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| 1 | Cutting of shrubs from the road way or with in Row and disposal of the srubs to the suitable location as per technical specification clause 1914 and as per direction of Engineer-in-Charge. including carriage of materials within all leads, lifts and other incidentals. The rate including octroi, royality, Malkana, toll tax, sale tax,GST or other taxes imposed by the Government |
| 2 | Making up loss of material / irregularities on shoulders to the design level by adding fresh approved selected soil and compacting in with appropriate equipement at OMC upto a lead of 1000m as per technical specification clause 1903, as per direction of Engineer-in-Charge. including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government. |
| 3 | Construction of unlined surface drain of average cross-sectional area 0.40 sqm (zero point four zero) square metre in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307. Excavated material to be used in embankment at site, as per direction of Engineer-in-Charge. including carriage of materials within all leads, lifts and other incidentals. The rate including octroi, royality, Malkana, toll tax, sale tax,GSTor other taxes imposed by the Government |
| 4 | Excavation in foundation, trenches etc. by mechanical means (Hydraulic excavator)/ manual means in earth work in all classification of soil such as pick work, jumper work, pick jumper work, blasting work, jumper blasting work, soft and hard blasting and saturated soil, de-watering, including wedging out rocks where blasting work is prohibited, chiseling or any other mixed variety of soil, including shoring, shuttering and pumping out water upto any depth or any quontam of water including slush which may be arise during de-watering removal of slush and stacking the serviceable and un-serviceable material clear from the edge of excavation as direction of Engineer-In-Charge and retuning the stacked soil in 15cm (Fifteen centimeter) layers, when required into plinths, sides of foundation etc; consolidating each deposited layer by ramming, watering and then disposing of all excavated earth as directed by the Engineer-in-Charge, within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge. The rates inclusive of octori, royality, Malkhana, toll taxes, GST and any other taxes imposed by the Government. |
| 5 | Providing and laying mechanically mixed and vibrated plain cement concrete pavement work Grade M-20 (Twenty) design mix to obtain the minimum compressive strength of 20 N/mm2 (twenty newton) per square millimeter) with cement contents not less than 320 kg (three hundredtwenty Killogramme) per cubic meter and curing complete excluding the cost of form work and cement concrete work in open foundation to give smooth surface mechanically mixed and vibrated including curring completel within all leads lifts and other incidentals as per approved specification drawing , design and as directed by the Engineer in charge within all leads lifts and other incidentals. The rate inclusive of Malkhana, Royality, Octroi, toll tax,sale tax ,GST and any taxes imposed by the Government. |
| 6 | Providing and laying mechanically mixed and vibrated plain cement concrete 1:4:8 (one cement isto four sand isto eight graded crushed stone aggregate 40mm (Forty millimeter) nominal size) and curing complete, in or under water, including pumping or bailing out water/dewatering, removal of slush which may arise at the time of laying under water complete excluding the cost of form work in foundation and plinth in all depths/heights as per HPPWD specifications and as directed by the Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals. The rate is including Royality, Malkhana, Octroi, Toll Tax, Sale Tax, GST and any other taxes imposed by the Government. |
| 7 | Providing and laying 80mm ( eighty milimetres) thick inter locking paver blocks heavy duty precast cement concrete of NTC or as approved by the HPPWD inter locking paver blocks vibro compacted upto M-50 (M-Fifty) grade including border or kurb block Grey or coloured over sub-base of concrete withn 25mm (Twenty five milimetres) thick average thickness of cement mortar 1:4 (One cement : Four sand) laid over and jointed with neat cement slurry mixed with pigment to match the shade of blocks including curing rubbing and polishing complete (sub-base concrete floor to be paid for separately) as per specification, approved drawing, design, as per the entire satisfaction and direction of the Engineer-In-Charge including carriage of material within all leads, lifts and other incidentals. The rate is inclusive of octroi, royality, malkana and all type of taxes imposed by the Government. Please Enable Macros to View BoQ information |
