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| Sl. No. | Item Description |
| 1 | SUB HEAD - I : SITE CLEARANCE AND EARTH WORK EXCAVATION |
| 2 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of Soil |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming & watering, lead up to 50m & lift upto 1.5m. (In foundation back fill, building & Traverse) |
| 5 | Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap). (the demolition of pile above pile cap bottom is included in this item).(a) 400mm dia. |
| 6 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge |
| 7 | Single pile upto 50 tonne Safe capacityInitial test (Test Load 2.5 times the Safe capacity). |
| 8 | Single pile upto 50 tonne Safe capacityRoutine test (Test Load 1.5 times the Safe capacity). |
| 9 | Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in-charge.Note :- The inclusion of the above item in the schedule of work shall be judiciously decided by the technical sanctioning authority, keeping in view the quality control, type of soil strata & importance of the project. |
| 10 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 11 | SUB HEAD- II : ANTI-TERMITE TREATMENT |
| 12 | Supplying chemical emulsion in sealed containers including delivery as specified.Chlorpyriphos/Lindane emulsifiable concentrate of 20% |
| 13 | Diluting and injecting chemical emulsion for Post Construction anti-termite treatment (excluding the cost of chemical emulsion) : |
| 14 | Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. |
| 15 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 river sand) to match the existing floor :With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. |
| 16 | SUB HEAD - III : PLAIN AND REINFORCED CEMENT CONCRETE WORK |
| 17 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 18 | 1:4:8 (1 cement : 4 river sand : 8 graded stone aggregate 40 mm nominal size) |
| 19 | Providing and laying cement concrete 1:2:4 (1 cement : 2 river sand : 4 graded stone aggregate 20 mm nominal size) in, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing. |
| 20 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 21 | (a) All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 22 | (b) All works above plinth level upto floor V level. Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 23 | Add for using extra cement in the items of design mix over and abovethe specified cement content therein. |
| 24 | Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete at all levels. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 25 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 26 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 27 | Suspended floors, roofs, landings, balconies and access platform. |
| 28 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 29 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 30 | Stairs, (excluding landings) except spiral-staircases |
| 31 | Weather shade, chajja, corbel etc complete |
| 32 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 river sand : 6 graded stone aggregate 20m nominal size) over 75mm bed of dry brick ballast 40 mm nominal size well rammed and consolidated and grouted with river sand including necessary excavation , levelling and dressing & finishing the top smooth. |
| 33 | SUB HEAD - IV : BRICK WORK AND STONE MASONRY |
| 34 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 35 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 river sand) |
| 36 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 river sand) |
| 37 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V levelCement mortar 1 : 4 (1 cement : 4 river sand) |
| 38 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. |
| 39 | SUB HEAD - V : FLOORING |
| 40 | Providing and laying double charge vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption's less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 river sand) including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm. |
| 41 | Providing and laying double charge Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 river sand), jointing with grey cement slurry @ 3.3 kg/sqm including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm. |
| 42 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. |
| 43 | Size of Tile 2ft x 4ft |
| 44 | Providing and fixing Ist quality vitrified glazed wall tiles Size of Tile 2ft x 4ft conforming to IS: 15622 (thickness to be specified by the manufacturer), of approvedmake, in all colours, shades except burgundy, bottle green, black ofany size as approved by Engineer-in-Charge, in skirting, risers of stepsand dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3river sand) and jointing with grey cement slurry @ 3.3kg per sqm,including pointing in white cement mixed with pigment of matching shade complete. |
| 45 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 river sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels(including edge moulding wherever required).Granite of any colour and shadeArea of slab over 0.50 sqm |
| 46 | Extra for providing opening of required size & shape for wash basin/kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. |
| 47 | Providing and fixing 18 mm thick granite of any colour and shade with area of slab upto 0.50 sqm.gang saw cut, mirror polished granite area of slab over 0.50 Sqm, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, risers and threads of steps, etc of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. |
| 48 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :25 mm thick |
| 49 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 50 | SUB HEAD - VI : DOOR, WINDOW AND STEEL WORK |
| 51 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 52 | Providing and fixing stainless steel ( Grade 316) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 53 | Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:Profile CFixing with adjustable lugs with split end tail to each jamb |
| 54 | Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete :2nd class teak wood50x12 mm |
| 55 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering withvertical grains or cross bands and face veneers on both faces of shutters.35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 56 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. |
| 57 | Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6mm iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat ofapproved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces(Double Door 1.50m width, 2.40m height, Make Shaktimate Door or equivalent) |
| 58 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately).Note: For WPC solid door/window frames, minus 5 mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. Frames size 45 X 70 mm. |
| 59 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately)30mm thick. |
| 60 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections / appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene gaskit etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing and paneling to be paid for separately) :For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron) |
| 61 | For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required (Fittings shall be paid for separately).Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 62 | Providing and fixing glazing in aluminium ventilator shutters with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With Pinhead glass panes of 4.0 mm thickness |
| 63 | Providing and fixing glazing in aluminium door, window shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) |
| 64 | Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). |
| 65 | Providing and fixing aluminium adjustable friction windows stays of approved quality with necessary stainless steel screws etc. to the side hung windows as per direction of Engineerin-charge complete205 X 19 mm |
| 66 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessoriesand screws etc. complete. |
| 67 | Providing and fixing ISI marked, IS : 1341, M.S. heavy weight bright finished butt hinges with necessary screws etc. complete :125x90x4.00 mm |
| 68 | Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 15 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete.300x16 mm |
| 69 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : |
| 70 | 200x10mm |
| 71 | 100x10mm |
| 72 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :a) 125mm long |
| 73 | Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 15 as per IS :1868) transparent or dyed to required colour and shade with necessary screws etc. complete. Al. hanging floor door stopper.Twin rubber stopper |
| 74 | Providing and fixing of rubber nylon door buffer (dia of 40mm and 50mm long) on wall with rowl plug and screw. |
| 75 | SUB HEAD - VII : FINISHING |
| 76 | 6mm cement plaster with cement mortar 1:3 (1 cement : 3 river sand) |
| 77 | 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 river sand) |
| 78 | 15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 river sand). |
| 79 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 river sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 river sand). |
| 80 | Extra for providing and mixing water proofing material in cement per bag plaster work in proportion recommended by the manufacturers. |
| 81 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 82 | White washing with lime to give an even shade :New work (three or more coats) |
| 83 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacture and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 84 | Finishing walls with Acrylic Smooth exterior paint of required shade. |
| 85 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @2.20kg/sqm) |
| 86 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 87 | Providing and fixing Chicken wire mesh at the junctions of RCC and brick work, 100mm overlapping on both sides with all necessary hardware etc., complete. |
| 88 | SUB HEAD - VIII : ROOFING & WATER PROOFING |
| 89 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1cement : 5 river sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 river sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 river sand) admixed with water proofing compound conforming to IS : 2645 and approved byEngineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge :22.7.1 With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 90 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion including fixture fittings and specials.(i) Single socketed pipes.110 mm diameter |
| 91 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. |
| 92 | SUB HEAD - IX : SANITARY INSTALLATIONS |
| 93 | Providing and fixing white vitreous china Wall Hung type water closet (European type W.C. pan) with low level quite, Close Hydraulic sleak seat and lid and concealed flushing cister, including flush pipe with manually controlled device, (and handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: W.C. pan of size 37x360x55.5 cm (HxWxD) with white 27.5 kg approx including quiet, close hydraulic sleak seat with lid & concealed flushing cistern. |
| 94 | Providing & fixing white colour table Top wash basin of size 630x395x115 mm with all complete in all respect as per direction of Engineer-in-charge. |
| 95 | Providing and fixing white vitreous china flat back electrical operated SENSOR URINAL of size 460x300x710 mm with all necessary fitings, all complete as required by direction of Engineer-in-charge. |
| 96 | Providing and fixing CP Brass 32 mm size Bottle Trap of approved quality & make & as per the direction of Engineer-in-charge. |
| 97 | Providing and fixing 600mmx450mmx5mm thk beveled edge mirror of superior glass (of approved quality) fixed with teak wood beading size 50 x 20mm with French Spirit polish, 6 mm thick water proof ply wood on back of the mirror complete with two or more coats of black bitumeneous paint at the back of ply. |
| 98 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms |
| 99 | Providing and fixing CP towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190gms. (Jaquar make cat. No. ACN-1111SM or equivalent.) |
| 100 | Providing & fixing C.P. brass toilet paper holder with concealed fitting arrangement of approved qualirt colour & make. |
| 101 | Providing & fixing Health Faucet with flexible pipe & wall hook with each European W.C. Pan. |
| 102 | Providing & fixing approved type SS Double coat hooks with concealed type screws. |
| 103 | Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standard & weighing not less than 690 gms. 15 mm nominal bore. |
| 104 | Providing & fixing C P Soap Dispenser with all complete in all respect as per direction of Engineer-in-charge. |
| 105 | Providing & fixing C.P. brass stop cock(concealed) of standard design & of approved make conforming to IS:8931. 15mm nominal bore. |
| 106 | Providing & fixing CP Double Lever Basin Mixer with all complete in all respect as per Direction of Engineer-in-charge. |
| 107 | Supplying & fixing in position PVC nahani trap with CP grating connection with PVC waste pioe including 150 mm thick CC 1:2:4 for embedding the trap, plastering, curing, etc. complete all as specified & directed. |
| 108 | Supplying, laying , jointing, testing & commissioning uPVC soil pipes including specials of best quality and approved make fixed to wall / floor including chasing, cutting, making hole in walls / floors, cutting the pipes to required size of length, jointing the pipe and specials with adhesive including testing etc. complete all as specified and directed (specials at junctions must have access doors wherever required). |
| 109 | 80 mm dia |
| 110 | 110 mm dia |
| 111 | Providing & fixing PVC clean out plug with all necessary joint as per direction of Engineer-in-charge. |
| 112 | 80 mm dia |
| 113 | 110 mm dia |
| 114 | Providing & fixing P trap with jali as per direction of Engineer-in-charge. (a) 100 x 100 mm dia |
| 115 | SUB HEAD - X : INTERNAL WATER SUPPLY |
| 116 | Providing and fixing C.P. brass two way bib cock of approved quality conforming to IS : 8931.15mm nominal bore, approved make. |
| 117 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of Jaquar make cat no. FLR 5053N or equivalent, conforming to IS : 8931 15 mm nominal bore, Jaquar make cat no. FLR 5053N or equivalent. |
| 118 | Providing and fixing toilet paper holder.C.P. brass (Jaquar make cat. No. ACN-1151N or equivalent. ) |
| 119 | Providing & fixing CP brass health faucet with 1mt flexible tube fixed to wall all complete as specified and directed by engineer-in-charge. (Make Jaquar cat no - ALD-573 or equivalent. ) |
| 120 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall |
| 121 | 32 mm nominal outer dia Pipes |
| 122 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc |
| 123 | 15 mm nominal dia Pipes |
| 124 | 20 mm nominal outer dia Pipes |
| 125 | 25 mm nominal dia Pipes |
| 126 | Providing and placing on terrace polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes including fittings and the base support for tank. |
| 127 | Provision of gun metal valve of following size including valve chamber CI cover and taking connection from existing pipe line. |
| 128 | 32 mm nominal bore |
| 129 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :25 mm nominal bore |
| 130 | Constructing masonry Chamber 30x30x50 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement :4 river sand) for stop cock, with C. I. surface box 100x100x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 Cement : 2 river sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 (1 Cement : 5 river sand : 10 graded stone aggregate 40 mm nominal size) and inside palstering with cement mortar 1:3 (1 Cement : 3 river sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design:With common burnt clay F.P.S.(non modular) bricks of class designation 7.5. |
| 131 | SUB HEAD - XI : RAISED PLATFORM FOR RADAR |
| 132 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of Soil |
| 133 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming & watering, lead up to 50m & lift up to1.5m |
| 134 | Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap). (the demolition of pile above pile cap bottom is included in this item).(a) 400mm dia. |
| 135 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge |
| 136 | Single pile upto 50 tonne Safe capacityInitial test (Test Load 2.5 times the Safe capacity). |
| 137 | Single pile upto 50 tonne Safe capacityRoutine test (Test Load 1.5 times the Safe capacity). |
| 138 | Providing and laying in position plain cement concrete 1:4:8 (1 cement : 4 river sand : 8 graded stone aggregate using 40mm nominal size) excluding the cost of centering and shuttering all work upto plinth level etc. complete. |
| 139 | Providing and laying cement concrete 1:2:4 (1 cement : 2 river sand : 4 graded stone aggregate 20 mm nominal size) in, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing. |
| 140 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 141 | (a) All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 142 | (b) All works above plinth level upto floor V level. Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 143 | Add for using extra cement in the items of design mix over and abovethe specified cement content therein. |
| 144 | Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete at all levels. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 145 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 146 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 147 | Suspended floors, roofs, landings, balconies and access platform. |
| 148 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 149 | Edges of slabs and breaks in floors and wallsUnder 20 cm wide |
| 150 | Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured).Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) |
| 151 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 river sand) |
| 152 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 153 | 6mm cement plaster with cement mortar 1:3 (1 cement : 3 river sand) |
| 154 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 river sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 river sand). |
| 155 | Extra for providing and mixing water proofing material in cement per bag plaster work in proportion recommended by the manufacturers. |
| 156 | Finishing walls with Acrylic Smooth exterior paint of required shade.New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @2.20kg/sqm) |
| 157 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 158 | Providing and fixing Spout Pipe in Brick walls by using 100mm dia PVC pipe and corase aggregate complete including cutting. Placing and finishing the edges. |
| 159 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1cement : 5 river sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 river sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 river sand) admixed with water proofing compound conforming to IS : 2645 and approved byEngineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge :22.7.1 With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 160 | SUB HEAD - XII : CABLE TRENCH |
| 161 | Providing and laying in position plain cement concrete 1:4:8 (1 cement : 4 river sand : 8 graded stone aggregate using 40mm nominal size) excluding the cost of centering and shuttering all work upto plinth level etc. complete. |
| 162 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriagefor all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear thecost of extra cement.All works upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum |
| 163 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 river sand derived from natural sources : 3 graded stone aggregate 20 mm nominal size). |
| 164 | Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. a) Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 165 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 166 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 167 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete |
| 168 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 169 | 12 mm cement plaster 1:3 (1 cement: 3 river sand) finished with a floating coat of neat cement. |
| 170 | SUB HEAD - XIII : AREA DEVELOPMENT & DRAIN |
| 171 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of Soil |
| 172 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming & watering, lead up to 50m & lift up to1.5m |
| 173 | Providing and laying in position plain cement concrete 1:4:8 (1 cement : 4 river sand : 8 graded stone aggregate using 40mm nominal size) excluding the cost of centering and shuttering all work upto plinth level etc. complete. |
| 174 | Providing and laying cement concrete 1:2:4 (1 cement : 2 river sand : 4 graded stone aggregate 20 mm nominal size) in, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing. |
| 175 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 176 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 177 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:Cement Mortar 1:6 (1 cement : 6 river sand). |
| 178 | 12 mm cement plaster 1:3 (1 cement: 3 river sand) finished with a floating coat of neat cement. |
| 179 | SUB HEAD - XIV : ROAD & HARDSTANDING |
| 180 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.All kinds of Soil |
| 181 | Disposal of road Earth/rubbish/malba/similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 182 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete and road filling for embankment. |
| 183 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5cm depth, dressing to camber and consolidating with road rollerincluding making good the undulations etc. and re-rolling the subgrade and disposal of surplus earth with lead upto 50 metres. |
| 184 | Supplying and filling with moorum from approved quarry transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 as per specifications of road & bridges works of Ministry of Road Transport & highways ( 5th revision ) & direction of Engineer in charge. |
| 185 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 186 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 |
| 187 | Providing and laying in position plain cement concrete 1:4:8 (1 cement : 4 river sand : 8 graded stone aggregate using 40mm nominal size) excluding the cost of centering and shuttering all work upto plinth level etc. complete. |
| 188 | Providing and laying Polythene sheet (125 micron thick) confirming to IS :2508 antifriction layer on the sub base course complete as per specifications.(Overlaps atjoints of pvc sheet should be 150 mm wide) |
| 189 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :Foundations, footings, bases of columns, etc. for mass concrete. |
| 190 | Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete at all levels. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 191 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge. making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine @ 5.0m c/c, providing and filling joints with approved joint filler and sealants complete including providing 8mm dia reinforcement steel @ 200mm c/c both ways reinforcement shall be measured and paid separetely. concrete shall be done in alternate panels.(Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). |
| 192 | Add for using extra cement in the items of design mix over and abovethe specified cement content therein. |
| 193 | SUB HEAD - XV : SEWAGE DISPOSAL |
| 194 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :All kinds of soilPipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia |
| 195 | Providing and laying cement concrete 1:5:10 (1 cement : 5 river sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design :150 mm diameter S.W. pipe |
| 196 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :150 mm diameter |
| 197 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 river sand) including testing of joints etc. complete :a) 150 mm dia. R.C.C. pipe |
| 198 | 300 mm dia. R.C.C. pipe |
| 199 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 river sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement :1.5 river sand : 3 graded stone aggregate 20 mmnominal size), foundation concrete 1:4:8 mix (1 cement : 4 river sand (zone- III) : 8 graded stone aggregate 40 mm nominal size),inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 river sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 river sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :a) Inside size 90 x 80cm and 45 cm deep including CI cover with frame ( light duty) 455 x 610mm internal dimension, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg)i) With common burnt clay F.P.S (non modular) bricks of class designation 7.5 |
| 200 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.a) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 201 | Supply, lowering and installation of RCC ready made hume pipe septic tank of suitlable capacity at suitable location as directed including providing CI 100 mm dia ventilating shaft of 1.8 m length and cowl at top, sewer line connections at inlet and outlet etc complete as per standard design and as directed.a) 25 Users |
| 202 | SUB HEAD - XVI : BOUNDARY WALL |
| 203 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of Soil |
| 204 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 205 | Providing and laying in position plain cement concrete 1:4:8 (1 cement : 4 river sand : 8 graded stone aggregate using 40mm nominal size) excluding the cost of centering and shuttering all work upto plinth level etc. complete. |
| 206 | Providing and laying cement concrete 1:2:4 (1 cement : 2 river sand : 4 graded stone aggregate 20 mm nominal size) in, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing. |
| 207 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 208 | (a) All works upto plinth level.Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 209 | All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum |
| 210 | Add for using extra cement in the items of design mix over and abovethe specified cement content therein. |
| 211 | Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete at all levels. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 212 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 213 | Foundations, footings, bases of columns, etc. for mass concrete |
| 214 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 215 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 216 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 river sand) |
| 217 | Steel work welded in built up sections / framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.a) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 218 | 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 river sand). |
| 219 | 15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 river sand). |
| 220 | Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 221 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 222 | Providing and fixing Pre moulded Joint filler, 25 mm thick bitumestic pad for expansion joint of boundary wall after making the joints dust free, all complete as per direction of the Engineer-in-Charge. |
| 223 | Providing and fixing weep holes in RR masonry /Brick wall / RCC walls by using 100mm dia PVC pipe and coarse aggregate complete including cutting. Placing and finishing the edges. |
| 224 | SUB HEAD - XVII : EXTERNAL WATER SUPPLY |
| 225 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipoes, having thermal stability for hot & cold water supply including all CPVC plan and brass threaded fittings. This includes jointing of pipes and fittings with one step CPVC solvent cement, treanching, refilling and testing of joints, complete as per direction of Engineer-in-Charge. |
| 226 | (a) 50 mm dia nominal dia pipe |
| 227 | (b) 32 mm dia nominal dia pipe |
| 228 | (c) 20 mm dia nominal dia pipe |
| 229 | Making connection of GI distribution branch with GI main of following sizes by providing and fixing tee, including cutrting and threading the pipe etc. complete all as specified and as directed by Engineer-in-Charge. |
| 230 | (a) 50 to 80 mm nominal bore. |
| 231 | Providing & fixing gunmetal gate valve with C.I wheel of approved quality (screwed end). |
| 232 | a) 50 mm nominal bore |
| 233 | (b) 32mm nominal bore |
| 234 | (c) 20mm nominal bore |
| 235 | Providing and fixing gun metal non- return valve of approved quality (screwed end) :50 mm nominal bore |
| 236 | (a) 50 mm dia nominal bore (Horizontal). |
| 237 | (b) 50 mm dia nominal bore (Vertical). |
| 238 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 river sand) for sluice valve,with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 river sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 river sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 river sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 239 | SUB HEAD - XVIII : FIRE SAFETY & SIGNAGE |
| 240 | Supply & Installation of Carbon-di-oxide type fire extinguisher of 4.5 kgs. Capacity, CO2 gas filled in brand new seamless cylinder with powder coated finish, made out of Manganese steel, with all accessories etc. complete, confirming to IS:15683 |
| 241 | Supply & Installation of Powder Type fire extinguisher of 9 Ltrs. Capacity, filled (MAP 50) Stored pressure type portable ISI and CE markeds cylinder with powder coated finish, made out of Manganese steel, with wheel type valve, discharge nozzle, bend & horn, wal mounting bracket etc. complete confirming to IS: 2878. |
| 242 | Supply and fixing of S.S. Signage Systems for the exit signs, warning sign, the staircase signs, the fire exit signs, other emergency signs & the fire extinguisher signs like (Make : CEASE FIRE/equivalent) as recommended by Engineer-in-charge. |
| 243 | SUB HEAD - XIX : INTERNAL ELECTRIFICATION |
| 244 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required.(NOTE - Colour code shall be maintain as per IE rule for all schedule items and including resistance test, wiring diagram and inventory) shall be made after completion,complete all as specified and as directed. |
| 245 | (a) One light point controlled by one 6 A one way switch. |
| 246 | (b) One ceiling fan point controlled by one 6 A Switch and electronic fan regulator of 100W step type with concealed MS Fan hook box. |
| 247 | (c) One Exhaust fan point controlled by one 6A Switch |
| 248 | Supplying and fixing following modular switch/ socket on the existing modular plate and switch box including connection but excluding modular plate etc. as required, complete all as specified and as directed. |
| 249 | (a) 3 Pin 5/6 A Switch |
| 250 | (b) 3 Pin 5/6 A socket outlet |
| 251 | Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. |
| 252 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. |
| 253 | Supply andf fixing LED light fixtures on wall/ Ceiling including all fixing accesssories, complete as required. The fixtures shall be complete with all prewired upto the terminal block. All fixtures shall be supplied with lamps. The Catalogue Numbers refers to Philips Make, complete all as specified and as directed. |
| 254 | 40W LED luminaire 4ft LED Luminaire smart bright Xtra, extruded aluminium batten for continuous operation suitable for surface, wall or conduit mounting, (Philips : BN100C LED 40S-6500 PSU L120 GR) or equivalent approved make,comnplete all as specified and as directed. |
| 255 | 20W LED luminaire 2ft LED Luminaire surface mounting general purpose in extruded aluminium housing with wide range of wattages to suite variety of application area, batten fittings for continuous operation suitable for surface, wall or conduit mounting, (Havells cat part no : LUMILINEPLUSNEOBS18WLED830SPCSSIND) or equivalent approved make,comnplete all as specified and as directed. |
| 256 | 20W LED, 240 Volt, 50 Hz, luminaire sleek surface Pro stylish metal surface mounted downlighter suitable for different open ceilling applications. Wider range of lumen packs and ccts make it suitable for most of the indoor applications, complete all as directed. (Philips- SM296C LED20S-6500 PSU WH) or equivalent approved make. |
| 257 | 20W Endrural LED Bulkhead fittings Pressure cast housing well glass robust and reliable IP66 and IK08 protected LED luminaire with PDC housing and polycarbonate difuser suitable for wall and ceiling mounting, Philips model No- WT202W LED6S CW PSU S2 PC or equivalent approved make, complete all as specified and as directed. |
| 258 | Supply, Installation, Testing and Commissioning of ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. metal( Aluminium alloy) blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, steel/Al body Power Factor not less than 0.9, Service Value 63(CM/M/W) minimum as below, 350 RPM (tolerance as per IS : 374-2019), THD (Total Harmonic Distortion) less than 10%, suitable for operation with regulator for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 0C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC supply, Ceiling Fan compliant to IS 374:2019 fan i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required. (a) 1200mm, service value ≥ 6.0 CM/Min/Watt, air delivery 210 CM/Min (Minimum) |
| 259 | Supply of Exhaust fan of 300 mm sweep with Metalic blades and MS gravity louvers including all accessories / Installation materials required. |
| 260 | Installation, Testing and Commissioning of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. |
| 261 | (a) Upto 450 mm sweep. |
| 262 | Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.) |
| 263 | (a) 4 way (4 +12) Double door |
| 264 | (b) 12 way (4 + 36) Double door |
| 265 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 266 | (a) MCB Single pole |
| 267 | (b) MCB Single pole and neutral |
| 268 | (c) Double pole |
| 269 | (d) MCB Triple pole and neutral |
| 270 | Supply and fixing following four pole (Three phase and neutral), 415 Volts, residual current circuit breaker (RCCB) having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required and asa directed by Engineer-in-Charge. |
| 271 | (a) 63 A |
| 272 | SUB HEAD - XX : POWER WIRING |
| 273 | Wiring for circuit/submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface /recessed medium class PVC conduit as required. (NOTE - Colour code shall be maintain as per IE rule for all schedule items and including resistance test, wiring diagram and inventory shall be made after completion,complete all as specified and as directed.) |
| 274 | (a) 2 runs x 1.5 Sqmm and 1 x 1.5 Sqmm earth wire (For Socket/light Circuit) |
| 275 | (b) 2 runs x 2.5 Sqmm and 1 x 2.5 Sqmm earth wire (For Socket/light Circuit) |
| 276 | (c) 2runs of 4 Sq.mm wires with 1run of 4 Sq.mm wire in and including 25mm dia PVC Conduit (For Power Sockets). |
| 277 | (d) 2runs of 6Sq.mm wires with 1run of 6 Sq.mm wire in and including 25mm dia PVC Conduit. (For AC Sockets). |
| 278 | (e) 4 runs of 6 Sq.mm wires with 2 runs of 6 Sq.mm wires in and including 32 mm Dia PVC Conduit (For Lighting Sub Mains) |
| 279 | (f) 4 runs of 10 Sq.mm wires with 2 runs of 6 Sq.mm wire in and including 32 mm Dia PVC Conduit (For Power Sub Mains) |
| 280 | Supplying and fixing following modular switch/ socket on the existing modular plate and switch box including connection but excluding modular plate etc. As required. |
| 281 | (a) 15/16 Amp Switch |
| 282 | (b) 3 Pin 15/16 A socket outlet |
| 283 | Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc. as required. |
| 284 | (a) 2 Module (75 MM x 75MM) |
| 285 | (b) 3 Module (100 MM x 75MM) |
| 286 | (c) 4 Module (100 MM x 75MM) |
| 287 | (d) 6 Module (200 MM x 75MM) |
| 288 | (e) 8 Module (125 MM x 125MM) |
| 289 | Supply and fixing following Modular base & cover plate on existing modular metal boxews etc. as required. |
| 290 | (a) 1 or 2 Module |
| 291 | (b) 3 Module |
| 292 | (c) 4 Module |
| 293 | (d) 6 Module |
| 294 | (e) 8 Module |
| 295 | Supplying and fixing of factory made 32A, 415 volt,Three phase & Neutral industrial type socket outlet, with 4 pole and earth, Metal enclosure plug and top alongwith 32 Amps “C” curve TP MCB , in sheet steel ewnclosure, on surface or in recess, with chained metal cover for the socket outlet and complete with connections, testing and commissioning etc. As required. |
| 296 | Supply and fix Sheet metal box enclosure suitable size for fixing the MCCB of capacity 100 Amps rated 4 pole, 415 Volts including necessary connnection, complete all as directed. (100 Amps MCCB shall be measured and paid separately for main incoming to UPS). |
| 297 | Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connection etc., as required complete all as specified and as directed. |
| 298 | 100A,30KA, FPMCCB |
| 299 | 250A, 50KA, FPMCCCB |
| 300 | Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required |
| 301 | Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 302 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 Meter long etc. with charcoal/ coke and salt as required. |
| 303 | Supplying and laying 6 SWG G.I. wire at 0.50 Meter below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required. |
| 304 | Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. |
| 305 | SUB HEAD - XXI : EXTERNAL ELECTRIC SUPPLY |
| 306 | Supply, installation, Testing and Commissioning of LT Feeder Pillar Box (FPB) out door type, Double Door, weather proof, 3 phase and Neutral 415V 4 wire Free Standing Floor mounted MV panel made out of 2mm thick CRCA/Galvanised steel enclosure for main frame and 1.6mm thick partitions and shall have IK Certification as per IEC 62262 for mechanical strength/ruggedness, after seven tank process and painting with Epoxy powder coating. The panel shall consist of 400 Ampse rated TPN Aluminium busbar (R,Y,B,N) (at the rating of 0.8A/Sq.mm) supported with DMC/ SMC barriers and color coded with Heat shrinkable sleeves. The Metering shall be provided as specified. The panel shall have Short circuit withstanding capacity of minimum 35KA and consist of the switchgear as mentioned below.The panel shall be got fabricated from manufacturers as per IEC 61439(Part-1&2). out door FPB shall have IP-65 protection and Enclosure shall be powder coated with RAL-7035 coat with matt finish. Design ambient temperature shall be 50 degree centrigrade. No use of hygroscopic material like FRP/Hylam/Bakellite sheet inside the panel for partitions or any other purpose. |
| 307 | The PCC shall have at least two spare cubicles. The size of all Panel Mounting Meters shall be 96X96mm. The Panels shall be mounted on 75MM U channels including supply and fixing of the same. Every MCCB shall be provided with ON/OFF /Trip Indication lamps of LED type. MCCBs shall be provided with Digital type Ammeter of suitable range along with CTs. All MCCBs shall be provided with ON/OFF/TRIP indication lamps and shunt trip coils. All MCCB of rating 160A and above shall be with Micro processor releases and MCCBs below 160A shall be with adjustable thermal magnetic based releases. All MCCBs shall be over load & short circuit releases with Icu=100% Ics. All CTs/CBCT |
| 308 | Contd ... shall be resin cast type. All Controlling wiring shall be FRLS cables, all the bus bar sleeves shall be Heat shrinkable kits. Panels shall have form 4b/form 3b construction as per the requirement. MCCBs shall conform to IEC 60947 (part 1&2), shall be suitable for rated system voltage 690V, Insulation voltage 1000V and Impulse withstand of 12KV. In case of 4 pole MCCB, neutral rating shall be 100% of phase. MCCBs shall have same height & depth for entire range irrespective of frame size. MCCBs shall have Icu=Ics=Icw (Icw rating shall be for 1 sec). MCCB release shall be provided with built-in LCD display for following: Current measurement and display with bar graph, date & time stamping for events, last trip data & last 20 trip data. Release shall have over temp. protection. Panel Front side Glass to be provided for clear visibility for each section. |
| 309 | Contd ... For MCCB with Microprocessor based release : A common indication LED for internal temp/ fault/alarm . MCCB should have in-built feature of logical selectivity by which it can give a time delay of 50msec between upstream and downstream MCCB.The microprocessor based release should have the following settings:• Overload Settings: 0.4 to 1 times of Ir• Short Circuit Settings: 1.25 to 10 times of Ir.• Earth fault Settings: 0.2 to 1 times of In.• Neutral protection settings: 0 – 50% – 100%Ir. • Manually closing mechanism should be accommodated in a Moulded housing of robust and vermin-proof construction. • MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open)• The tripping devices shall be ambient temperature compensated type. The insulating case shall be made of high strength heat resistant and flame retardant thermosetting insulating material. ( FPB Tapping Point to FPB Near Bldg). Contd... |
| 310 | INCOMING :- |
| 311 | (a) 250 Amp motorised automatic changeover with controller with voltage sequence rela , auxilliary contator auto manual selector switc wit 3 elemination push button . - 01 No |
| 312 | (b) 4 pole TPN MCCB, with Microprocesssor release with O/c, S/c , earth fault relay with 250Amps, 35kA, TP - 1 Nos |
| 313 | (c) Incomer shall have one set of the following items: |
| 314 | (d) 0 - 500V Digital Volt meter - 1No. |
| 315 | (e) 0 – 400A Digital Ammeter- 1 No. |
| 316 | (f) Multi function digital meter of suitable range to read Volt,Amp, KVA, KVAH, KWAH, KW, KVAR, PF, Hz etc and LED display with required Nos CTs, 15 VA, class 1 class and control circuit wiring with MCBs - 1 No. |
| 317 | (g) One Set of Indication Lamps, LED type, R,Y,B and breaker 'ON' , 'OFF', 'TRIP' & spring charged lamps. Suitable for remote operation |
| 318 | BUS BAR |
| 319 | FP Alluminium busbar of 400A with 50 KA fault level capacity, mounted on non-hygroscopic, glass fibre reinforced insulators-1Set |
| 320 | OUTGOINGS :- |
| 321 | (a) 3 pole with contact MCCB 100A, 25KA 4 Pole (Thermal Magnetic Release)- 01 No |
| 322 | (b) 63A 4 pole with MCCB, 10KA 4 Pole (Thermal Magnetic Release)- - 02 Nos |
| 323 | (c) 40A, 10KA TPN MCB- 0 Nos |
| 324 | (d) 32A, 10KA TPN MCB- 01 Nos |
| 325 | ( e) Control cable lot |
| 326 | (f) Two numbers 50mm X 6mm GI earthing terminals - one on each side of the panel with earth strip run inside the panel |
| 327 | (g) 40 A, 10 kA TPN MCB inclusive of Timer , auxilliary control relay all nessary for street Light ckt . |
| 328 | Supply, testing and commissioning of following size 1.1KV (E) grade XLPE insulated armoured aluminium/Copper conductor under ground cable, The cable shall conform to IS 7098/ Part I. complete all as specified and as directed. |
| 329 | (a) 95 Sqmm 3.5 Core Aluminium |
| 330 | (b) 50 Sqmm 3.5 Core Aluminium |
| 331 | (c) 16 Sqmm 4 Core Aluminium |
| 332 | (d) 10 Sqmm 4 Core Copper |
| 333 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. (Note - Cable route indicator shall be provided as per IE rule) |
| 334 | (a) Upto 35 sq. mm |
| 335 | (b) Above 35 sq. mm and upto 95 sq. mm |
| 336 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1100 volts grade of following size in the existing RCC/HUME/METAL pipe as required. |
| 337 | (a) Upto 35 sq. mm |
| 338 | (b) Above 35 sq. mm and upto 95 sq. mm |
| 339 | Supplying and making straight through joint with heat shrinkable kit including ferrules and other jointing materials for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. |
| 340 | (a) 95 Sqmm 3.5 Core Aluminium |
| 341 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 Meter long etc. with charcoal/ coke and salt as required. |
| 342 | Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. |
| 343 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm), complete all as specified and as directed. |
| 344 | Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosurewith cover plate having locking arrangement and watering pipeof 2.7 metre long etc. with charcoal/ coke and salt as required. |
| 345 | Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm) complete all as specified and complete all as specified and as directed. |
| 346 | Providing and fixing 25mm X 5 mm copper strip on surface or in recess for connections etc. as required. |
| 347 | Maintenance free Earthing: |
| 348 | Supply, installation and testing of maintenance free chemical Earthing using copper bonded steel rod 17.2mm dia, 2.4 metres long and using groung enhancing artificial soil treatment chemical compound, TFRFC & Earthcon, having essential chemical ingradients, such as ionic cxhemicals, disperson chemicals, expansion chemicals, diffusion chemicals and hygroscopic chemicals, to provide stable low resistance in the earth terminal to make it maintenance free, (the Earth terminal ahall consist of 3 Nos separate earth pits for each down conductor) as per IEEE 80-2000 14.5D clause, complete all as specified and as directed by Engineer-in-Charge. |
| 349 | Area Lighting: |
| 350 | Supply of conical GRP Poles of 3000mm long with 99mm &136mm top and bottom flange 300mmx300mm, with suitable 50mm-cable inserts for three phase 4-core 25sq.mm incoming & outgoing armoured cables & 2nos 40 mm dia GI Pipe. The Pole to be also provided with single Arm GRP Bracket of 1000mm long along with 3C x 2.5Sqmm Flexible Copper conductor from junction Box/Terminal Box to Light fixture, FRP weather proof junction(if required) and 24 watt high power LED light fixture along its driver i IP65 Class-I enclosure.Light fixture similar to Make: Philips, model: BRP320 1x24LED-HP/CW PSU GR or equivalent. Pole Model similar to Make: Bajaj, model No. BOP-3030 or equivalent. |
| 351 | Erection of metalic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required. |
| 352 | Providing spiral coil earthing with 8 SWG G.I wire including spreading os salt and charcoal as per IS: 3043-87 with lastest ammendments, complete all as specified and as directed. |
| 353 | Lightning protection items: |
| 354 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 Meter long etc. with charcoal/ coke and salt as required. |
| 355 | Providing and fixing G.I tape 20mm X 3mm thick on parapet or surface of wall for lightning conductor complete as required.(For horizontal run). NOTE- all GI tape shall be fixing with DMC Insulated Supports, complete all as specified and as directed. |
| 356 | Providing and fixing G.I tape 20mm X 3mm thick on parapet or surface of wall for lightning conductor complete as required.(For vertical run). NOTE – all GI tape shall be fixing with DMC Insulated Supports, complete all as specified and as directed. |
| 357 | Providing and fixing testing , joint, made of 20mm X 3mm thick GI strip, 125mm long, with 4 nos. Of GI bolts, nuts, check nuts,and spring washers etc. Complete as required. |
| 358 | Providing and fixing of lightning conductor finial, made of 25mm dia 300mm long, GI tube having single prong at top, 85mm dia 6mm thick GI base plate including holes etc. complete all as specified and as directed. |
| 359 | Supply and fix single pointed Air Termination aluminium rod 12mm dia, 300mm long,complete all as specified and as directed. |
| 360 | SUB HEAD - XXII : ARBORICULTURE |
| 361 | Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cost of plant & water)Trees Plant |
| 362 | Providing and stacking of Plumeria alba of height 120-135 cm. with 2-3 branches in bags of size 30 cm as per direction of the officer-in-charge |
| 363 | Providing and stacking of Magnolia grandiflora of height 150-165 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge. |
| 364 | Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) :Screened through sieve of I.S. designation 4.75 mm |
| 365 | Providing and stacking of Bauhinia tomentosa (yellow) of height 60-75 cm. in earthen pots of size 20 cm as per direction of the officer-in-charge |
| 366 | Providing and stacking of Cestrum nocturnum (Raat ki Rani) of height 60- 75 cm. with 4-5 branches in bag of size 25 cm as per direction of the officer-in-charge. Please Enable Macros to View BoQ information |
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