Survey Demarcation and stacking out of points and erection of RCC cast-in-situ Boundary pillars for Forest Boundary for a length of 43.40 KM in GNI.

b) Erection of cast-in site RCC pillars/post of mix 1:1:5:3 & size 45 cm X20cm X120cm ( above ground level) (as per detail drawing enclosed) in the marked location along the boundary at interval of 20 mtr or part thereof by making foundation trench of size 120cmx95cmX110 cm and laying of stone soiling ( 90cmX65cm) PCC 1:4:8 (1 Cement : 4 sand, 8 graded stone aggregate 40 mm Nominal sized derived from natural source) 10 cm thick over stone soiling 90 cmx65cm) casting of RCC 1:1:5:3 footing and pillars as per the detailed drawing filling of foundation trench with available earth and disposal of surplus excavated earth within a lead of 50 mtr including Centering and shuttering for all items complete. Steel reinforcement for RCC work including Straightening, cutting, bending, placing in position and binding all complete with TMT bars of grade Fe-500 D or more by providing 10mm dia bars in footing (single mesh)@ 200 mm c/c both ways, 06 Nos. 10mm dia bars in pillars, 8 mm dia stirrups @125mm c/c. Plastering of RCC Pillars above ground level with 6 mm cement plaster of mix 1:3 (1 Cement :3 Fine sand). Painting of RCC pillars above ground level with two or more coats including priming coat of exterior primer with alkali & fungal resistance, dirt resistance exterior premium acrylic emulsion paint with silicon additive, writing/imprint of latitude & longitude co-ordinates on 03 sides of RCC pillar with premium acrylic smooth exterior paint with silicon additives.

Providing tent stops at various location wherever required for carrying out the work etc all complete as per the direction of Engineer-in-charge. All operation to be carried out as per detailed sectional drawing enclosed for RCC pillar and as per details specified in the Description/Scope of work including all deliverables to be performed etc. all complete including carriage of material by Mechanical Transport and Head load according to site condition as per the direction of Engineer-in-charge.