6-Interlocking construction work in Kastoorba Gandhi balika wasiye Vidyalya, Khatai.

Earth work in cutting or in embankment in ordinary soil, excavation to be in the regular pits not exceeding 0 5m in depth and earth work in embankment to be in 20cm layers, including ramming and dessing the surface to requied levels & slopes& also inclulding 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 engineer encharge as per SI No-253

Cement Concrete in 1.6 12 with Cement,C/Sand 2.25 F.M and 4cm gauge stone ballast in foundation & under floor i/c all etc. complete in all respects as per SI No 281 (a)+new (rate as per SOR. Rampur Circle)

M150 class B/W in 14 with cement and C/sand 1.25 Fm mortar in plinth & foundation 1/c all complete As Chapter 6 51. No305

12 mm thick plaster with one part cement and four part of C/ sand

Cement Concrete in 1:24 with cement, coarse sand and 20mm gauge S/Grit i/c all etc complete as per S1 No. 279 (A)

Supply & Fixing of 80 mm thick Precast cement concrete I-Shaped ISI Marked M-30 interlocking tiles block with 4 cm thick layer of fine sand i/e cost of materials, labour, T & Petc required for proper completion of the work as per Chapter no. 23, 51 No. 5(1)

Supply & fixing of Sign Board and Photography s/c all etc. complete

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