Construction of Boundary wall at Nimapada Model Haat Nimapada .

Construction of Boundary Wall at Nimapara Model Haat under RMC, Nimapara Earth work in excavation of foundation trenches in hard soil soil including moorum, stony earth and earth mixed with boulders except sheet rock and boulders required depth and depositing the excavated materials away from the work site with all leads and lifts including shoring shuttering & dewatering (if required) with cost of labour hire & running charges of water pumps sundries & T & P required for the work complete as directed by the Engineer in charge.

Supplying and filling plinth with sand well watered and rammed in layers not exceeding 23 cm in depth with all lead and lift including cost, conveyance, loading, unloading, royalities and taxes of all materials cost of all labour sundries T&P required for the work etc complete in all respect as directed by the engineer in charge. (Measurement will be taken on finished compacted section only.)

Filling foundation trenches and plinth with excavated earth including watering ramming and compacting in layers not exceeding 150mm thick including labour sundries T&P etc complete and as per direction of engineer -in- charge.

Providing and laying PCC (1:3:6) in foundation & plinth using 40mm size crusher broken HG metal of approved quality from approved quarry including hoisting, Lowering and laying concrete to the required level ramming, watering & curing etc complete including cost conveyance of all materials with all taxes and royalties all labour with sundries T&P including hire and running charges of machineries required for the work etc complete in all respect and as per the direction of Engineer-in-charge.

Providing Fly Ash brick masonry work in Super Structure upto 3 meter height with fly ash bricks 25cm x12 cm x8 cm tolerance of ± 2% size bricks having crushing strength not less than 75 kg/cm2 with cement mortar 1 cement: 6 sands with all necessary projection, splay cutting, circular moulding, corbelling, etc., including cost of all materials, labour, conveyance, loading ,and unloadining, taxes, royalties, scaffolding, watering, curing, sundries, tools and plants, etc., as per the direction of the Engineer-in-charge.

Providing, lifting, hoisting and laying Reinforced Cement Concrete of M-20 grade in Column base, Column Footings, Raft Foundation,Stem of the Columns, beams, chaujja, fin, lintel, stair case, jali , shelves and slab etc as per approved designs and drawings having a minimum compressive strength ( in work test) 20N. / Square mm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 456 and I.S. 516 using screened & washed sharp river sand for mortar and 10 mm. to 20 mm. size black hard crusher broken granite stone chips of approved quality from approved quarry, washed and cleaned to be mixed in concrete mixture with approved quality of cement including hoisting, lowering, laying and compacting concrete by using vibrators, watering and curing for 28 days including, centering and shuttering then after dismantling and removing the debrises away from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost etc. complete as per direction of Engineer-in-charge. (A) COLUMN AND BEAM (UPTO 3 MTR.)

(C) PLINTH BAND

(D) COLUMN BASE

Cutting,Straightening coiled or bent up M.S plain HYSD/TMT reinforcement bars welding or jointing if necessary bending,binding,tying the grills as required for R.C.C works,providing fan hooks where necessary and hoisting, lowering and placing in proper position according to approved designs and drawings including cost, conveyance,loading, unloading & taxes of M.S plain/HYSD/TMT reinforcement bars and binding wires of 18 to 20 gaugo required for the work and cost of all labour, sundries, T&P and scaffolding complete in all respect as directed by the Engineer in charge (payment will be made according to the actual weight of M.S plain/HYSD/TMT reinforcement bars consumed in the work only.

Providing 16 mm. thick cement plaster in all floors at all height with cement mortar of mix (1:6) with cement and screened & washed sharp sand for mortar and finished smooth to the rough surface of the brick masonry wall after racking out joints (along with providing grooves wherever necessary) including watering and curing rounding of corner etc. complete with cost, conveyance, loading, unloading, royalties and taxes of all materials, cost all labour, T & P, sundries and scaffolding required for the work etc as directed by the Engineer in charge. (A) UPTO 3 METER HEIGHT