GRAM PANCHAYAT DIGHIYA VIKAS KHAND-AHIRORI ME SHRI SANTRAM KE MAKAN SE PRIMARY PATHSHALA DIGHIYA TAK ME INTERLOCKING NIRMAN KARYA

E/w in excavation in foundation in ordinary soil including lead up to 30.00 m and lift 1.50m and all labour material and T&P etc. as per SI. No. 251

E/w in cutting and embankment in ordinary soil E/W excavation to be done in regular pits not exceeding 1/2 metre depth and earthwork in filling to be in 20 cm. layer including ramming , dressing the surface to be required and also including lead up to 30.00 m and lift 1.50m and all labour material and T&P etc. as per SI. No. 253

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Cement concrete with 40 mm guage brick ballast, fine sand of 1.25 F.M. and cement in proportion of 12:6:1 in foundation and under C.C. including supply of all material , labour and T&P etc required for proper completion of word as per SI. No. 273.

M-150 class brick work in 1:4 cement & coarse sand mortar in foundation up to plinth as per SI. No. 305(b)

12 mm thick cement plaster in 1:4 cement & coarse sand mortar of 1.25 F.M as per ch 13 S.no. 10 Sch no. 584

P/L 30 MPA 80 mm thick interlocking tiles i/c all completion of work

Plane cement concrete with 2 cm. guage approved stone ballst approved coarse sand and cement to the proportion of 1:2:4 including all labour material and T&P complete etc. as per S.I.No. 279 (b)

S/F of Information/Sign Board at Site

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