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| 1 | Drinking Water Booth: |
| 2 | 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 75m. as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of Foundation not exceeding 1500 mm |
| 3 | Earth work in filling in foundation trenches or plinth with good earth in layers not exceeding 150mm including watering and ramming etc. layer by layer complete. (payment to be made on this basis of measurement of finished quantity of work)(a) With earth obtained from excavation of foundation. |
| 4 | (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) |
| 5 | Single brick flat soling of picked jhama bricks including ramming & dressing bed to proper level and filling joints with powered earth or local sand. |
| 6 | (I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)In ground floor (B) [N.B. Varity In ground floor (6:3:1 portion) |
| 7 | 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. (N.B. Varity) |
| 8 | Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth |
| 9 | 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. floor/upto 4 m Tor steel/Mild Steel (JSW/JSPL/SHYAM/ SRMB/ BMASL/ ELECROSTEEL/SSL) |
| 10 | Hire and labour charges for shuttering with centering and necessary staging 4m using approved stout props and thick hard wood planks of approved thickness with require bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, and striking out after completion of works ( up to roof of ground floor).(a) 25 mm to 30 mm thick wooden shuttering without stagging in foundation etc. |
| 11 | 125 mm thick brick work with 1st class bricks in cement morter (4:1) in ground floor |
| 12 | 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).(i) With 1:6 cement mortar |
| 13 | (a) 20 mm thick plaster |
| 14 | (b) 15 mm thick plaster (1:6) |
| 15 | (ii) With 1:4 cement mortar(c) 10 mm thick plaster |
| 16 | Neat cement punning about 1.5mm thick in wall, dado, window, sills, floor, drain etc. Cement 0.152c cum per 100 sqm |
| 17 | Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc. |
| 18 | (B) Wall With Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m. (a) Area of each tile upto 0.09 Sq.m(i) Coloured decorative |
| 19 | 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: (b) Two Coats |
| 20 | 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 |
| 21 | Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparingthe surface throughly, complete as per manufacturer's specification and as per direction of the EIC. (In Ground Floor i) Water based interior grade Acrylic Primer In Ground Floor: (b) Two Coats |
| 22 | Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturer's specification) including cleaning and smoothning of surface. Two Coats |
| 23 | (a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor. (i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr. |
| 24 | Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer. (d) 1000 litre capacity |
| 25 | Labour for hoisting plastic water storage tank.(i) Upto 1500 litre capacity. |
| 26 | Labour for punching hole in plastic water storage tank upto 50 mm dia. |
| 27 | Supplying, fitting and fixing CPVC (Chlorinated Polyvinyl Chloride) pipes of approved make conforming to IS-15778: 2007 . 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, fitting, fixing etc. complete in all respect including costof all necessary fittings as required,jointing materials 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. 25 mm |
| 28 | Labour for boring through any type of soil for sinking Tube - Well of required dia with top enlargement by rig boaring system (either by reserve circulation or by direct rotary method) including hire charges and labour for rig machine, tools and plants stagging, force pumping set and making arrangements for water required for boring etc. complete and lowring of pipes, strainer, blind pipes etc. complete. For depth up to 250 M. for 100 mm. dia tube well with top enlargement of 200 mm. dia. (up to 50 M.)- for first 50 Mtr. |
| 29 | for next 50 Mtr.. |
| 30 | Supply of PVC pipes & fittings Schedule 80 (medium duty) conformingto ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239(Part - I).(A) PVC Pipes-200 mm internal dia |
| 31 | 100 mm. internal dia |
| 32 | Supply of High Density Poly-ethylene Pipe conforming to IS-4984-1985(dia) 6Kg./Sq.Cm.(working pressure) 40mm. dia |
| 33 | Supplying, fibre glass reinforced Epoxy resin slotted of 1 mm slot width in 6.1m length of approved make and as per direction of the Engineer - in - Charge(a) 100 mm nominal diai) 6.00 mm wall thickness |
| 34 | Supplying, fitting and fixing Peet's valve fullway gunmetal standardpattern best quality of approved brand bearing I.S.I. marking with fittings(tested to 21 kg per sq. cm.)v) 40 mm dia |
| 35 | Supplying, fitting and fixing heavy type bell mouth reducing socket.(iv) 100 mm X 200 mm |
| 36 | Supplying, fitting and fixing G.I. cap at top (iii) 200 mm |
| 37 | Providing 200 mm centre guide.i) With Clamp |
| 38 | Washing and developing tube well with air compressor pump and enginefor 8 (eight) hours continuous pumping per day with necessary arrangements for testing the yield in gallons per hour with 'V' notchincluding hire and labour charges for all tools and plants and scaffoldingas required.-for Tube - Well of 100 mm. dia. With top enlargement 200mm. Dia. To have yield of 6000 gallons per hour. |
| 39 | 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. |
| 40 | 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. |
| 41 | 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 allcharges and fees, testing etc. complete in all respect as per direction. |
| 42 | Geophysical Investigation of the aquifer by electro logging system with tools & plants as necessary including supply of necessary report. |
| 43 | Supply of 2 HP Solar Submersible Solar Pumping System consisting of 6nos. 335Wp (72 Cell) Polycrystalline SPV Module (Bikram Solar/Sova Solar Make), 1no 2 HP Submersible Pump suitable (KSB Make), suitable 3Phase Pump controller (auto), earthing materials, Cables & Wires and other necessary accessories as required for your Bore Well (drilling of bore well to be done seperately )at your site including installation. |
| 44 | CGST@9% |
| 45 | SGST@9% |
| 46 | 1% cess Please Enable Macros to View BoQ information |
