE FLARED-END SECTION EACH6.0001,316.10
0.0000.00
0.0000.00

0041                          4040.00 1,792.252.0003,584.50
REMOVE HEADWALLS FROM CULVERTS EACH2.0003,584.50
0.0000.00
0.0000.00

0042                          4044.00 1,391.001.0001,391.00
PREPARATION OF STRUCTURE EACH1.0001,391.00
AT STA. 80+80 0.0000.00
0.0000.00

0043                          4045.00 4,772.201.0004,772.20
REMOVE STRUCTURE EACH1.0004,772.20
AT STA. 500+17.7 0.0000.00
0.0000.00

0044                          4050.01 12.84620.0007,960.80
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS m3 620.0007,960.80
0.0000.00
0.0000.00

0045                          4051.01 9.20555.0005,106.00
EXCAVATION FOR BOX CULVERTS m3 555.0005,106.00
0.0000.00
0.0000.00

0046                          4101.06 391.6275.39029,524.23
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT m3 75.39029,524.23
0.0000.00
0.0000.00

0047                          4107.07 506.115.1502,606.47
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS m3 5.1502,606.47
0.410207.51
0.0000.00

0048                          4151.00 1.784,425.0007,876.50
REINFORCING STEEL FOR BOX CULVERT kg 4,425.0007,876.50
0.0000.00
0.0000.00

0049                          4157.00 2.01214.000430.14
REINFORCING STEEL FOR COLLARS kg 214.000430.14
20.00040.20
0.0000.00

0050                          4310.24 527.515.0002,637.55
600 mm FLARED-END SECTION EACH5.0002,637.55
0.0000.00
0.0000.00

0051                          4310.30 610.971.000610.97
750 mm FLARED-END SECTION EACH1.000610.97
0.0000.00
0.0000.00

0052                          4310.36 796.084.0003,184.32
900 mm FLARED-END SECTION EACH4.0003,184.32
0.0000.00
0.0000.00

0053                          4310.54 1,580.392.0003,160.78
1350 mm FLARED-END SECTION EACH2.0003,160.78
0.0000.00
0.0000.00

GROUP 4 CULVERTSContracted102,224.45
Current102,224.45
In place247.71
This Estimate0.00

GROUP 4A CONCRETE BOX CULVERT AT STA. 70+29
0054                          0030.40 41,500.001.00041,500.00
MOBILIZATION LS 1.00041,500.00
0.0000.00
0.0000.00

0055                          1102.00 6.42994.0006,381.48
REMOVE ASPHALT SURFACE m2 994.0006,381.48
0.0000.00
0.0000.00

0056                          2020.50 49.70327.00016,251.90
SURFACING m2 327.00016,251.90
0.0000.00
0.0000.00

0057                          4045.00 28,825.801.00028,825.80
REMOVE STRUCTURE EACH1.00028,825.80
AT STA. 70+29 0.0000.00
0.0000.00

0058                          4051.01 21.402,500.00053,500.00
EXCAVATION FOR BOX CULVERTS m3 2,500.00053,500.00
0.0000.00
0.0000.00

0059                          4054.65 80,250.001.00080,250.00
TEMPORARY SHORING LS 1.00080,250.00
0.0000.00
0.0000.00

0060                          4101.06 354.17389.050137,789.84
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT m3 389.050137,789.84
0.0000.00
0.0000.00

0061                          4151.00 1.5024,694.00037,041.00
REINFORCING STEEL FOR BOX CULVERT kg 24,694.00037,041.00
0.0000.00
0.0000.00

0062                          9009.75 27.69623.00017,250.87
TEMPORARY SURFACING m2 623.00017,250.87
0.0000.00
0.0000.00

GROUP 4A CONCRETE BOX CULVERT AT STA. 70+29Contracted418,790.89
Current418,790.89
In place0.00
This Estimate0.00

GROUP 4B CONCRETE BOX CULVERT AT STA. 500+28
0063                          0030.40 8,400.001.0008,400.00
MOBILIZATION LS 1.0008,400.00
0.0000.00
0.0000.00

0064                          4051.01 12.841,460.00018,746.40
EXCAVATION FOR BOX CULVERTS m3 1,460.00018,746.40
0.0000.00
0.0000.00

0065                          4101.06 354.17127.60045,192.09
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT m3 127.60045,192.09
0.0000.00
0.0000.00

0066                          4151.00 1.507,959.00011,938.50
REINFORCING STEEL FOR BOX CULVERT kg 7,959.00011,938.50
0.0000.00
0.0000.00

GROUP 4B CONCRETE BOX CULVERT AT STA. 500+28Contracted84,276.99
Current84,276.99
In place0.00
This Estimate0.00

GROUP 6 BRIDGE AT STA. 22+73.609
0067                          0020.00 0.80500.000400.00
TRAINING HOUR500.000400.00
0.0000.00
0.0000.00

0068                          0030.60 41,500.001.00041,500.00
MOBILIZATION LS 1.00041,500.00
0.50020,750.00
-0.500-20,750.00

0069                          1010.01 6.461,430.0009,237.80
EXCAVATION (ESTABLISHED QUANTITY) m3 1,430.0009,237.80
0.0000.00
0.0000.00

0070                          1043.50 2.401,029.0002,469.60
RIPRAP FILTER FABRIC m2 1,029.0002,469.60
0.0000.00
0.0000.00

0071                          3050.15 299.87141.30042,371.63
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 m3 141.30042,371.63
0.0000.00
0.0000.00

0072                          3051.10 1.569,233.00014,403.48
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES kg 9,233.00014,403.48
0.0000.00
0.0000.00

0073                          6000.10 2,309.381.0002,309.38
ABUTMENT NO.1 EXCAVATION LS 1.0002,309.38
0.0000.00
0.0000.00

0074                          6000.11 2,309.381.0002,309.38
ABUTMENT NO.2 EXCAVATION LS 1.0002,309.38
0.0000.00
0.0000.00

0075                          6005.60 296.6316.0004,746.08
ELASTOMERIC BEARING EACH16.0004,746.08
0.0000.00
0.0000.00

0076                          6010.22 854.0848.00040,995.84
CLASS 47B-20 CONCRETE FOR BRIDGE m3 48.00040,995.84
0.0000.00
0.0000.00

0077                          6010.26 554.43103.80057,549.83
CLASS 47BD-30 CONCRETE FOR BRIDGE m3 103.80057,549.83
0.0000.00
0.0000.00

0078                          6011.11 28,217.181.00028,217.18
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE LS 1.00028,217.18
AT STA. 22+73.609 0.0000.00
0.0000.00

0079                          6030.00 42,110.921.00042,110.92
PREPARATION OF BRIDGE EACH1.00042,110.92
AT STA. 22+73.609 0.0000.00
0.0000.00

0080                          6081.00 36.3529.0001,054.15
STRUCTURAL STEEL FOR SUPERSTRUCTURE kg 29.0001,054.15
0.0000.00
0.0000.00

0081                          6105.02 27.92988.00027,584.96
ROCK RIPRAP, TYPE B Mg 988.00027,584.96
0.0000.00
0.0000.00

0082                          6131.50 1.8714,408.00026,942.96
EPOXY COATED REINFORCING STEEL kg 14,408.00026,942.96
0.0000.00
0.0000.00

0083                          6139.50 30.1650.6001,526.10
SUBSURFACE DRAINAGE MATTING m2 50.6001,526.10
0.0000.00
0.0000.00

0084                          6210.50 78.94468.60036,991.28
PIPE PILING m 468.60036,991.28
0.0000.00
0.0000.00

0085                          6510.55 23,703.921.00023,703.92
TEMPORARY BRIDGE SHORING LS 0.0000.00
0.0000.00
0.0000.00

0086                          6616.65 528.1112.0006,337.32
BEARING DEVICE REPLACEMENT EACH12.0006,337.32
0.0000.00
0.0000.00

0087                          8091.00 30.10155.3004,674.53
GRANULAR BACKFILL m3 155.3004,674.53
0.0000.00
0.0000.00

4002                          6952.02 19,554.070.0000.00
SHOO-FLY EACH1.00019,554.07
BRIDGE 6CO/SA #001 1.00019,554.07
1.00019,554.07

GROUP 6 BRIDGE AT STA. 22+73.609Contracted417,436.35
Current413,286.50
In place40,304.07
This Estimate-1,195.93

GROUP 6A BRIDGE AT STA. 35+42.651
0088                          0020.00 0.80500.000400.00
TRAINING HOUR500.000400.00
0.0000.00
0.0000.00

0089                          0030.60 49,000.001.00049,000.00
MOBILIZATION LS 1.00049,000.00
0.0000.00
0.0000.00

0090                          1010.01 3.912,365.0009,247.15
EXCAVATION (ESTABLISHED QUANTITY) m3 2,365.0009,247.15
0.0000.00
0.0000.00

0091                          1043.50 2.341,102.0002,578.68
RIPRAP FILTER FABRIC m2 1,102.0002,578.68
0.0000.00
0.0000.00

0092                          3050.15 299.87141.60042,461.59
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 m3 141.60042,461.59
0.0000.00
0.0000.00

0093                          3051.10 1.559,303.00014,419.65
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES kg 9,303.00014,419.65
0.0000.00
0.0000.00

0094                          6000.10 2,309.381.0002,309.38
ABUTMENT NO.1 EXCAVATION LS 1.0002,309.38
0.0000.00
0.0000.00

0095                          6000.11 2,309.381.0002,309.38
ABUTMENT NO.2 EXCAVATION LS 1.0002,309.38
0.0000.00
0.0000.00

0096                          6000.20 2,309.381.0002,309.38
PIER NO.1 EXCAVATION LS 1.0002,309.38
0.0000.00
0.0000.00

0097                          6000.21 2,309.381.0002,309.38
PIER NO.2 EXCAVATION LS 1.0002,309.38
0.0000.00
0.0000.00

0098                          6005.35 163.4329.8004,870.21
PRECOMPRESSED POLYURETHANE FOAM JOINT m 29.8004,870.21
0.0000.00
0.0000.00

0099                          6005.60 218.9622.0004,817.12
ELASTOMERIC BEARING EACH22.0004,817.12
0.0000.00
0.0000.00

0100                          6010.22 484.14100.20048,510.83
CLASS 47B-20 CONCRETE FOR BRIDGE m3 100.20048,510.83
0.0000.00
0.0000.00

0101                          6010.26 457.82162.90074,578.88
CLASS 47BD-30 CONCRETE FOR BRIDGE m3 162.90074,578.88
0.0000.00
0.0000.00

0102                          6011.11 33,727.681.00033,727.68
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE LS 1.00033,727.68
AT STA. 35+42.651 0.0000.00
0.0000.00

0103                          6030.00 46,371.661.00046,371.66
PREPARATION OF BRIDGE EACH1.00046,371.66
AT STA. 35+42.651 0.0000.00
0.0000.00

0104                          6080.00 6.42564.0003,620.88
STRUCTURAL STEEL FOR SUBSTRUCTURE kg 564.0003,620.88
0.0000.00
0.0000.00

0105                          6081.00 6.4294.000603.48
STRUCTURAL STEEL FOR SUPERSTRUCTURE kg 94.000603.48
0.0000.00
0.0000.00

0106                          6105.02 27.311,058.00028,893.98
ROCK RIPRAP, TYPE B Mg 1,058.00028,893.98
0.0000.00
0.0000.00

0107                          6131.50 1.2924,171.00031,180.59
EPOXY COATED REINFORCING STEEL kg 24,171.00031,180.59
0.0000.00
0.0000.00

0108                          6139.50 30.3948.6001,476.95
SUBSURFACE DRAINAGE MATTING m2 48.6001,476.95
0.0000.00
0.0000.00

0109                          6200.00 86.28594.00051,250.32
CONCRETE PILING m 594.00051,250.32
0.0000.00
0.0000.00

0110                          6510.55 24,995.681.00024,995.68
TEMPORARY BRIDGE SHORING LS 1.00024,995.68
0.0000.00
0.0000.00

0111                          6616.65 528.1110.0005,281.10
BEARING DEVICE REPLACEMENT EACH10.0005,281.10
0.0000.00
0.0000.00

0112                          8091.00 31.92137.8004,398.58
GRANULAR BACKFILL m3 137.8004,398.58
0.0000.00
0.0000.00

GROUP 6A BRIDGE AT STA. 35+42.651Contracted491,922.53
Current491,922.53
In place0.00
This Estimate0.00

GROUP 6B BRIDGE AT STA. 43+91.371
0113                          0020.00 0.80500.000400.00
TRAINING HOUR500.000400.00
0.0000.00
0.0000.00

0114                          0030.60 51,000.001.00051,000.00
MOBILIZATION LS 1.00051,000.00
0.0000.00
0.0000.00

0115                          1010.01 3.872,385.0009,229.95
EXCAVATION (ESTABLISHED QUANTITY) m3 2,385.0009,229.95
0.0000.00
0.0000.00

0116                          1043.50 2.141,230.0002,632.20
RIPRAP FILTER FABRIC m2 1,230.0002,632.20
0.0000.00
0.0000.00

0117                          3050.15 299.87141.50042,431.61
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 m3 141.50042,431.61
0.0000.00
0.0000.00

0118                          3051.10 2.149,303.00019,908.42
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES kg 9,303.00019,908.42
0.0000.00
0.0000.00

0119                          6000.10 2,309.381.0002,309.38
ABUTMENT NO.1 EXCAVATION LS 1.0002,309.38
0.0000.00
0.0000.00

0120                          6000.11 2,309.381.0002,309.38
ABUTMENT NO.2 EXCAVATION LS 1.0002,309.38
0.0000.00
0.0000.00

0121                          6000.60 2,309.381.0002,309.38
PIER NO.1 EXCAVATION LS 1.0002,309.38
0.0000.00
0.0000.00

0122                          6000.61 2,309.381.0002,309.38
PIER NO.2 EXCAVATION LS 1.0002,309.38
0.0000.00
0.0000.00

0123                          6005.35 166.0429.8004,947.99
PRECOMPRESSED POLYURETHANE FOAM JOINT m 29.8004,947.99
0.0000.00
0.0000.00

0124                          6005.60 218.9622.0004,817.12
ELASTOMERIC BEARING EACH22.0004,817.12
0.0000.00
0.0000.00

0125                          6010.22 454.39109.80049,892.02
CLASS 47B-20 CONCRETE FOR BRIDGE m3 109.80049,892.02
0.0000.00
0.0000.00

0126                          6010.26 445.60169.50075,529.20
CLASS 47BD-30 CONCRETE FOR BRIDGE m3 169.50075,529.20
0.0000.00
0.0000.00

0127                          6011.11 33,727.681.00033,727.68
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE LS 1.00033,727.68
AT STA. 43+91.371 0.0000.00
0.0000.00

0128                          6030.00 46,371.661.00046,371.66
PREPARATION OF BRIDGE EACH1.00046,371.66
AT STA. 43+91.371 0.0000.00
0.0000.00

0129                          6080.00 16.05652.00010,464.60
STRUCTURAL STEEL FOR SUBSTRUCTURE kg 652.00010,464.60
0.0000.00
0.0000.00

0130                          6081.00 12.8494.0001,206.96
STRUCTURAL STEEL FOR SUPERSTRUCTURE kg 94.0001,206.96
0.0000.00
0.0000.00

0131                          6105.02 27.661,017.00028,130.22
ROCK RIPRAP, TYPE B Mg 1,017.00028,130.22
0.0000.00
0.0000.00

0132                          6105.03 32.66164.0005,356.24
ROCK RIPRAP, TYPE C Mg 164.0005,356.24
0.0000.00
0.0000.00

0133                          6131.50 1.2924,566.00031,690.14
EPOXY COATED REINFORCING STEEL kg 24,566.00031,690.14
0.0000.00
0.0000.00

0134                          6139.50 30.7049.6001,522.72
SUBSURFACE DRAINAGE MATTING m2 49.6001,522.72
0.0000.00
0.0000.00

0135                          6200.00 86.04561.00048,268.44
CONCRETE PILING m 561.00048,268.44
0.0000.00
0.0000.00

0136                          6510.55 25,086.901.00025,086.90
TEMPORARY BRIDGE SHORING LS 1.00025,086.90
0.0000.00
0.0000.00

0137                          6616.65 528.1110.0005,281.10
BEARING DEVICE REPLACEMENT EACH10.0005,281.10
0.0000.00
0.0000.00

0138                          8091.00 31.70140.1004,441.17
GRANULAR BACKFILL m3 140.1004,441.17
0.0000.00
0.0000.00

GROUP 6B BRIDGE AT STA. 43+91.371Contracted511,573.86
Current511,573.86
In place0.00
This Estimate0.00

GROUP 6C BRIDGE AT STA. 61+83.515
0139                          0020.00 0.80500.000400.00
TRAINING HOUR500.000400.00
0.0000.00
0.0000.00

0140                          0030.60 47,000.001.00047,000.00
MOBILIZATION LS 1.00047,000.00
0.0000.00
0.0000.00

0141                          1010.01 6.891,340.0009,232.60
EXCAVATION (ESTABLISHED QUANTITY) m3 1,340.0009,232.60
0.0000.00
0.0000.00

0142                          1043.50 3.09718.0002,218.62
RIPRAP FILTER FABRIC m2 718.0002,218.62
0.0000.00
0.0000.00

0143                          3050.15 299.87141.40042,401.62
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 m3 141.40042,401.62
0.0000.00
0.0000.00

0144                          3051.10 2.149,265.00019,827.10
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES kg 9,265.00019,827.10
0.0000.00
0.0000.00

0145                          6000.10 2,309.381.0002,309.38
ABUTMENT NO.1 EXCAVATION LS 1.0002,309.38
0.0000.00
0.0000.00

0146                          6000.11 2,309.381.0002,309.38
ABUTMENT NO.2 EXCAVATION LS 1.0002,309.38
0.0000.00
0.0000.00

0147                          6000.60 2,309.381.0002,309.38
PIER NO.1 EXCAVATION LS 1.0002,309.38
0.0000.00
0.0000.00

0148                          6000.61 2,309.381.0002,309.38
PIER NO.2 EXCAVATION LS 1.0002,309.38
0.0000.00
0.0000.00

0149                          6005.35 168.4328.9904,882.79
PRECOMPRESSED POLYURETHANE FOAM JOINT m 28.9904,882.79
0.0000.00
0.0000.00

0150                          6005.60 218.9622.0004,817.12
ELASTOMERIC BEARING EACH22.0004,817.12
0.0000.00
0.0000.00

0151                          6010.22 446.72131.00058,520.32
CLASS 47B-20 CONCRETE FOR BRIDGE m3 131.00058,520.32
0.0000.00
0.0000.00

0152                          6010.26 481.34132.80063,921.95
CLASS 47BD-30 CONCRETE FOR BRIDGE m3 132.80063,921.95
0.0000.00
0.0000.00

0153                          6011.11 20,437.001.00020,437.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE LS 1.00020,437.00
AT STA. 61+83.515 0.0000.00
0.0000.00

0154                          6030.00 49,046.661.00049,046.66
PREPARATION OF BRIDGE EACH1.00049,046.66
AT STA. 61+83.515 0.0000.00
0.0000.00

0155                          6105.02 29.75620.00018,445.00
ROCK RIPRAP, TYPE B Mg 620.00018,445.00
0.0000.00
0.0000.00

0156                          6105.03 52.5468.0003,572.72
ROCK RIPRAP, TYPE C Mg 68.0003,572.72
0.0000.00
0.0000.00

0157                          6131.50 1.2921,803.00028,125.87
EPOXY COATED REINFORCING STEEL kg 21,803.00028,125.87
0.0000.00
0.0000.00

0158                          6139.50 32.2247.0001,514.34
SUBSURFACE DRAINAGE MATTING m2 47.0001,514.34
0.0000.00
0.0000.00

0159                          6210.50 71.05753.00053,500.65
PIPE PILING m 753.00053,500.65
0.0000.00
0.0000.00

0160                          6510.55 24,233.571.00024,233.57
TEMPORARY BRIDGE SHORING LS 1.00024,233.57
0.0000.00
0.0000.00

0161                          6616.65 528.1110.0005,281.10
BEARING DEVICE REPLACEMENT EACH10.0005,281.10
0.0000.00
0.0000.00

0162                          8091.00 31.66140.5004,448.23
GRANULAR BACKFILL m3 140.5004,448.23
0.0000.00
0.0000.00

GROUP 6C BRIDGE AT STA. 61+83.515Contracted471,064.78
Current471,064.78
In place0.00
This Estimate0.00

GROUP 7 GUARDRAIL
0163                          0030.70 1,078.461.0001,078.46
MOBILIZATION LS 1.0001,078.46
0.0000.00
0.0000.00

0164                          7001.50 524.304.0002,097.20
CULVERT MOUNTED GUARDRAIL POST EACH4.0002,097.20
0.0000.00
0.0000.00

0165                          7011.20 40.39474.36019,159.40
W-BEAM GUARDRAIL m 474.36019,159.40
0.0000.00
0.0000.00

0166                          7015.00 24.61425.00010,459.25
CABLE GUARDRAIL m 425.00010,459.25
0.0000.00
0.0000.00

0167                          7019.50 15,220.751.00015,220.75
IMPACT ATTENUATOR EACH1.00015,220.75
0.0000.00
0.0000.00

0168                          7020.00 1,016.5015.00015,247.50
BRIDGE APPROACH SECTIONS EACH15.00015,247.50
0.0000.00
0.0000.00

0169                          7023.00 1,605.004.0006,420.00
TERMINAL ANCHORAGE SECTIONS EACH4.0006,420.00
0.0000.00
0.0000.00

0170                          7024.27 1,471.2525.00036,781.25
GUARDRAIL END TREATMENT, TYPE II EACH25.00036,781.25
0.0000.00
0.0000.00

GROUP 7 GUARDRAILContracted106,463.81
Current106,463.81
In place0.00
This Estimate0.00

GROUP 8B ELECTRICAL
0171                          A001.12 321.002.000642.00
PULL BOX, TYPE PB-5 EACH2.000642.00
0.0000.00
0.0000.00

0172                          A009.16 2,270.544.0009,082.16
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.20 EACH4.0009,082.16
0.0000.00
0.0000.00

0173                          A020.10 1,284.001.0001,284.00
LIGHTING CONTROL CENTER, TYPE D EACH1.0001,284.00
0.0000.00
0.0000.00

0174                          A070.10 6.42146.000937.32
38 mm CONDUIT IN TRENCH m 146.000937.32
0.0000.00
0.0000.00

0175                          A074.12 48.1542.0002,022.30
38 mm CONDUIT, JACKED m 42.0002,022.30
0.0000.00
0.0000.00

0176                          A080.22 1.61188.000302.68
STREET LIGHTING CABLE, NO. 6 BARE m 188.000302.68
0.0000.00
0.0000.00

0177                          A080.24 3.21376.0001,206.96
STREET LIGHTING CABLE, NO. 6 USE m 376.0001,206.96
0.0000.00
0.0000.00

0178                          0030.81 1,337.501.0001,337.50
MOBILIZATION LS 1.0001,337.50
0.0000.00
0.0000.00

GROUP 8B ELECTRICALContracted16,814.92
Current16,814.92
In place0.00
This Estimate0.00

GROUP 9 BITUMINOUS
0179                          L001.01 1,543.493.0004,630.47
SEEDING, TYPE A ha 3.0004,630.47
0.0000.00
0.0000.00

0180                          L001.02 976.401.000976.40
SEEDING, TYPE B ha 1.000976.40
0.0000.00
0.0000.00

0181                          L032.75 74.9018.0001,348.20
MULCH Mg 18.0001,348.20
0.0000.00
0.0000.00

0182                          0002.55 24.08289.8606,979.83
OVERLAY BROKEN LINES StaM289.8606,979.83
0.0000.00
0.0000.00

0183                          0002.60 24.08579.72013,959.66
OVERLAY SOLID LINES StaM579.72013,959.66
0.0000.00
0.0000.00

0184                          0030.90 25,980.671.00025,980.67
MOBILIZATION LS 1.00025,980.67
0.0000.00
0.0000.00

0185                          2001.03 26.1256.0001,462.72
GRAVEL SURFACE COURSE Mg 56.0001,462.72
52.0001,358.24
52.0001,358.24

0186                          2021.00 53.5013.000695.50
MAILBOX POST EACH13.000695.50
0.0000.00
0.0000.00

0187                          3040.12 151.5750.1007,593.66
CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH m2 50.1007,593.66
0.0000.00
0.0000.00

0188                          3040.13 139.80114.30015,979.14
CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH m2 114.30015,979.14
0.0000.00
0.0000.00

0189                          3221.05 123.16413.90050,975.92
CONCRETE PAVEMENT, CLASS PR-25 m2 413.90050,975.92
JOINT REPAIR 0.0000.00
0.0000.00

0190                          9000.75 14.23100.0001,423.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE Mg 100.0001,423.00
SPS 0.0000.00
0.0000.00

0191                          9005.00 39.22300.00011,766.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE Mg 300.00011,766.00
SP4(12.5) 0.0000.00
0.0000.00

0192                          9005.23 19.257,490.000144,182.50
ASPHALTIC CONCRETE, TYPE SPS Mg 7,490.000144,182.50
0.0000.00
0.0000.00

0193                          9005.45 23.0119,950.000459,049.50
ASPHALTIC CONCRETE, TYPE SP4(12.5) Mg 19,950.000459,049.50
0.0000.00
0.0000.00

0194                          9009.00 3.213,910.00012,551.10
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS m2 3,910.00012,551.10
0.0000.00
0.0000.00

0195                          9020.92 212.935.4001,149.82
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING Mg 5.4001,149.82
0.0000.00
0.0000.00

0196                          9021.01 212.931,093.500232,838.96
PERFORMANCE GRADED BINDER (64-22) Mg 1,093.500232,838.96
0.0000.00
0.0000.00

0197                          9021.03 212.93404.46086,121.67
PERFORMANCE GRADED BINDER (58-28) Mg 404.46086,121.67
0.0000.00
0.0000.00

0198                          9034.00 3.21614.0001,970.94
PREPARATION OF INTERSECTIONS AND DRIVEWAYS m2 614.0001,970.94
0.0000.00
0.0000.00

0199                          9053.00 0.2493,760.00022,502.40
TACK COAT L 93,760.00022,502.40
0.0000.00
0.0000.00

0200                          9111.00 2.85614.0001,749.90
WATER kL 614.0001,749.90
0.0000.00
0.0000.00

0201                          9170.00 168.92181.87030,721.48
EARTH SHOULDER CONSTRUCTION StaM181.87030,721.48
0.0000.00
0.0000.00

0202                          9173.00 1,086.395.6806,170.70
SUBGRADE PREPARATION StaM5.6806,170.70
0.0000.00
0.0000.00

0203                          9173.20 3.48508.0001,767.84
SUBGRADE PREPARATION m2 508.0001,767.84
0.0000.00
0.0000.00

0204                          9179.23 552.1293.72151,745.24
COLD MILLING, CLASS 3 StaM93.72151,745.24
0.0000.00
0.0000.00

0205                          9188.50 16.752,908.00048,709.00
SURFACING UNDER GUARDRAIL m2 2,908.00048,709.00
0.0000.00
0.0000.00

0206                          9300.52 3,210.001.0003,210.00
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D LS 1.0003,210.00
0.0000.00
0.0000.00

GROUP 9 BITUMINOUSContracted1,248,212.21
Current1,248,212.21
In place1,358.24
This Estimate1,358.24

GROUP 10 GENERAL ITEMS
0207                          0001.08 0.5026,000.00013,000.00
BARRICADE, TYPE II BDAY26,000.00013,000.00
0.0000.00
0.0000.00

0208                          0001.10 2.145,978.00012,792.92
BARRICADE, TYPE III BDAY5,978.00012,792.92
375.000802.50
154.000329.56

0209                          0001.75 5.35560.0002,996.00
TEMPORARY SIGN DAY EACH560.0002,996.00
0.0000.00
0.0000.00

0210                          0001.90 0.2738,544.00010,406.88
SIGN DAY EACH38,544.00010,406.88
646.000174.42
297.00080.19

0211                          0002.30 2.14700.0001,498.00
PAVEMENT MARKING REMOVAL m 700.0001,498.00
0.0000.00
0.0000.00

0212                          0002.44 1.0710,000.00010,700.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT m 10,000.00010,700.00
0.0000.00
0.0000.00

0213                          0002.47 0.27700.000189.00
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION m 700.000189.00
0.0000.00
0.0000.00

0214                          0003.10 274.3980.00021,951.20
FLAGGING DAY 80.00021,951.20
0.0000.00
0.0000.00

0215                          0003.20 399.1130.00011,973.30
FURNISHING AND OPERATING PILOT VEHICLE DAY 30.00011,973.30
0.0000.00
0.0000.00

0216                          0003.51 25.68374.0009,604.32
INSTALL CONCRETE PROTECTION BARRIER m 209.0005,367.12
0.0000.00
0.0000.00

0217                          0003.56 10.161,026.00010,424.16
RELOCATE CONCRETE PROTECTION BARRIER m 861.0008,747.76
0.0000.00
0.0000.00

0218                          0003.75 11,235.004.00044,940.00
TEMPORARY TRAFFIC SIGNAL EACH3.00033,705.00
0.0000.00
0.0000.00

0219                          0010.04 4,012.501.0004,012.50
FIELD OFFICE EACH1.0004,012.50
0.0000.00
0.0000.00

0220                          0030.00 10,225.561.00010,225.56
MOBILIZATION LS 1.00010,225.56
0.0000.00
0.0000.00

0221                          9110.01 82.7140.0003,308.40
RENTAL OF LOADER, FULLY OPERATED HOUR40.0003,308.40
0.0000.00
0.0000.00

0222                          9110.02 71.3330.0002,139.90
RENTAL OF MOTOR GRADER, FULLY OPERATED HOUR30.0002,139.90
0.0000.00
0.0000.00

0223                          9110.03 55.9640.0002,238.40
RENTAL OF DUMP TRUCK, FULLY OPERATED HOUR40.0002,238.40
0.0000.00
0.0000.00

0224                          9110.07 40.1340.0001,605.20
RENTAL OF SKID LOADER, FULLY OPERATED HOUR40.0001,605.20
0.0000.00
0.0000.00

4000                          0025.10 4,264.050.0000.00
VALUE ENGINEERING ADJUSTMENT LS 1.0004,264.05
SHOOFLY CONSTRUCTION - BRIDGE 6CO/SA #001 1.0004,264.05
1.0004,264.05

4001                          6952.02 14,104.570.0000.00
SHOO-FLY EACH1.00014,104.57
BRIDGE 6 - CATAGORY 0101CO/SA #001 1.00014,104.57
1.00014,104.57

GROUP 10 GENERAL ITEMSContracted174,005.74
Current175,225.76
In place19,345.54
This Estimate18,778.37

Totals for contractContracted4,244,619.96
Current4,240,355.91
In place76,226.74
This Estimate33,911.86