PROVN OF HARDSTANDING WITH INTERLOCKING TILES FOR CONVOY GROUND AT LAIPULI UNDER GE DINJAN

Amount

Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft/ loose soil complete all as specified and as directed.

Removing excavated material (soils) exceeding 50 m but not exceeding 250 m and depositing where directed at a level n exc. 1.5 m above the starting point

M & L for Rolling and consolidating formation surfaces in cutting with power roller 8 to 12 tonne complete all as specified and as directed.

M& L for soling (sub base) 150 mm spread thickness with broken boulders or quarried stones(size 50m to 100mm) ( granite, trap or basalt), interstices filled, surface formed and rolled and consolidated with power roller 8 to 12 tonne to required gradient and camber complete all as specified and as directed.

M & L for 7.5 cm thick (compacted thickness) WBM, with coarse aggregates of lime stone, sand stone, flint or quartzite of grading 2 (63 to 45 mm size) or of grading 3 (53 to 22.4 mm size), spread, rolled and compacted to required gradient and camber with three wheel-power roller of 80 to 100 kN capacity or an equivalent vibratory roller complete all as specified and as directed.

Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M35 grade conforming to IS 15658-2006 made by block making machine with strong vibratory compaction, of approved size, design & shape, cast in rubber mould, glossy finish of approved colour, laid in required colour and pattern over and including 25 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.

M & L for cement concrete M15 (Nominal Mix) using 20 mm nominal size graded crushed stone aggregate as in floor 40 mm thick finished even and fair complete all as specified and directed.

M & L for continuous brick edging using old size bricks; with width equal to the width of the brick; laid dry on end vertically complete all as specified and as directed.

M & L for cement concrete M15 (Nominal Mix) using 40 mm nominal size graded crushed stone aggregate in lintels upto 1.5 m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs, slab staging for water tanks, filling of pressed steel door frame, fixing of hold fasts and the like including weathering, slightly rounded or chamfered angles and throating including necessary formworks complete all as specified and directed by Engineer-in-charge.

Bringing approved earth (as approved by Garrison Engineer) from sources outside defence land including cost of land, royality if any, transportation, taxes etc for filling including raising earth spreading in layers not exc 30 cm thick in each layer watering,compection with 8 to 12 tone power roller and finished to required size and shape etc any high/depth from existing ground level complete all as specification and as directed. Note :(i). Earth required for the item, shall be supplied by contractor, from out side MOD land at his own arrangment. (ii). All cost of procurment of earth including cost of transportation, royalties, taxes etc. shall be deemed to be included in the unit rate quoted by the contractor.(iii). With referance to clause 3.6 of MES SSR Part-II (2020) on serial page No. 21 it is clarified that measurement of the above item shall be of finished embarkment/treverse of filled earth after consolidation and 10% deduction shall be made from measured and calculated volume to allow for increase in bulk.

M/S Build Tech

M H KHAN

M/S N K SAI TRADING

M/s GANDHESWAR PHUKAN

R.D.CONSTRUCTION

STANDARD ELECTRIC WINDERS

NChetia and Sons Trading