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| 1 | 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 theconnection. The tube well should have a minimum 50 mm gap in between the outside of the tubewell pipe and the bore. (a) For depth upto 150 metre. (ii) 80/100 mm dia. boring etc. |
| 2 | Supply PVC rigid pipes & fittings (medium duty) conforming to ASTMD - 1785 Sch-40 pipe & threaded to match wiith G.I. pipes as per IS: 1239 (PART-I) b) 80 mm dia. |
| 3 | 32 mm dia hanging pipe |
| 4 | Supplying, fitting and fixing plug of approved make conforming to I.S. specifications. (iii) 75 mm |
| 5 | Supplying, fitting and fixing steel cutter piece upto 450 mm long with sockets. (iii) 75 mm dia. |
| 6 | Supplying PVC strainer of approved make with adapter conforming to I.S.12818 specifications. (ii) 80 mm dia. |
| 7 | 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). (L) Reducing Socket (mm X mm) 80 X 50 |
| 8 | Washing and Developing tube well with air compressor pump and engine |
| 9 | Supply of 1.50 sq.mm. PVC insulated cable of approved quality. [As per LMR] |
| 10 | Supply of 6 sq.mm. PVC insulated cable of approved quality. [As per LMR] |
| 11 | Supply of - 80mm dia g.i clamp [As per LMR] |
| 12 | Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer (a) 1000 litre capacity |
| 13 | Labour for hoisting plastic water storage tank.(i) Upto 1500 litre capacity. (a) Upto 1st story from G.L. |
| 14 | Labour for punching hole in plastic water storage tank upto 50 mm dia. |
| 15 | Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI 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 bats clamps, including cutting pipes, making threads,fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately)(a) For Concealed Work PVC Pipes (Dia), 25 mm |
| 16 | 20 mm |
| 17 | 15 mm |
| 18 | Supply of Chlorinated Polyvinyl Chloride (CPVC) pipes & fittings conforming to IS-15778: 2007 (Q) Ball Valve, 32 mm |
| 19 | 25 mm |
| 20 | 20 mm |
| 21 | 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). (I) Union (Dia), 32 mm |
| 22 | 25 mm |
| 23 | (C) Elbow (Dia), 32 mm |
| 24 | Supplying, fitting and fixing bib cock or stop cock.(f) (ii) Polythene Bib Cock/Stop Cock with plastic inlet (EMCO/ATLAS or equivalent), 15 mm |
| 25 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992(A) (i) Single Socketed 3 Meter Length (b) 110 mm |
| 26 | Excavetion of soil & Installing with civil Materials for foundation and charges (4 Piller each) including Labour charges: Earth work filling in foundation or plinth by fine sand in layers not exeeding 150mm as directed and consolidating the same by through saturation with water ramming complete including the cost of supply of sand , and filling by Ordinary Cement concrete(mix 1:1.5:3) with graded stone chips(20mm normal size) excluding shuttering and reinforcement, Hire and labour charges for shoring work, Reinforcement for reinforced concrete work in all sorts of structure including distribution bars,stirrups are in 8mm,binders,main bars 16mm, base bars 12mm etc as per in Design. with as per LMR ex/c taxes |
| 27 | 72/144cell Total 1.34KWp Solar Panel(ERTL & Flash Tested IEC-61215 Certified) with built-in 2/3 bypass Blocking Diode, IP68 rated split J-Box, MNRE approved grade SPV anel. Module efficiency 20%, Capacity: The power output of the module(s) should not be less than 335wp each. The operating voltage corresponding to the power utput(Vmp)per Module should be 35.0 volt. The Voc of the PV module under STC should be >44.0 Volts,lmp >9.4A, MSV1500VDC, Temparet ure Coefficient(Isc)0.05%/OC, Wind Load up to 2400Pa*, Warrenty 10 years on materials and workmanship and 25years on liner power performance (Brand: HR/ Canadian/Sova or Equivalent Company). There should be a name plate/Sticker fixed inside the Module (with bercode)which will provided:-) Name of the Manufacturer or Distinctive Logo, i)Model no, ii)Serial no, iv) Year of manufacturer. as per LMR ex/c taxes |
| 28 | Installation of 1 Hp Solar grade Submersible pump(Fully SS body), @30Mtr head, max shut off head <50Mtr, Star Cunection 3Phase 80 110 Volt AC/DC, Total warrenty for Motor Pump Controller minimum 5 years in written/Manufacturer /Supplyer warrenty. Water output is not less than 3000 LPD @ 25 Mtrs head. MAKE Any reputeted Indian company with MNRE Standered & BIS aproved Model. as per LMR ex/c tax |
| 29 | Gl structure (conforming 80micron conting) for water storage tank and SPV module Each base plate size 210 x 210 x 18mm with M24 x 915 x 4nos Anchore bolt, The Gl structure should be 3.5mtr hight (from Base plate to Water tank Floor) and can rest 2000 ltr capacity water storage tank, with fixing of nessesary Gl relling & installation of SPV module top of structure 29 with 40 degree angle and minimum 1500mm hight from tank floor on south side, the main piller section each 90mm X 90mm X 3.5mm thik Squre Tube, each and every pilar must cunected with Xcross type with rectangle pipe minimum thik 2.8mm, and as mentioned in deging. ALadder(into 2 section) must be attached with structure. The total structure weight not less than 200 Kgs as per LMR ex/c taxes |
| 30 | 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. (i) Pakur Variety |
| 31 | Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth |
| 32 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. |
| 33 | 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 1:6 cement mortar (c) 15 mm thick plaster |
| 34 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m. |
| 35 | Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. In Ground Floor: (a) One Coat |
| 36 | Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer.In Ground floor (Two Coat) a) Normal Acrylic Emulsion |
| 37 | Supplying,fitting&fixing of MS sheet/concrete/ brick work sign board (900x750) including lettering painting etc and taking photograph all complete as per direction of engineer-in-charge |
| 38 | Add GST …………..@ 18.00 % |
| 39 | Add labour welfare,cess ……….. @ 1.00 % Please Enable Macros to View BoQ information |
