WORK NO- 02 GRAM SURANA ME JAGPAL KE MAKAN SE NARESH KE PLAT TAK INTERLOCKING VA NALI NIRMAN KARYA

Dismantling of old brick laid on edgekharanja including stacking of old bricks. SI 17.17 New item

E/W in excavation foundation in ordinary soil loam, clay or sand including lift upto 1.50 m. & lead upto 30m including filling watering & ramming of excavated earth into the trenches or in to th plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30m from the foundation trenches. Clause MODE 302

Earth work in cutting or in in oridinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth including remming and dressing the surface to required levels and slops and also including 1.50 M. lift and 12 km Lead . The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30 M. as directed by Engineer in charge including royality as per Clause MODE 302.+261.

Brick soling with straight over brunt brick laid flat and dry (labour only) including prepation of subgrade to prescribed camber,filling joints with local earth spreading ablinding coat 1cm depth of local earthover the entire surface. Com as per SI 785

Construction Of Granular Sub Base By Providing well Graded Material Spreading In Uniform Layers With Tractor mount Grader On Prepared Surface, Mixing by Mix In Place Method Tractor With Rotavator at OMC, and Compacting With Three wheel 80-100 KN Static Roller To Achieve The Desire Density, Complete as per Clause 401. As per MORD Analysis.

M-150 Brick work with 1:4 cement & coarse sand mortor in foundation and plinth including supply of all material, labour T&P etc . required for proper completion of work . as per Clause MODE 600&1200II

12 mm thick plaster over wall of 1:4 cement & coarse sand mortar including supply of all materials, labour and t&p etc. as per Clause MODE 600

Supply of 80 mm thick precast cement concrete I shape / Zigzag interlocking paver blocks confirming to IS Code: 15658-2006 with top layer of minimum 8mm thickness having plan dimension 200mm x(160mm+120mm) with minimum 5mm thick topping of O.P. cement, smooth high gloss finish, skid resistant, manufatured from rubber molds vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 30 Mpa (M- 30) and weight 5.00 Kg per No. directed by the Engineer-in-incharge. 1504 Grey colour

P/Laying of cement concrete with 20 mm gauge stone ballast, coarse sand & cement in the proportion of 1:2:4 including supply of all materials, labour. Tools& plants etc. required for proper completion of work. As per Clause MODE 800II

RCC Work With cement, approved coarse sand & 2cm gauge approved stone grit in proportions of 1:2:4 in Slab,Sunshade the rate excluding making of drip course which shall be paid extra.MODE 800