Supply And Installation Of Submersible Pump At 6 Nos Sc Farakka Block, Murshidabad- 1 Supplying and delivery at site Submersible Pump Set incl. S&F 1 H.P Control Panel (Model: SPC2)3 core 1.5 Sq.mm flat copper cable (3M length) having following specification.Make: CROMPTON GREAVES / Similar make.Model: 100W10RA2 , 1H.P with Control Panel (Model: SPC2)Size of Tube well : 4 x 2 2 Finishing the end of following P.V.C armoured Cable by crimping method incl.supplying and fixing solderless socket (Dowels make), tapes , anticorrosive paste & jointing materials.a) 3 Core 4 sq.mm PVC/A cable 3 Supplying and laying 1.1kv grade PVC/A cable as below including S&F of earth continuty as below after cutting floor/pavement/wall/and making holes incl. Embedding the cable at an average depth 75mm in floor/wall/ pavement etc. and mending good the damage to original finish incl. removing the rubbish.a) 2 Core 4 sq.mm PVC/A cable with 1x8 No.SWG G.I 4 Supplying and fixing compression type gland complete with brass gland, brass ring & rubber ring for dust & moisture-proof entry of PVC armoured cable as below:a) 2 Core 4 sq.mm PVC/A cable 5 Finishing the end of following P.V.C armoured Cable by crimping method incl.supplying and fixing solderless socket (Dowels make) , tapes , anticorrosive paste & jointing materials.d) 2 Core 4 sq.mm PVC/A cable 6 Supplying and fixing C.I water proof looping cable box having hinged top cover having 4mm thick with rubber gasket living railway type mechanical locking arrangement earthing terminal with lug etc of size 8x6x4 comprising 3 Nos 15amps Kit-Kat fuse unit and housing the same in pole muffing 7 Supplying and delivery 1.1 KV grade 3 core 2.5 Sq. mm flat Cu Cable (apprd. Make). 8 Labour for boring tube well of required dia. by water jet system through any type of soil strata including hire and labour charges for boring pipes, scaffolding, tools and plants as necessary and taking out them and lowering pipes, strainers, blind pipe etc. and fitting and fixing the same complete including bucket washing and other incidental works in the connection. The tube well should have a minimum 50 mm gap in between the outside of the tubewell pipe and the bore.(c) For depth upto 150 metre for 50 mm dia. Tube well with top enlargement of 100 mm dia.(i) 50 mm dia. boring etc. 9 (ii) 100 mm dia. boring etc. top enlargement 10 Supplying, fitting and fixing steel cutter piece upto 450 mm long with sockets.(i) 50 mm dia. 11 Supplying PVC strainer of approved make with adapter conforming to I.S.12818 specifications.(i) 50 mm dia. 12 Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match withGI Pipes as per IS : 1239 (Part - I). with all necessary accessories,specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew,reducing socket, reducing tee, short piece etc. fitted with holder batsclamps, including cutting pipes, making threads,fitting, fixing etc.complete in all respect including cost of all necessary fittings asrequired,jointing materials and two coats of painting with approved paintin any position above ground. (Payment will be made on the centre linemeasurements of total pipe line including all specials. No separatepayment will be made for accesories, specials. Payment for painting willbe made seperately)a) For Exposed WorkPVC Pipes 25 mm 13 Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I).ii) 32 mm 14 i) 50 mm 15 ii) 100 mm 16 Labour for fitting and fixing high density poly-ethylene pipes or P.V.C. pipes for above ground work including cost of jointing materials paints etc. fitting and fixing all necessary specials, cutting pipes, making threads, cutting holes in walls or R.C. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary,(iv) 32 mm dia. 17 (B)Under Ground (v) 50 mm dia. 18 (viii) 100 mm dia. 19 Supplying, fitting and fixing heavy type bell mouth reducing socket.(i) 50 mm X 100 mm 20 Supply of G.I. bend.(iv) 50 mm 21 Supply of G.I. union.(iv) 50 mm 22 Washing and developing tube well with air compressor pump and engine for 8 (eight) hours continuous pumping per day with necessary arrangements for testing the yield in gallons per hour with V notch including hire and labour charges for all tools and plants 23 Labour for making arrange ment for showing verticality test including the cost for hire charges of tools and plants, scafolding, labour etc. 24 Collecting sample of water for bacteriological and chemical test from any depth at any time during execution of work including hire and labour charges for tools and plants and sterilising the equip ments, paying all charges and fees, testing etc. complete in all respect 25 Supply of Chlorinated Polyvinyl Chloride (CPVC) pipes& fittings conforming to IS-15778: 2007 (Q) Ball Valve 26 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 the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. 27 Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) 28 Brick work with 1st class bricks in cement mortar (1:6)(b) Foundation & Plinth 29 Brick work with 1st class bricks in cement mortar (1:6),(b) In superstructure, First floor 30 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. 31 I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)(a) 1:3:6 proportion 32 Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick…….(f) 25 mm to 30 mm thick wooden shuttering without staging in foundation…… 33 Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. In Gr.Fl 34 Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. Gr.Fl(JSW/JSPL/SHYAM/SRMB/BMASL/ELECTROSTEEL) 35 Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfer ing corners as directed(i) With 1:6 cement mortar (c) 15 mm thick plaster, 36 Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc 37 Supplying P.V.C water storage tank of approved quality with closed top with lid(black)-Multilayer. (c) 500 litre capacity 38 G.S.T …..@ 12% 39 Add Labour Welfare Charge …………@ 1% 40 Total Cost for5 Units…..
