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| 1 | Civil Works: |
| 2 | Labour for boring through any type of soil for sinking tube well of required dia. with top enlargement by rig boring system (either by reserve circulation or by direct rotary method) including hire charges and labour for rig machine, tools and plants, staging, force pumping set and making arrangement for water required for boring etc. complete and lowering of pipes, strainers, blind pipes etc. complete.(a) For depth upto 250 M for 100 mm dia. Tube well with top enlargement of 200 mm dia.(upto 50 M).(i) First 50 m |
| 3 | (ii) Next 50 m |
| 4 | (iii) Next 50 m |
| 5 | Supply and delivery at site UPVC pipe (CM) conforming to IS: 12818:2010 (CIPET certified).D) 150 MM |
| 6 | Supplying, fitting and fixing check valve (horizontal) G.M. tested to 21 kg per sq. cm.(vi) 50 mm dia. |
| 7 | Supply fitting fixing column pipe , Make: Skipper or Equivalent, SP Heavy, Pressure Rating 35 kG/cm2 complete in all respect including necessary fittings complete in all respect. (a) 50mm dia |
| 8 | 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 equipments, paying all charges and fees, testing etc. complete in all respect as per direction. |
| 9 | Packing the annular space between the outside of the tube well pipes & strainers and the bore with pea size washed gravel of approved quality having size from 2 mm to 5 mm or the size approved by the Engineer-incharge including cost of all materials labour and equipment complete. Note: Initial 6 m. of Annular space between the housing pipe and the bore should not be shrouded with Pea size gravel to avoid contamination with surface water. |
| 10 | Packing annular space between the outside of the housing pipe and the bore with puddled clay balls of approved size as per direction of the Engineer-in-charge with cost of all materials and labour complete. |
| 11 | Development (Min. 8 Hr. continuous) of tube well by using suitable air compressor (Min. Capacity: 600CFM & operating Pressure 14 Bar) followed by yield testing with BHT pump (Head :45 to 50mtr.,Discharge :1100 to 1000 LPM and 25 BHP engine) all complete including To & Fro Transportation cost and Cost of fuels, lubricants & Labour etc. |
| 12 | Construction of tube well platform (Size 1.20m x 1.20m) with 75mm thick cement concrete (6:3:1) using 20mn down jhama chips'over a layer of brick flat soling including necessary earth work and ramming 125mm x 75mm (thick) band set in cement mortar (4:1) on all sides keeping outlet for drainage, 12mm thick cement plaster (4:1) with neat cement finishing to the exposed surface including the concrete surface below ground level in the periphery of the land includtng 1.2 m length surface drain with necessary shuttering & curing complete in all respect with all labours & materials . |
| 13 | Supplying, fitting and fixing steel cutter piece upto 450 mm long with sockets.(i) 75 mm dia. |
| 14 | Supplying, fitting and fixing KSB/Kirloskar Make three phase 3 HP Submersible Pump Borewell Submersible Pump, KS4BN-3030T, 3 HP, Three Phase, 415 Volts, Size 32mm with all neccessary accessories including junction box (Non scheduled Item). The Rate is inclusive of 10% Contractor's profit, but exclusive of GST & BoCW Cess. |
| 15 | Lowering and placing of filter assembly of required length and Extraction and partening off the casing pipe of required length. |
| 16 | Supplying PVC strainer of approved make with adapter conforming to I.S.12818 specifications. (ii) 100 mm dia. |
| 17 | Supplying, fitting and fixing plug of approved make conforming to I.S. specifications.(ii) 75 mm dia. |
| 18 | Supplying fitting and fixing G.I. cap at top (i) 100 mm |
| 19 | Labour rate for any other miscalleneous work. (Just Like Waterproffing for SIKA 109 etc.) |
| 20 | Dismantling artificial stone flooring upto 50 mm. thick by carefully chiselling without damaging the base and removing rubbish as directed within a lead of 75 m.a) In ground floor including roof . |
| 21 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (6mm nominal size) excluding shuttering and reinforcement,if any, in gound floor as per relevant IS codes. |
| 22 | Taking out old damaged tarfelt from the roof, parapet etc. preparing the roof surfaces by removing all spoils, blisters, moss etc. from the working site and disposal of the same beyond the compound and cleaning the site in all respect as per direction of Engineer-in-Charge. All floors. |
| 23 | Providing waterproofing treatment over concrete roof surface (old or new) by the application of two coats of slurry prepared with latex of approved brand, with brushs and the two layers of Water Proofinng of approved Brand which is SIKA 109 (Approx Consumption : SikaTop®Seal 109 hi: 1st coat = 1.00 kg/m2, 2nd coat = 1.50 kg/m2.) Note: The consumption will vary depending on application area, substrate type, substrate roughness, surface profile, absorption of the surface and thickness required. Ambient air temperature +10 C min. / +40 C max. Mixing ratio Part A : Part B = 1 : 1.5 (by weight) Substrate temperature +10 C min. / +40 C max. Pot life ~40 minutes (100 g mass, +27 C) |
| 24 | Roof treatment by application of non toxic polyurethane modified acrylic based single component (P U Roof Coat) solvent free, cold applied polyurethane modifiedelastomeric waterproofing membrane with excellant UV resistant capasity as per ASTM D6083 [a water based 100%acrylic elastomeric emulsion polymer latex coating used as protective coating for roofs] after preparing the surface by cleaning and repairing the roof cracks by cement & sand mortar (1:4), preferably with antishrinkage mortar (to be paid separately) if any, apply two coats along with a Priming coat (two coats of P U Roof Coat and one coat of primer coat compatible with main product as per manufacturers specification) and reinforced with or without 20 gsm Geotextile Fleece, including the cost of primer coat and base preparation, tools & Plants but excluding the cost of scaffolding and stagging complete as per direction of Engineer -in-charge. (Note: If Geotextile Fleece not used, the rate would be reduced by Rs. 5/-per SQM) |
| 25 | Repairing crack in wall by cement grouting (1 : 2) including widening the crack on the surface (into V section) cleaning and packing the same with cement mortar (1 : 2) and finishing off to match with adjacent surface. (Cement-69 Kg/100 m) |
| 26 | Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete. |
| 27 | Sealing new expansion joint with Elastomeric Polysulphide Sealant of gap size 50mmX25 mm Including cleaning of the expansion joint thoroughly, mending of edges & surface, placing 50mm dia Backerrod as backup material with the cost of materials, labours,& all other incidental charges as per manufacturer's specification & direction of Engineer-in charge. |
| 28 | Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete.A) UPVC Pipes: (iii) 160 mm. Dia. |
| 29 | B) UPVC Fittings: a) (iii) Plain Tee, 160 mm dia |
| 30 | b) (iii) Plain Y, 160 mm dia |
| 31 | c) (iii) Bend 87.5 degree, 160 mm dia |
| 32 | d) (iii) Shoe, 160 mm dia |
| 33 | 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 Exposed WorkPVC Pipes50 mm |
| 34 | (b) For Exposed WorkPVC Pipes25 mm |
| 35 | Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth |
| 36 | Labour for back filling behind abutment, wing wall & return wall complete as per the drawing & technical specifications with the local available materials . |
| 37 | 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) 15mm. thick plasterFor outter walls, In ground floor. |
| 38 | Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, etc. NOTE: Cement 0.152 CUM per sq.m Please Enable Macros to View BoQ information |
