S/R to R.I. Office Sabarang for the Year 2025-26

Dismantling G.C.I., or A.C. sheet roofing after carefully removing the bolts and nuts including stacking of the materials for reuse and removing the debris within 50 meter lead.as per specification and direction of the Engineer-In-charge. .

Dismantling brickwork, stone masonry in Cement mortar under 3meter height including stacking the useful material for reuse and removing the debris within 50 meter lead.as per specification and direction of the Engineer-In-charge. .

Dismantling and removing R.C.C. Columns, beams,slab, staircase landing lintels includingstacking the useful material for reuse and removing the debris within 50 meter lead.as per specification and direction of the Engineer-In-charge. .

Earth work in excavation in all kinds of soil including hard moorum, stoney earth mixed with boulders except sheet rocks and boulders requiring blasting with all leads and lifts including dressing and levelling the bed and depositing the excavated earth at places away from work site with all leads and lifts including cost of all labour required for the work etc. complete as per specification and direction of the Engineer-In-charge.

Filling with sand well watered and compacted with appropriate rammer or mechanical compactor and top surface dressed and levelled to proper gradient as per direction of the Engineer-in-charge including watering and ramming with cost conveyance, royalities, taxes of all materials and labour with required for the work etc. complete as per specification and direction of the Engineer-In-charge.

Cement concrete of proportion 1:3:6 in foundation using 4cm size black broken granite stone aggregates of approved quality and from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15cm 6" thick to the required level ramming, watering, curing etc. complete including cost and conveyance royality taxes of all materials and labour with required for the work as per specification and direction of the Engineer-In-charge.

Fly Ash Brick masonary brick size of 25x12x8cm having crushing srength not less than 75kg per cm2 with dimension tolerance 8percent in C.M. 1:6 in foundation and plinth including cost, conveyance, royalty and taxes of all materials, labour etc. complete including watering and curing for required period as per specification and direction of the Engineer-In-charge.

RCC work of M-20 grade Column base having a minimum compreshive srength 150kg per cm2 in 150mm cubes at 28 days curing after mixing and test conducted in accordance with I.S 456 and I.S 516 using black hard crusher broken granaite chipsof 20mm and down-grade size not exceeding 25percent of approved quality including hoisting and laying placing in position concrete watering and curing for 28 days including cost of rigid and smooth stool centering and shuttering with C.M plaster 1:2 at no extra cost where necessery and cost, conveyance, royality and taxes of all materials labour required for the work etc. complete but excluding cost of M.S. Rod or Tor steel and binding and tying the grills and placing in position etc.complete. The materials used in the work and finished item of work shall confirm to relevant I.S specification and as per specification and direction of the Engineer-In-charge. The testing charges will be borne by the contractor

Column

Plinth beam

Providing HYSD bar reinforcement Fe 415 MS round bars required for R.C.C. works including cost and conveyance of tested M.S. or T.S. rods and binding wire of 18 to20 gauge, including labour charges for straightening , cutting,bending,binding,and welding if required and tying the grills and placing in proper position as required incase of availability of rods in Departmental store,the same can be supplied to the contractor at prevailing stock issue rate of grade S 240 and S 415 confirming to IS 432 and IS 1786 respectively with approved design etc complete as per Specification and direction of Engineer-In - charge.