Interlocking work on the road from the village to the primary school in village Guleli. (MLAY-Majhgawan)

BOQ

Excavation in foundation in ordinary soil, loame, clay or sand including lift upto 1.5 m & Iead upto 30m Including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30m from the foundation trenches. (Excluding Royalty). As per SI No. 251

Earth work in cutting or in embankment in ordinary soil, excavation to be in the regular pits not exceeding 0.5m in depth and earthwork in embankment to be in 20cm. layers, including ramming and dessing the surface to required levels & slopes & also including 1.5 lift & 30m. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. Distance as directed by the enginee incharge (Excluding Royalty).As per SI No. 253

Concrete with 4cm(1½"). Gauge brick ballast, fine sand of 1.25 fineness modulous and cement in proportion of 12:6:1 in foundation and under floor, including supply of all material Iabour and T&P etc.required for proper completion of the work. Sl no 273

First class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. SL no 305

Providing and laying spreading Granular Sub Base (Mix in place) on a prepare grading mixing in place with rotavator and compacting with the road roller at OMC achieve the desire unconfied compressive strength and to form a material,complete as per Technical Specification Clause 401 (A).

Providing and laying of factory made 80 mm thick Interlocking cement concrete tiles (30mpa) including 25mm thick compacted bed of fine sand compacting and proper embedding/ laying of Interlocking tiles leveling and dressing of surface to required level and slope, filling joints with fine sand including the cost of material, labour T&P etc.required for proper completion of work as directed by Engineer-in-Charge. Chap-20 item 1

Cement concrete with 2 cm gauge approved stone, ballast, approved coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. As per sl 279 (i)

12mm thick plasters 1:4 with cement,coarse sand all complete as s.i.no.584(1)

Supply and fixing of innaugration Sign Board