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| 1 | Sinking of Submersible tubewell |
| 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. |
| 3 | (a) For depth upto 150 metre |
| 4 | (i) 100 mm dia |
| 5 | (ii)50mm dia |
| 6 | (b) For depth more than 150 mtr for 40mm dia(i)50mm dia |
| 7 | Supplying, fitting and fixing steel cutter piece upto 450 mm long with sockets. |
| 8 | (i)50mm dia |
| 9 | Supplying high density polythene strainer of approved makewith adapter conforming to I.S. specifications. (i)50mm dia |
| 10 | Supply of GI reducing socket with I.S.I. mark. (xiv)100 x 50 mm dia. |
| 11 | Supply of PVC pipes & fittings Schedule 80 (medium duty) conformingto ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239(xi) 100mm dia |
| 12 | (vi) 50 mm dia |
| 13 | Supply fitting and fixing India Submersible pump 1 HP (with complete set) |
| 14 | Collecting sample of water for bacteriological , chemical & arsenic 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. |
| 15 | Supply, fitting & fixing of Name Plate |
| 16 | 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 and scaffolding as required. |
| 17 | Supplying of Photograph of the construction |
| 18 | Supply, fitting and fixingC.P.V.C.( Chlorinated Polyvinly Chloride) pipes of Approved make conferming to IS 15778:2007 for above ground work including cost of jointing materialsetc. 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, but including the cost and fitting and fixing holder bat clamps(any floor) or for underground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Engineer-in-charge. (Payment will be made on centre line measurement of the total pipeline including specials. ) 32 mm |
| 19 | 20 mm |
| 20 | Supply of PVC fittings (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). (A) Socket -- (Dia) |
| 21 | 32 mm 20 mm |
| 22 | (B) Equal Tee -- (Dia)32 mm |
| 23 | 20 mm |
| 24 | (C) Elbow 90deg -- (Dia)32 mm |
| 25 | 20 mm |
| 26 | (D) Ball Valve -- (Dia)32 mm |
| 27 | 20 mm |
| 28 | (E) Nipple (150 mm long) -- (Dia) 32 mm |
| 29 | 20 mm |
| 30 | (F) Pipe Clip -- (Dia) 32 mm |
| 31 | 20 mm |
| 32 | (G)Reducing Socket (mm X mm)50mm X 32mm |
| 33 | PTMT (Polytetra methylene terephthalate)Bib Cock / Stop Cock (Prayag or Equivalent) |
| 34 | Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer |
| 35 | (b) 1000 litre capacity |
| 36 | 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.a) Depth of excavation not exceeding 1.50 m. |
| 37 | 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) |
| 38 | Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level, and filing joints with powdered earth or local sand |
| 39 | Cement concrete with graded jhama khoa (30mm size) etc. all complte.(a) 1:3:6 proportion |
| 40 | 125 mm thick Brick work with 1st class bricks in cement mortar (4:1) |
| 41 | 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. |
| 42 | 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. |
| 43 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)f) 25 mm to 30 mm shuttering without staging in foundation |
| 44 | 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) 1:6 cement morter; 20 mm thick plaster |
| 45 | 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. |
| 46 | (A) Floor |
| 47 | With Sand Cement Mortar (1:4)20 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. |
| 48 | (a) Area of each tile upto 0.09 Sq.m |
| 49 | (i) Coloured decorative |
| 50 | (B) Wall |
| 51 | 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. |
| 52 | (a) Area of each tile upto 0.09 Sq.m |
| 53 | (i) Coloured decorative |
| 54 | M.S. structural works with hollow sections (TATA make square or rectangular shape) conforming to IS: 806-1957 & IS:1161-1958) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1956 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 1957, haulage, hoisting and erection all complete.The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete. |
| 55 | Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a hight of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof.i) For roof truss works |
| 56 | a) Span up to 12 Mtr |
| 57 | 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 finishacrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer\"s specification and as per direction of the EIC. |
| 58 | (a) One Coat |
| 59 | Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer\"s specification and as per direction of EIC to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost ofprimer. |
| 60 | In Ground floor (Two Coat) |
| 61 | Supplying, fitting and fixing glass reinforced polyester translucent fiber sheet i) Natural white or tinted blue colour |
| 62 | Box cutting or filling in Road Embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with Power Roller to proper camber and grade as per direction and satisfaction of Engineer-in-Charge including uprooting and removing plants and jungles when and where necessary. |
| 63 | i) Depth upto 150 mm |
| 64 | Construction of Circular Soak Pit of 900 mm dia With Earthen Ring as per direction of Engineer-in-Charge |
| 65 | ADD 18% GST |
| 66 | Add 1.00% Labour welfare cess |
