| | | 1. Contracted
|
---|
| | | 2. Current
|
---|
| | | 3. To date
|
---|
Item Nbr Item Code | Unit Price | | 4. This Est
|
---|
Item Description | Units | Qty | Amount
|
---|
GROUP 1 GRADING | | |
|
0001 L006.00 | 264.29 | 4.000 | 1,057.16
|
COVER CROP SEEDING | ha | 4.000 | 1,057.16
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0002 L020.00 | 1.61 | 2,197.000 | 3,537.17
|
EROSION CONTROL | m2 | 2,197.000 | 3,537.17
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0003 L020.01 | 5.22 | 450.000 | 2,349.00
|
EROSION CONTROL, TYPE A | m2 | 450.000 | 2,349.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0004 L020.08 | 5.22 | 3,786.000 | 19,762.92
|
EROSION CONTROL, TYPE AA | m2 | 3,786.000 | 19,762.92
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0005 L021.01 | 13.91 | 35.000 | 486.85
|
EROSION CHECKS, TYPE A | BALE | 35.000 | 486.85
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0006 L021.21 | 13.91 | 224.000 | 3,115.84
|
EROSION CHECKS, TYPE AA | BALE | 224.000 | 3,115.84
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0007 L022.11 | 7.02 | 565.000 | 3,966.30
|
FABRIC SILT FENCE-LOW POROSITY | m | 565.000 | 3,966.30
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0008 L022.75 | 16.05 | 255.000 | 4,092.75
|
TEMPORARY SILT CHECK | m | 255.000 | 4,092.75
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0009 0030.10 | 19,500.00 | 1.000 | 19,500.00
|
MOBILIZATION | LS | 1.000 | 19,500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0010 1009.00 | 12,510.00 | 1.000 | 12,510.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 12,510.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0011 1010.00 | 3.31 | 21,044.000 | 69,655.64
|
EXCAVATION | m3 | 18,704.000 | 61,910.24
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0012 1011.00 | 4.28 | 440.000 | 1,883.20
|
WATER | kL | 440.000 | 1,883.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0013 1043.50 | 5.35 | 36.000 | 192.60
|
RIPRAP FILTER FABRIC | m2 | 36.000 | 192.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0014 1090.00 | 1,605.00 | 1.000 | 1,605.00
|
ABANDON WELLS | EACH | 1.000 | 1,605.00
|
| | 2.000 | 3,210.00
|
| | 2.000 | 3,210.00
|
| | |
|
0015 1101.00 | 4.49 | 1,408.100 | 6,322.37
|
REMOVE PAVEMENT | m2 | 1,408.100 | 6,322.37
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0016 1102.00 | 3.49 | 4,663.400 | 16,275.27
|
REMOVE ASPHALT SURFACE | m2 | 4,663.400 | 16,275.27
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0017 1109.00 | 11.09 | 410.000 | 4,546.90
|
REMOVE CURB | m | 410.000 | 4,546.90
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0018 1122.01 | 5.24 | 501.000 | 2,625.24
|
REMOVE CONCRETE MEDIAN SURFACING | m2 | 501.000 | 2,625.24
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0019 1122.30 | 214.00 | 2.000 | 428.00
|
REMOVE ISLAND NOSE | EACH | 2.000 | 428.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0020 1124.00 | 535.00 | 1.000 | 535.00
|
REMOVE BUILDING | EACH | 1.000 | 535.00
|
AT STA. 400+75 RT. | | 1.000 | 535.00
|
| | 1.000 | 535.00
|
| | |
|
0021 1124.01 | 535.00 | 1.000 | 535.00
|
REMOVE BUILDING | EACH | 1.000 | 535.00
|
AT STA. 401+00 RT. | | 1.000 | 535.00
|
| | 1.000 | 535.00
|
| | |
|
0022 1124.02 | 856.00 | 1.000 | 856.00
|
REMOVE BUILDING | EACH | 1.000 | 856.00
|
AT STA. 401+07 RT | | 1.000 | 856.00
|
| | 1.000 | 856.00
|
| | |
|
0023 1124.03 | 535.00 | 1.000 | 535.00
|
REMOVE BUILDING | EACH | 1.000 | 535.00
|
AT STA. 401+10 RT. | | 1.000 | 535.00
|
| | 1.000 | 535.00
|
| | |
|
0024 1125.00 | 3,210.00 | 1.000 | 3,210.00
|
CLEAR TRACT | EACH | 1.000 | 3,210.00
|
AT STA. 400+25 TO STA. 401+25 RT. | | 0.900 | 2,889.00
|
| | 0.900 | 2,889.00
|
| | |
|
0025 1701.30 | 114.45 | 48.000 | 5,493.60
|
750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | m | 48.000 | 5,493.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0026 1701.36 | 123.49 | 27.000 | 3,334.23
|
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | m | 27.000 | 3,334.23
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0027 1705.42 | 188.25 | 16.000 | 3,012.00
|
1050 mm ROUND EQUIVALENT DRIVEWAY CULVERT PIPE, TYPE 2,3,4OR 5 | m | 16.000 | 3,012.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0028 6040.00 | 1,070.00 | 1.000 | 1,070.00
|
REMOVE STRUCTURE | EACH | 1.000 | 1,070.00
|
AT STA. 47+15.21 RT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0029 6040.01 | 1,070.00 | 1.000 | 1,070.00
|
REMOVE STRUCTURE | EACH | 1.000 | 1,070.00
|
AT STA. 51+92.29 RT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0030 6040.03 | 1,070.00 | 1.000 | 1,070.00
|
REMOVE STRUCTURE | EACH | 1.000 | 1,070.00
|
AT STA. 54+18.65 RT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0031 6105.02 | 32.10 | 50.000 | 1,605.00
|
ROCK RIPRAP, TYPE B | Mg | 50.000 | 1,605.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0032 7017.00 | 3.75 | 1,492.110 | 5,595.41
|
REMOVE GUARDRAIL | m | 1,492.110 | 5,595.41
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4003 6952.02 | 6,411.18 | 0.000 | 0.00
|
SHOO-FLY | EACH | 1.000 | 6,411.18
|
BRIDGE 6CO/SA #001 | | 1.000 | 6,411.18
|
| | 1.000 | 6,411.18
|
| | |
|
GROUP 1 GRADING | | Contracted | 201,833.45
|
| | Current | 200,499.23
|
| | In place | 14,971.18
|
| | This Estimate | 14,971.18
|
| | |
|
GROUP 4 CULVERTS | | |
|
0033 P120.24 | 151.94 | 7.500 | 1,139.55
|
600 mm CULVERT PIPE, TYPE 2 | m | 7.500 | 1,139.55
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0034 P120.30 | 189.39 | 14.000 | 2,651.46
|
750 mm CULVERT PIPE, TYPE 2 | m | 14.000 | 2,651.46
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0035 P120.36 | 282.48 | 6.000 | 1,694.88
|
900 mm CULVERT PIPE, TYPE 2 | m | 6.000 | 1,694.88
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0036 P310.54 | 478.29 | 19.000 | 9,087.51
|
1350 mm CULVERT PIPE, TYPE 2,4 OR 5 | m | 19.000 | 9,087.51
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0037 P500.24 | 173.34 | 12.000 | 2,080.08
|
600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 | m | 12.000 | 2,080.08
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0038 P500.36 | 292.11 | 31.000 | 9,055.41
|
900 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 | m | 31.000 | 9,055.41
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0039 0030.40 | 2,354.00 | 1.000 | 2,354.00
|
MOBILIZATION | LS | 1.000 | 2,354.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0040 4035.00 | 219.35 | 6.000 | 1,316.10
|
REMOVE FLARED-END SECTION | EACH | 6.000 | 1,316.10
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0041 4040.00 | 1,792.25 | 2.000 | 3,584.50
|
REMOVE HEADWALLS FROM CULVERTS | EACH | 2.000 | 3,584.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0042 4044.00 | 1,391.00 | 1.000 | 1,391.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 1,391.00
|
AT STA. 80+80 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0043 4045.00 | 4,772.20 | 1.000 | 4,772.20
|
REMOVE STRUCTURE | EACH | 1.000 | 4,772.20
|
AT STA. 500+17.7 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0044 4050.01 | 12.84 | 620.000 | 7,960.80
|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | m3 | 620.000 | 7,960.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0045 4051.01 | 9.20 | 555.000 | 5,106.00
|
EXCAVATION FOR BOX CULVERTS | m3 | 555.000 | 5,106.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0046 4101.06 | 391.62 | 75.390 | 29,524.23
|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT | m3 | 75.390 | 29,524.23
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0047 4107.07 | 506.11 | 5.150 | 2,606.47
|
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS | m3 | 5.150 | 2,606.47
|
| | 0.410 | 207.51
|
| | 0.000 | 0.00
|
| | |
|
0048 4151.00 | 1.78 | 4,425.000 | 7,876.50
|
REINFORCING STEEL FOR BOX CULVERT | kg | 4,425.000 | 7,876.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0049 4157.00 | 2.01 | 214.000 | 430.14
|
REINFORCING STEEL FOR COLLARS | kg | 214.000 | 430.14
|
| | 20.000 | 40.20
|
| | 0.000 | 0.00
|
| | |
|
0050 4310.24 | 527.51 | 5.000 | 2,637.55
|
600 mm FLARED-END SECTION | EACH | 5.000 | 2,637.55
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0051 4310.30 | 610.97 | 1.000 | 610.97
|
750 mm FLARED-END SECTION | EACH | 1.000 | 610.97
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0052 4310.36 | 796.08 | 4.000 | 3,184.32
|
900 mm FLARED-END SECTION | EACH | 4.000 | 3,184.32
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0053 4310.54 | 1,580.39 | 2.000 | 3,160.78
|
1350 mm FLARED-END SECTION | EACH | 2.000 | 3,160.78
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4 CULVERTS | | Contracted | 102,224.45
|
| | Current | 102,224.45
|
| | In place | 247.71
|
| | This Estimate | 0.00
|
| | |
|
GROUP 4A CONCRETE BOX CULVERT AT STA. 70+29 | | |
|
0054 0030.40 | 41,500.00 | 1.000 | 41,500.00
|
MOBILIZATION | LS | 1.000 | 41,500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0055 1102.00 | 6.42 | 994.000 | 6,381.48
|
REMOVE ASPHALT SURFACE | m2 | 994.000 | 6,381.48
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0056 2020.50 | 49.70 | 327.000 | 16,251.90
|
SURFACING | m2 | 327.000 | 16,251.90
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0057 4045.00 | 28,825.80 | 1.000 | 28,825.80
|
REMOVE STRUCTURE | EACH | 1.000 | 28,825.80
|
AT STA. 70+29 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0058 4051.01 | 21.40 | 2,500.000 | 53,500.00
|
EXCAVATION FOR BOX CULVERTS | m3 | 2,500.000 | 53,500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0059 4054.65 | 80,250.00 | 1.000 | 80,250.00
|
TEMPORARY SHORING | LS | 1.000 | 80,250.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0060 4101.06 | 354.17 | 389.050 | 137,789.84
|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT | m3 | 389.050 | 137,789.84
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0061 4151.00 | 1.50 | 24,694.000 | 37,041.00
|
REINFORCING STEEL FOR BOX CULVERT | kg | 24,694.000 | 37,041.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0062 9009.75 | 27.69 | 623.000 | 17,250.87
|
TEMPORARY SURFACING | m2 | 623.000 | 17,250.87
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4A CONCRETE BOX CULVERT AT STA. 70+29 | | Contracted | 418,790.89
|
| | Current | 418,790.89
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 4B CONCRETE BOX CULVERT AT STA. 500+28 | | |
|
0063 0030.40 | 8,400.00 | 1.000 | 8,400.00
|
MOBILIZATION | LS | 1.000 | 8,400.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0064 4051.01 | 12.84 | 1,460.000 | 18,746.40
|
EXCAVATION FOR BOX CULVERTS | m3 | 1,460.000 | 18,746.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0065 4101.06 | 354.17 | 127.600 | 45,192.09
|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT | m3 | 127.600 | 45,192.09
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0066 4151.00 | 1.50 | 7,959.000 | 11,938.50
|
REINFORCING STEEL FOR BOX CULVERT | kg | 7,959.000 | 11,938.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4B CONCRETE BOX CULVERT AT STA. 500+28 | | Contracted | 84,276.99
|
| | Current | 84,276.99
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 22+73.609 | | |
|
0067 0020.00 | 0.80 | 500.000 | 400.00
|
TRAINING | HOUR | 500.000 | 400.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0068 0030.60 | 41,500.00 | 1.000 | 41,500.00
|
MOBILIZATION | LS | 1.000 | 41,500.00
|
| | 0.500 | 20,750.00
|
| | -0.500 | -20,750.00
|
| | |
|
0069 1010.01 | 6.46 | 1,430.000 | 9,237.80
|
EXCAVATION (ESTABLISHED QUANTITY) | m3 | 1,430.000 | 9,237.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0070 1043.50 | 2.40 | 1,029.000 | 2,469.60
|
RIPRAP FILTER FABRIC | m2 | 1,029.000 | 2,469.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0071 3050.15 | 299.87 | 141.300 | 42,371.63
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 | m3 | 141.300 | 42,371.63
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0072 3051.10 | 1.56 | 9,233.000 | 14,403.48
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | kg | 9,233.000 | 14,403.48
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0073 6000.10 | 2,309.38 | 1.000 | 2,309.38
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 2,309.38
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0074 6000.11 | 2,309.38 | 1.000 | 2,309.38
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 2,309.38
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0075 6005.60 | 296.63 | 16.000 | 4,746.08
|
ELASTOMERIC BEARING | EACH | 16.000 | 4,746.08
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0076 6010.22 | 854.08 | 48.000 | 40,995.84
|
CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 48.000 | 40,995.84
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0077 6010.26 | 554.43 | 103.800 | 57,549.83
|
CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 103.800 | 57,549.83
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0078 6011.11 | 28,217.18 | 1.000 | 28,217.18
|
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 28,217.18
|
AT STA. 22+73.609 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0079 6030.00 | 42,110.92 | 1.000 | 42,110.92
|
PREPARATION OF BRIDGE | EACH | 1.000 | 42,110.92
|
AT STA. 22+73.609 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0080 6081.00 | 36.35 | 29.000 | 1,054.15
|
STRUCTURAL STEEL FOR SUPERSTRUCTURE | kg | 29.000 | 1,054.15
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0081 6105.02 | 27.92 | 988.000 | 27,584.96
|
ROCK RIPRAP, TYPE B | Mg | 988.000 | 27,584.96
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0082 6131.50 | 1.87 | 14,408.000 | 26,942.96
|
EPOXY COATED REINFORCING STEEL | kg | 14,408.000 | 26,942.96
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0083 6139.50 | 30.16 | 50.600 | 1,526.10
|
SUBSURFACE DRAINAGE MATTING | m2 | 50.600 | 1,526.10
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0084 6210.50 | 78.94 | 468.600 | 36,991.28
|
PIPE PILING | m | 468.600 | 36,991.28
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0085 6510.55 | 23,703.92 | 1.000 | 23,703.92
|
TEMPORARY BRIDGE SHORING | LS | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0086 6616.65 | 528.11 | 12.000 | 6,337.32
|
BEARING DEVICE REPLACEMENT | EACH | 12.000 | 6,337.32
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0087 8091.00 | 30.10 | 155.300 | 4,674.53
|
GRANULAR BACKFILL | m3 | 155.300 | 4,674.53
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4002 6952.02 | 19,554.07 | 0.000 | 0.00
|
SHOO-FLY | EACH | 1.000 | 19,554.07
|
BRIDGE 6CO/SA #001 | | 1.000 | 19,554.07
|
| | 1.000 | 19,554.07
|
| | |
|
GROUP 6 BRIDGE AT STA. 22+73.609 | | Contracted | 417,436.35
|
| | Current | 413,286.50
|
| | In place | 40,304.07
|
| | This Estimate | -1,195.93
|
| | |
|
GROUP 6A BRIDGE AT STA. 35+42.651 | | |
|
0088 0020.00 | 0.80 | 500.000 | 400.00
|
TRAINING | HOUR | 500.000 | 400.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0089 0030.60 | 49,000.00 | 1.000 | 49,000.00
|
MOBILIZATION | LS | 1.000 | 49,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0090 1010.01 | 3.91 | 2,365.000 | 9,247.15
|
EXCAVATION (ESTABLISHED QUANTITY) | m3 | 2,365.000 | 9,247.15
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0091 1043.50 | 2.34 | 1,102.000 | 2,578.68
|
RIPRAP FILTER FABRIC | m2 | 1,102.000 | 2,578.68
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0092 3050.15 | 299.87 | 141.600 | 42,461.59
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 | m3 | 141.600 | 42,461.59
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0093 3051.10 | 1.55 | 9,303.000 | 14,419.65
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | kg | 9,303.000 | 14,419.65
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0094 6000.10 | 2,309.38 | 1.000 | 2,309.38
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 2,309.38
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0095 6000.11 | 2,309.38 | 1.000 | 2,309.38
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 2,309.38
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0096 6000.20 | 2,309.38 | 1.000 | 2,309.38
|
PIER NO.1 EXCAVATION | LS | 1.000 | 2,309.38
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0097 6000.21 | 2,309.38 | 1.000 | 2,309.38
|
PIER NO.2 EXCAVATION | LS | 1.000 | 2,309.38
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0098 6005.35 | 163.43 | 29.800 | 4,870.21
|
PRECOMPRESSED POLYURETHANE FOAM JOINT | m | 29.800 | 4,870.21
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0099 6005.60 | 218.96 | 22.000 | 4,817.12
|
ELASTOMERIC BEARING | EACH | 22.000 | 4,817.12
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0100 6010.22 | 484.14 | 100.200 | 48,510.83
|
CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 100.200 | 48,510.83
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0101 6010.26 | 457.82 | 162.900 | 74,578.88
|
CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 162.900 | 74,578.88
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0102 6011.11 | 33,727.68 | 1.000 | 33,727.68
|
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 33,727.68
|
AT STA. 35+42.651 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0103 6030.00 | 46,371.66 | 1.000 | 46,371.66
|
PREPARATION OF BRIDGE | EACH | 1.000 | 46,371.66
|
AT STA. 35+42.651 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0104 6080.00 | 6.42 | 564.000 | 3,620.88
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | kg | 564.000 | 3,620.88
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0105 6081.00 | 6.42 | 94.000 | 603.48
|
STRUCTURAL STEEL FOR SUPERSTRUCTURE | kg | 94.000 | 603.48
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0106 6105.02 | 27.31 | 1,058.000 | 28,893.98
|
ROCK RIPRAP, TYPE B | Mg | 1,058.000 | 28,893.98
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0107 6131.50 | 1.29 | 24,171.000 | 31,180.59
|
EPOXY COATED REINFORCING STEEL | kg | 24,171.000 | 31,180.59
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0108 6139.50 | 30.39 | 48.600 | 1,476.95
|
SUBSURFACE DRAINAGE MATTING | m2 | 48.600 | 1,476.95
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0109 6200.00 | 86.28 | 594.000 | 51,250.32
|
CONCRETE PILING | m | 594.000 | 51,250.32
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0110 6510.55 | 24,995.68 | 1.000 | 24,995.68
|
TEMPORARY BRIDGE SHORING | LS | 1.000 | 24,995.68
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0111 6616.65 | 528.11 | 10.000 | 5,281.10
|
BEARING DEVICE REPLACEMENT | EACH | 10.000 | 5,281.10
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0112 8091.00 | 31.92 | 137.800 | 4,398.58
|
GRANULAR BACKFILL | m3 | 137.800 | 4,398.58
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6A BRIDGE AT STA. 35+42.651 | | Contracted | 491,922.53
|
| | Current | 491,922.53
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6B BRIDGE AT STA. 43+91.371 | | |
|
0113 0020.00 | 0.80 | 500.000 | 400.00
|
TRAINING | HOUR | 500.000 | 400.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0114 0030.60 | 51,000.00 | 1.000 | 51,000.00
|
MOBILIZATION | LS | 1.000 | 51,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0115 1010.01 | 3.87 | 2,385.000 | 9,229.95
|
EXCAVATION (ESTABLISHED QUANTITY) | m3 | 2,385.000 | 9,229.95
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0116 1043.50 | 2.14 | 1,230.000 | 2,632.20
|
RIPRAP FILTER FABRIC | m2 | 1,230.000 | 2,632.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0117 3050.15 | 299.87 | 141.500 | 42,431.61
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 | m3 | 141.500 | 42,431.61
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0118 3051.10 | 2.14 | 9,303.000 | 19,908.42
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | kg | 9,303.000 | 19,908.42
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0119 6000.10 | 2,309.38 | 1.000 | 2,309.38
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 2,309.38
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0120 6000.11 | 2,309.38 | 1.000 | 2,309.38
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 2,309.38
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0121 6000.60 | 2,309.38 | 1.000 | 2,309.38
|
PIER NO.1 EXCAVATION | LS | 1.000 | 2,309.38
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0122 6000.61 | 2,309.38 | 1.000 | 2,309.38
|
PIER NO.2 EXCAVATION | LS | 1.000 | 2,309.38
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0123 6005.35 | 166.04 | 29.800 | 4,947.99
|
PRECOMPRESSED POLYURETHANE FOAM JOINT | m | 29.800 | 4,947.99
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0124 6005.60 | 218.96 | 22.000 | 4,817.12
|
ELASTOMERIC BEARING | EACH | 22.000 | 4,817.12
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0125 6010.22 | 454.39 | 109.800 | 49,892.02
|
CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 109.800 | 49,892.02
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0126 6010.26 | 445.60 | 169.500 | 75,529.20
|
CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 169.500 | 75,529.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0127 6011.11 | 33,727.68 | 1.000 | 33,727.68
|
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 33,727.68
|
AT STA. 43+91.371 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0128 6030.00 | 46,371.66 | 1.000 | 46,371.66
|
PREPARATION OF BRIDGE | EACH | 1.000 | 46,371.66
|
AT STA. 43+91.371 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0129 6080.00 | 16.05 | 652.000 | 10,464.60
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | kg | 652.000 | 10,464.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0130 6081.00 | 12.84 | 94.000 | 1,206.96
|
STRUCTURAL STEEL FOR SUPERSTRUCTURE | kg | 94.000 | 1,206.96
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0131 6105.02 | 27.66 | 1,017.000 | 28,130.22
|
ROCK RIPRAP, TYPE B | Mg | 1,017.000 | 28,130.22
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0132 6105.03 | 32.66 | 164.000 | 5,356.24
|
ROCK RIPRAP, TYPE C | Mg | 164.000 | 5,356.24
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0133 6131.50 | 1.29 | 24,566.000 | 31,690.14
|
EPOXY COATED REINFORCING STEEL | kg | 24,566.000 | 31,690.14
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0134 6139.50 | 30.70 | 49.600 | 1,522.72
|
SUBSURFACE DRAINAGE MATTING | m2 | 49.600 | 1,522.72
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0135 6200.00 | 86.04 | 561.000 | 48,268.44
|
CONCRETE PILING | m | 561.000 | 48,268.44
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0136 6510.55 | 25,086.90 | 1.000 | 25,086.90
|
TEMPORARY BRIDGE SHORING | LS | 1.000 | 25,086.90
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0137 6616.65 | 528.11 | 10.000 | 5,281.10
|
BEARING DEVICE REPLACEMENT | EACH | 10.000 | 5,281.10
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0138 8091.00 | 31.70 | 140.100 | 4,441.17
|
GRANULAR BACKFILL | m3 | 140.100 | 4,441.17
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6B BRIDGE AT STA. 43+91.371 | | Contracted | 511,573.86
|
| | Current | 511,573.86
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6C BRIDGE AT STA. 61+83.515 | | |
|
0139 0020.00 | 0.80 | 500.000 | 400.00
|
TRAINING | HOUR | 500.000 | 400.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0140 0030.60 | 47,000.00 | 1.000 | 47,000.00
|
MOBILIZATION | LS | 1.000 | 47,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0141 1010.01 | 6.89 | 1,340.000 | 9,232.60
|
EXCAVATION (ESTABLISHED QUANTITY) | m3 | 1,340.000 | 9,232.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0142 1043.50 | 3.09 | 718.000 | 2,218.62
|
RIPRAP FILTER FABRIC | m2 | 718.000 | 2,218.62
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0143 3050.15 | 299.87 | 141.400 | 42,401.62
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 | m3 | 141.400 | 42,401.62
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0144 3051.10 | 2.14 | 9,265.000 | 19,827.10
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | kg | 9,265.000 | 19,827.10
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0145 6000.10 | 2,309.38 | 1.000 | 2,309.38
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 2,309.38
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0146 6000.11 | 2,309.38 | 1.000 | 2,309.38
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 2,309.38
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0147 6000.60 | 2,309.38 | 1.000 | 2,309.38
|
PIER NO.1 EXCAVATION | LS | 1.000 | 2,309.38
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0148 6000.61 | 2,309.38 | 1.000 | 2,309.38
|
PIER NO.2 EXCAVATION | LS | 1.000 | 2,309.38
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0149 6005.35 | 168.43 | 28.990 | 4,882.79
|
PRECOMPRESSED POLYURETHANE FOAM JOINT | m | 28.990 | 4,882.79
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0150 6005.60 | 218.96 | 22.000 | 4,817.12
|
ELASTOMERIC BEARING | EACH | 22.000 | 4,817.12
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0151 6010.22 | 446.72 | 131.000 | 58,520.32
|
CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 131.000 | 58,520.32
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0152 6010.26 | 481.34 | 132.800 | 63,921.95
|
CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 132.800 | 63,921.95
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0153 6011.11 | 20,437.00 | 1.000 | 20,437.00
|
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 20,437.00
|
AT STA. 61+83.515 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0154 6030.00 | 49,046.66 | 1.000 | 49,046.66
|
PREPARATION OF BRIDGE | EACH | 1.000 | 49,046.66
|
AT STA. 61+83.515 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0155 6105.02 | 29.75 | 620.000 | 18,445.00
|
ROCK RIPRAP, TYPE B | Mg | 620.000 | 18,445.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0156 6105.03 | 52.54 | 68.000 | 3,572.72
|
ROCK RIPRAP, TYPE C | Mg | 68.000 | 3,572.72
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0157 6131.50 | 1.29 | 21,803.000 | 28,125.87
|
EPOXY COATED REINFORCING STEEL | kg | 21,803.000 | 28,125.87
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0158 6139.50 | 32.22 | 47.000 | 1,514.34
|
SUBSURFACE DRAINAGE MATTING | m2 | 47.000 | 1,514.34
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0159 6210.50 | 71.05 | 753.000 | 53,500.65
|
PIPE PILING | m | 753.000 | 53,500.65
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0160 6510.55 | 24,233.57 | 1.000 | 24,233.57
|
TEMPORARY BRIDGE SHORING | LS | 1.000 | 24,233.57
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0161 6616.65 | 528.11 | 10.000 | 5,281.10
|
BEARING DEVICE REPLACEMENT | EACH | 10.000 | 5,281.10
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0162 8091.00 | 31.66 | 140.500 | 4,448.23
|
GRANULAR BACKFILL | m3 | 140.500 | 4,448.23
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6C BRIDGE AT STA. 61+83.515 | | Contracted | 471,064.78
|
| | Current | 471,064.78
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | |
|
0163 0030.70 | 1,078.46 | 1.000 | 1,078.46
|
MOBILIZATION | LS | 1.000 | 1,078.46
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0164 7001.50 | 524.30 | 4.000 | 2,097.20
|
CULVERT MOUNTED GUARDRAIL POST | EACH | 4.000 | 2,097.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0165 7011.20 | 40.39 | 474.360 | 19,159.40
|
W-BEAM GUARDRAIL | m | 474.360 | 19,159.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0166 7015.00 | 24.61 | 425.000 | 10,459.25
|
CABLE GUARDRAIL | m | 425.000 | 10,459.25
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0167 7019.50 | 15,220.75 | 1.000 | 15,220.75
|
IMPACT ATTENUATOR | EACH | 1.000 | 15,220.75
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0168 7020.00 | 1,016.50 | 15.000 | 15,247.50
|
BRIDGE APPROACH SECTIONS | EACH | 15.000 | 15,247.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0169 7023.00 | 1,605.00 | 4.000 | 6,420.00
|
TERMINAL ANCHORAGE SECTIONS | EACH | 4.000 | 6,420.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0170 7024.27 | 1,471.25 | 25.000 | 36,781.25
|
GUARDRAIL END TREATMENT, TYPE II | EACH | 25.000 | 36,781.25
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | Contracted | 106,463.81
|
| | Current | 106,463.81
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 8B ELECTRICAL | | |
|
0171 A001.12 | 321.00 | 2.000 | 642.00
|
PULL BOX, TYPE PB-5 | EACH | 2.000 | 642.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0172 A009.16 | 2,270.54 | 4.000 | 9,082.16
|
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.20 | EACH | 4.000 | 9,082.16
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0173 A020.10 | 1,284.00 | 1.000 | 1,284.00
|
LIGHTING CONTROL CENTER, TYPE D | EACH | 1.000 | 1,284.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0174 A070.10 | 6.42 | 146.000 | 937.32
|
38 mm CONDUIT IN TRENCH | m | 146.000 | 937.32
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0175 A074.12 | 48.15 | 42.000 | 2,022.30
|
38 mm CONDUIT, JACKED | m | 42.000 | 2,022.30
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0176 A080.22 | 1.61 | 188.000 | 302.68
|
STREET LIGHTING CABLE, NO. 6 BARE | m | 188.000 | 302.68
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0177 A080.24 | 3.21 | 376.000 | 1,206.96
|
STREET LIGHTING CABLE, NO. 6 USE | m | 376.000 | 1,206.96
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0178 0030.81 | 1,337.50 | 1.000 | 1,337.50
|
MOBILIZATION | LS | 1.000 | 1,337.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 8B ELECTRICAL | | Contracted | 16,814.92
|
| | Current | 16,814.92
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | |
|
0179 L001.01 | 1,543.49 | 3.000 | 4,630.47
|
SEEDING, TYPE A | ha | 3.000 | 4,630.47
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0180 L001.02 | 976.40 | 1.000 | 976.40
|
SEEDING, TYPE B | ha | 1.000 | 976.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0181 L032.75 | 74.90 | 18.000 | 1,348.20
|
MULCH | Mg | 18.000 | 1,348.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0182 0002.55 | 24.08 | 289.860 | 6,979.83
|
OVERLAY BROKEN LINES | StaM | 289.860 | 6,979.83
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0183 0002.60 | 24.08 | 579.720 | 13,959.66
|
OVERLAY SOLID LINES | StaM | 579.720 | 13,959.66
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0184 0030.90 | 25,980.67 | 1.000 | 25,980.67
|
MOBILIZATION | LS | 1.000 | 25,980.67
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0185 2001.03 | 26.12 | 56.000 | 1,462.72
|
GRAVEL SURFACE COURSE | Mg | 56.000 | 1,462.72
|
| | 52.000 | 1,358.24
|
| | 52.000 | 1,358.24
|
| | |
|
0186 2021.00 | 53.50 | 13.000 | 695.50
|
MAILBOX POST | EACH | 13.000 | 695.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0187 3040.12 | 151.57 | 50.100 | 7,593.66
|
CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH | m2 | 50.100 | 7,593.66
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0188 3040.13 | 139.80 | 114.300 | 15,979.14
|
CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH | m2 | 114.300 | 15,979.14
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0189 3221.05 | 123.16 | 413.900 | 50,975.92
|
CONCRETE PAVEMENT, CLASS PR-25 | m2 | 413.900 | 50,975.92
|
JOINT REPAIR | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0190 9000.75 | 14.23 | 100.000 | 1,423.00
|
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE | Mg | 100.000 | 1,423.00
|
SPS | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0191 9005.00 | 39.22 | 300.000 | 11,766.00
|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | Mg | 300.000 | 11,766.00
|
SP4(12.5) | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0192 9005.23 | 19.25 | 7,490.000 | 144,182.50
|
ASPHALTIC CONCRETE, TYPE SPS | Mg | 7,490.000 | 144,182.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0193 9005.45 | 23.01 | 19,950.000 | 459,049.50
|
ASPHALTIC CONCRETE, TYPE SP4(12.5) | Mg | 19,950.000 | 459,049.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0194 9009.00 | 3.21 | 3,910.000 | 12,551.10
|
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS | m2 | 3,910.000 | 12,551.10
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0195 9020.92 | 212.93 | 5.400 | 1,149.82
|
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING | Mg | 5.400 | 1,149.82
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0196 9021.01 | 212.93 | 1,093.500 | 232,838.96
|
PERFORMANCE GRADED BINDER (64-22) | Mg | 1,093.500 | 232,838.96
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0197 9021.03 | 212.93 | 404.460 | 86,121.67
|
PERFORMANCE GRADED BINDER (58-28) | Mg | 404.460 | 86,121.67
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0198 9034.00 | 3.21 | 614.000 | 1,970.94
|
PREPARATION OF INTERSECTIONS AND DRIVEWAYS | m2 | 614.000 | 1,970.94
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0199 9053.00 | 0.24 | 93,760.000 | 22,502.40
|
TACK COAT | L | 93,760.000 | 22,502.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0200 9111.00 | 2.85 | 614.000 | 1,749.90
|
WATER | kL | 614.000 | 1,749.90
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0201 9170.00 | 168.92 | 181.870 | 30,721.48
|
EARTH SHOULDER CONSTRUCTION | StaM | 181.870 | 30,721.48
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0202 9173.00 | 1,086.39 | 5.680 | 6,170.70
|
SUBGRADE PREPARATION | StaM | 5.680 | 6,170.70
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0203 9173.20 | 3.48 | 508.000 | 1,767.84
|
SUBGRADE PREPARATION | m2 | 508.000 | 1,767.84
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0204 9179.23 | 552.12 | 93.721 | 51,745.24
|
COLD MILLING, CLASS 3 | StaM | 93.721 | 51,745.24
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0205 9188.50 | 16.75 | 2,908.000 | 48,709.00
|
SURFACING UNDER GUARDRAIL | m2 | 2,908.000 | 48,709.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0206 9300.52 | 3,210.00 | 1.000 | 3,210.00
|
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | LS | 1.000 | 3,210.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | Contracted | 1,248,212.21
|
| | Current | 1,248,212.21
|
| | In place | 1,358.24
|
| | This Estimate | 1,358.24
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0207 0001.08 | 0.50 | 26,000.000 | 13,000.00
|
BARRICADE, TYPE II | BDAY | 26,000.000 | 13,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0208 0001.10 | 2.14 | 5,978.000 | 12,792.92
|
BARRICADE, TYPE III | BDAY | 5,978.000 | 12,792.92
|
| | 375.000 | 802.50
|
| | 154.000 | 329.56
|
| | |
|
0209 0001.75 | 5.35 | 560.000 | 2,996.00
|
TEMPORARY SIGN DAY | EACH | 560.000 | 2,996.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0210 0001.90 | 0.27 | 38,544.000 | 10,406.88
|
SIGN DAY | EACH | 38,544.000 | 10,406.88
|
| | 646.000 | 174.42
|
| | 297.000 | 80.19
|
| | |
|
0211 0002.30 | 2.14 | 700.000 | 1,498.00
|
PAVEMENT MARKING REMOVAL | m | 700.000 | 1,498.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0212 0002.44 | 1.07 | 10,000.000 | 10,700.00
|
TEMPORARY PAVEMENT MARKING, TYPE PAINT | m | 10,000.000 | 10,700.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0213 0002.47 | 0.27 | 700.000 | 189.00
|
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION | m | 700.000 | 189.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0214 0003.10 | 274.39 | 80.000 | 21,951.20
|
FLAGGING | DAY | 80.000 | 21,951.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0215 0003.20 | 399.11 | 30.000 | 11,973.30
|
FURNISHING AND OPERATING PILOT VEHICLE | DAY | 30.000 | 11,973.30
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0216 0003.51 | 25.68 | 374.000 | 9,604.32
|
INSTALL CONCRETE PROTECTION BARRIER | m | 209.000 | 5,367.12
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0217 0003.56 | 10.16 | 1,026.000 | 10,424.16
|
RELOCATE CONCRETE PROTECTION BARRIER | m | 861.000 | 8,747.76
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0218 0003.75 | 11,235.00 | 4.000 | 44,940.00
|
TEMPORARY TRAFFIC SIGNAL | EACH | 3.000 | 33,705.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0219 0010.04 | 4,012.50 | 1.000 | 4,012.50
|
FIELD OFFICE | EACH | 1.000 | 4,012.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0220 0030.00 | 10,225.56 | 1.000 | 10,225.56
|
MOBILIZATION | LS | 1.000 | 10,225.56
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0221 9110.01 | 82.71 | 40.000 | 3,308.40
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 40.000 | 3,308.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0222 9110.02 | 71.33 | 30.000 | 2,139.90
|
RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 30.000 | 2,139.90
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0223 9110.03 | 55.96 | 40.000 | 2,238.40
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 40.000 | 2,238.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0224 9110.07 | 40.13 | 40.000 | 1,605.20
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 40.000 | 1,605.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4000 0025.10 | 4,264.05 | 0.000 | 0.00
|
VALUE ENGINEERING ADJUSTMENT | LS | 1.000 | 4,264.05
|
SHOOFLY CONSTRUCTION - BRIDGE 6CO/SA #001 | | 1.000 | 4,264.05
|
| | 1.000 | 4,264.05
|
| | |
|
4001 6952.02 | 14,104.57 | 0.000 | 0.00
|
SHOO-FLY | EACH | 1.000 | 14,104.57
|
BRIDGE 6 - CATAGORY 0101CO/SA #001 | | 1.000 | 14,104.57
|
| | 1.000 | 14,104.57
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 174,005.74
|
| | Current | 175,225.76
|
| | In place | 19,345.54
|
| | This Estimate | 18,778.37
|
| | |
|
Totals for contract | | Contracted | 4,244,619.96
|
---|
| | Current | 4,240,355.91
|
---|
| | In place | 76,226.74
|
---|
| | This Estimate | 33,911.86
|
---|