|
Product Detail :
|
Construction of Nos F type Staff Quarters (S+) for Court Building at Nimapara ,2.0 ,Supplying and filling in foundation trenches and plinth, ditches with sand well watered and rammed in layers not exceeding 23 cm. In depth with all lead and lift including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as per specification and direction of Engineer-in-charge. ,Ground Floor ,Diluting and injecting chemical emulsion (to be supplied free of cost at site of work) for PRE CONSTRUCTIONAL Anti-termite treatment and creating a continuous chemical barrier under and all-round the column pits, wall trenches, basement excavation, top perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surroundings of pipes and conduits etc. complete in all respect as per specifications and direction of Engineer-in-Charge. . ,Providing and lying plain cement concrete of proportion (136) in foundation and floors using Portland Slag Cement (PSC) with 12mm. Size black hard crusher broken granite stone metal and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm thick in each layer including cost, conveyance, loading, unloading, royalties and taxes all materials and cost all labours, sundries, T & P required for the work including shoring, shuttering and dewatering if required including hire & running charges of water pump complete as per specification and direction of Engineer-in-charge. ,Single under reamed 300mm dia pile foundation 10mtr depth with RCC M25 using 12mm size black hard granite crusher broken chips including cost of borring but excluding cost of TMT / Tor steel and labour charges for cutting, bending and binding of steel.complete in all respect and as per direction of Engineer-in-Charge. ,Pile ,Providing, lifting, hoisting and laying Reinforced cement concrete of M-30 grade as per approved designs and drawings having a minimum compressive strength (in work test) 250 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position etc complete in all respect and as per direction of Engineer-in-Charge. ,a)Pile cap ,b)Column up to Pl Lvl - ,c)Tie/Plinth Beam - ,d)Column up to roof lvl - ,e) Lintel - ,g)Roof Beam - ,h)Roof Slab - ,i)Stair case - ,First Floor ,a)Column up to roof lvl - ,b)Lintel - ,c)Chajja- ,d)Roof Beam - ,e)Roof Slab - ,f)Stair case - ,Second Floor ,Terrace Floor ,Supplying Cutting, straightening coiled or bent up M.S. Rod or tor steel of primary steel producers such as SAIL / TATA / RINL / JINDAL STEEL / SHYAM STEEL (grade Fe-500D) etc. including bending, binding, welding and jointing if necessary and tying the grills and placing in position as required for R.C.C. Work and for providing fan hooks as required, hoisting, lowering, laying including all cost, conveyances of M.S. Rod or tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all floors with labour cess etc. (payment will be made on standard weight of B.I.S. for M.S. Rods or tor steel only) etc. complete as per specification & direction of the Engineer-in-charge. ,First class Fly ash Brick masonry using bricks of size 25 cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix (16) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Foundation & Plinth including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of al
|
| Tender Detail : |
Construction of 6 Nos F type Staff Quarters (S plus 2) for Court Building at Nimapara #*. Construction of 6 Nos F type Staff Quarters (S plus 2) for Court Building at Nimapara |