Tender For Development Of 21 No. Ward Area - Supplying And Laying Polythene Sheet (150Gm / Sq.M.) Over Damp Proof Course Or Below Flooring Or Roof Terracing Or In Foundation Or In Foundation Trenches. 150.0*4.0+75.0*2.8 (Page No.-47 Of 315,Item No.-3) 2, parganas-West Bengal

Development Of 21 No. Ward Area - Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. 150.0*4.0+75.0*2.8 (Page No.-47 of 315,Item No.-3) 2 Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes a) Pakur Variety (Page No.24, Item No.4/a) 150.0*4.0*0.075+75.0*2.8*0.075 3 (A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) 75.0*2.8*0.075 4 Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming thesides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm. (Page No.1, Item No.2/a) 75.0*0.625*0.600 5 Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation. 75.0.0*0.625*0.075 (Page No.-23,Concrete Works, of 23,Item No.-1,a) 6 Brick work with 1st class bricks in cement mortar (1:4)(a) In foundation and plinth. (Page No.-15 of 315,Item No.-8) 75.0*0.63*0.25 7 125 mm. thick brick work with 1st class bricks in cement mortar (1:6) in ground floor (Page No-16Item No:-16) 75.0*0.63 8 Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface](i) With 1:4 cement mortar(b) 20 mm thick plaster 75.0*(0.25+0.0.63+0.63+0.125) (Page No.-189 of 315,Item No.-1) 9 Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. 75.0*(0.25+0.0.63+0.63+0.125) (Page no.-192 of 315,Item No.-15) 10 Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as per direction of the Engineer-in-charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Enginner in charge). (a) Depth upto 1.5 m. 150.0*0.125+75.0*0.125 11 GST @ 18% 12 L.W. Cess @ 1%

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