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| 1 | Excavation in hilly area in all heights and depths in all kind of soil by manual/ mechanical means including saturated soil comprising of ordinary soil, soft rock, hard rocks chiseling/ wedging out of rock(where blasting is prohibited )and their intermediate classification of soil, setting out true to the required line , grades width cutting and trimming of side slopes and level as shown on the drawing and as directed by the Engineer-in- Charge at site according to the M.O.R.D technical specification clause 1603.1 and 1603.2 and sorting out useful material and stacking the same in all leads and lifts in acquired width of the road and transportation of un useful material for filling in road ways, camber, embankments for grade improvements and disposal of all un-useful surplus material to required width of the road or on approved dumping sites by Engineer-in- Charge through all modes of transportation including head load or animal transport or mechanical means along with its levelling fine dressing and carriage of machineries , materials , tools ,equipment and safety measures and incidentals . Any loss to the public / private property during the course of execution shall be the absolute responsibility of the contractor which shall have to be duly compensated by him in all cases as per direction of the Engineer-in- Charge including entire carriage of materials within all leads and lifts . The rates are inclusive octroi , royality , Malkana, toll tax, GST or other taxes imposed by the Government. |
| 2 | Earth work in excavation for all type of road structure such as retaining walls ,breast walls, culverts, drains and parapets etcetera in all type of classification of soil comprising of ordinary soil . ordinary rock, hard rock, chiseling/ wedging out of rock (where blasting is prohibited ) as per drawings and M.O.R.D technical specification clause 305-1 and as per direction of the Engineer-in- Charge including setting out, construction of shoring and bracing removal of stumps and other deleterious materials and disposal of materials upto any leads and lifts including dressing of sides and bottom and back filling in trenches with excavated suitable approved material to the original surface in layers not exceeding 150mm(one hundred fifty millimetre) compacted thickness including shoring and strutting and pumping and bailing out water ( surface and sub soil water) upto any depth and any quantum of water including cleaning of slush which may arise out during dewatering as per the direction of the Engineer-in- Charge including carriage of materials within all leads and lifts and other incidentals . The rates are inclusive octroi , royality , Malkana, toll tax, GST or other taxes imposed by the Government. |
| 3 | Providing and laying cement concrete 1:5:10 mechanically mixed (one cement : Five sand : ten graded crushed / broken stone aggregate 40mm (forty millimetre nominal size) and curing complete including the cost of form work with M.S plates for plain concrete on ground or under water and curing complete including pumping or bailing out water, dewatering removal of slush as required at site which may arise at the time of laying under water complete for all heights and depths. In retaining walls / breast walls as per drawing and technical specifications clause 802,803,1202and 1203 and as per direction of Engineer-in- Charge including entire carriage of material with in all leads and lifts and other incidentals . The rates are inclusive octroi , royality , Malkana, toll tax, GST or other taxes imposed by the Government . |
| 4 | Back filling behind abutment wing wall and return wall with granular material complete as per drawing and technical specification clause 1204.3.8 including carriage of material within all leads and lifts and other incidentals. The rates are inclusive octroi , royality , Malkana, toll tax, , GST or other taxes imposed by the Government. |
| 5 | Providing weep holes in brick masonry / stone masonry /plain and reinforced concrete abutment , wing wall ,return wall ,retaining and breast wall with 110mm (one hundred ten millimetre) dia PVC pipe (D-plast)/ Finolex/ Supreme having working pressure not less than 4 kg per centimeter square (Four Kilogram per centimeter square ) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clause 614, 709, 1204.3.7 as per direction of Engineer-in- Charge including entire carriage of material within all leads and lifts and other incidentals The rates are inclusive octroi , royality , Malkana, toll tax, GST or other taxes imposed by the Government. Please Enable Macros to View BoQ information |
