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| Sl. No. | Item Description |
| 1 | CIVIL WORKS |
| 2 | SUB HEAD - I : EARTH WORK 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 |
| 3 | 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) |
| 4 | 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) 450mm dia. |
| 5 | 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 |
| 6 | Single pile upto 50 tonne Safe capacityInitial test (Test Load 2.5 times the Safe capacity). |
| 7 | Single pile upto 50 tonne Safe capacityRoutine test (Test Load 1.5 times the Safe capacity). |
| 8 | 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. |
| 9 | 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. |
| 10 | SUB HEAD- II : ANTI-TERMITE TREATMENTSupplying chemical emulsion in sealed containers including delivery as specified.Chlorpyriphos/Lindane emulsifiable concentrate of 20% |
| 11 | Diluting and injecting chemical emulsion for Post Construction anti-termite treatment (excluding the cost of chemical emulsion) : |
| 12 | 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. |
| 13 | 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. |
| 14 | SUB HEAD - III : PLAIN AND REINFORCED CEMENT CONCRETE WORKProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 15 | 1:4:8 (1 cement : 4 river sand : 8 graded stone aggregate 40 mm nominal size) |
| 16 | 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. |
| 17 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size) including mixing water proofing material in cement concrete work @ 1 kg per 50kg of cement.and a coat of residual petroleum bitumen of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. |
| 18 | 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. |
| 19 | (a) All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 20 | (b) All works above plinth level upto floor V level. Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 21 | Add for using extra cement in the items of design mix over and abovethe specified cement content therein. |
| 22 | 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. |
| 23 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 24 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 25 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 26 | Suspended floors, roofs, landings, balconies and access platform. |
| 27 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 28 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 29 | Stairs, (excluding landings) except spiral-staircases |
| 30 | Edges of slabs and breaks in floors and wallsUnder 20 cm wide |
| 31 | 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) |
| 32 | SUB HEAD - IV : BRICK WORKBrick 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) |
| 33 | 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) |
| 34 | SUB HEAD - V : FLOORINGProviding 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. |
| 35 | 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. |
| 36 | Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarsesand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.Glazed Vitrified tiles Matt/Antiskid finish of sizeSize of Tile 600 x 600 mm. |
| 37 | SUB HEAD - VI : DOOR, WINDOW AND STEEL WORKProviding and fixing stainless steel ( Grade 304) 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-in-charge,(for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 38 | 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 |
| 39 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).Second class teak wood. |
| 40 | 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 wood 50x12 mm |
| 41 | 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. |
| 42 | 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. |
| 43 | 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) |
| 44 | 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) |
| 45 | Providing and fixing glazing in aluminium door, window, ventilator 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). |
| 46 | 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). |
| 47 | Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts completeGalvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides. |
| 48 | Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge.Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side |
| 49 | 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. |
| 50 | 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.250x16 mm |
| 51 | 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 : |
| 52 | 200x10mm |
| 53 | 150x10mm |
| 54 | 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 |
| 55 | 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 |
| 56 | SUB HEAD - VII : FINISHING6mm cement plaster with cement mortar 1:3 (1 cement : 3 river sand) |
| 57 | 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 river sand) |
| 58 | 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). |
| 59 | Extra for providing and mixing water proofing material in cement per bag plaster work in proportion recommended by the manufacturers. |
| 60 | 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. |
| 61 | 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 |
| 62 | 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) |
| 63 | 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. |
| 64 | 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. |
| 65 | SUB HEAD - VIII : ROOFING & WATER PROOFINGProviding 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 :With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 66 | Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main “T” runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross “T” of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200mm long spaced between main “T” at 600 mm center to center to form a grid of 1200x600 mm and secondary cross “T” of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for serviceslike diffusers, grills, light fittings, fixtures, smoke detectors etc. Main “T” runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge.12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16 mm thick fire retardant PVC film on the face side and 12 micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. |
| 67 | Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per sqm including both side) consisting of main ‘T’ runner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross “T” of size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between main’T’ at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross ‘T’ of length 600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x600 mm panel to from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre-coated steel of size(24x24X3000 mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick densified edges calicum silicate ceiling tiles of approved texture in the grid, including, cutting/ making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required. Main ‘T’ runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200mm centre to centre along main ‘T’. Bottom exposed with 24 mm of all T-sections shall be pre-painted with polyster baked paint, for all heights, as per specifications, drawings and as directed by Engineer-in-Charge.Note :- Only calcium silicate false ceiling area will be measured from wall to wall. No deduction shall be made for exposed frames/opening (cut outs) having area less than 0.30 sqm.The calcium silicate ceiling tile shall have NRC value of 0.50 (Minimum), light reflection > 85%, non- combustible as per B.S. 476 part IV, 100% humidity resistance and also having thermal conductivity <0.043 w/mK. |
| 68 | 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 speccials.(i) Single socketed pipes.110 mm diameter |
| 69 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. |
| 70 | SUB HEAD - IX : FENCINGEarth 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 |
| 71 | 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. |
| 72 | 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. |
| 73 | (b) 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 74 | 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. |
| 75 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 76 | Foundations, footings, bases of columns, etc. for mass concrete |
| 77 | 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 coarse sand). |
| 78 | 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) |
| 79 | 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. |
| 80 | 12 mm cement plaster 1:3 (1 cement: 3 fine sand) finished with a floating coat of neat cement. |
| 81 | Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 82 | 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. |
| 83 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-chargeMade of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade. |
| 84 | Providing and fixing weep holes in RR masonry / RCC walls by using 100mm dia PVC pipe and corase aggregate complete including cutting. Placing and finishing the edges. |
| 85 | SUB HEAD - X : CABLE TRENCH 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 |
| 86 | 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 |
| 87 | 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. |
| 88 | 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, PortlandPozzolana / 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 impairingstrength; 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.All works upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum. |
| 89 | Add for using extra cement in the items of design mix over and abovethe specified cement content therein. |
| 90 | 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). |
| 91 | 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. |
| 92 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 93 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 94 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 95 | 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 |
| 96 | 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. |
| 97 | 12 mm cement plaster 1:3 (1 cement: 3 river sand) finished with a floating coat of neat cement. |
| 98 | SUB HEAD - XI : HARDSTANDINGEarth 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 |
| 99 | 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. |
| 100 | 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 |
| 101 | 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 paver finisher 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. |
| 102 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :Foundations, footings, bases of columns, etc. for mass concrete. |
| 103 | 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. |
| 104 | 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). |
| 105 | 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) |
| 106 | Dry stone pitching 22.5 cm thick laid in courses and required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm including preparing the bedding surface etc. all complete. (Payment for Stone to be made separately) |
| 107 | SUB HEAD - XII : INTERNAL ELECTRIFICATIONWiring 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. |
| 108 | (a) One light point controlled by one 6 A one way switch. |
| 109 | (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. |
| 110 | Wiring for control one light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, controlled by two, two way modular switch, modular plate, suitable GI Box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required including connections. (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.) |
| 111 | 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. |
| 112 | (a) 3 Pin 5/6 A Switch |
| 113 | (b) 3 Pin 5/6 A socket outlet |
| 114 | Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. |
| 115 | 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. |
| 116 | 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. |
| 117 | (a) 20W LED light fitting 2ftx2ft fully recessed mounted luminaire high transmitive diffuser suitable for indoor spaces complete as specified as per Make Philips : RC370B LED 36S-6500 G6 L60W60 PSU OD S6) or equivalent to approved make. |
| 118 | (b) 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 to approved make. |
| 119 | (c) 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. |
| 120 | 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) |
| 121 | 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.) |
| 122 | (a) 4 way (4 +12) Double door |
| 123 | (a) 6 way (4 +18) Double door |
| 124 | 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. |
| 125 | (a) MCB Single pole |
| 126 | (b) MCB Single pole and neutral |
| 127 | (c) MCB Triple pole and neutral |
| 128 | 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. |
| 129 | (a) 40 A |
| 130 | (a) 63 A |
| 131 | SUB HEAD - XIII : POWER WIRING 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, Contd... |
| 132 | Contd... 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 50KA and consist of the switchgear as mentioned below. Contd... |
| 133 | Contd... 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. Contd... |
| 134 | Contd 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. Contd... |
| 135 | Contd... 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 Contd... |
| 136 | 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. Contd... |
| 137 | Contd... 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. Contd... |
| 138 | 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. Contd... |
| 139 | Contd... 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. Contd... |
| 140 | Contd...• 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) Contd... |
| 141 | Contd… • 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… |
| 142 | INCOMING :- |
| 143 | (a) ATS Switch 630 Amps Capacity 4 Pole 50 KA. - 01 No (compling to AC33A duty, neutral overlapping, IEC 60947-6) |
| 144 | (b) MCCB, with Microprocesssor release with 630Amps, 50kA, TP - 2 Nos (Main supply and DG Supply) |
| 145 | (c) Incomer shall have one set of the following items: |
| 146 | (d) 0 - 500V Digital Volt meter - 1No. |
| 147 | (e) 0 – 400A Digital Ammeter- 1 No. |
| 148 | (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. |
| 149 | (g) One Set of Indication Lamps, LED type, R,Y,B and breaker 'ON' , 'OFF', 'TRIP' & spring charged lamps. |
| 150 | BUS BAR |
| 151 | FP Alluminium busbar of 630A with 50 KA fault level capacity, mounted on non-hygroscopic, glass fibre reinforced insulators-1Set |
| 152 | OUTGOINGS :- |
| 153 | (b) MCCB TP 400A, 35KA- 01 Nos(1 Spare) |
| 154 | (b) MCCB TP 200A, 25KA- 02 Nos(1 Spare) |
| 155 | (d) MCCB TP 100A, 25KA - 04 Nos (2 Spare) |
| 156 | (d) MCB TPN 32A, 10KA - 02 Nos (1 Spare) |
| 157 | (e) Free SpareBox - 2 Nos |
| 158 | (f ) 01 Lot of control wiring & outgoing feeder indication lamps 01 Set of designation plates. |
| 159 | (g) Two numbers 50mm X 6mm GI earthing terminals - one on each side of the panel with earth strip run inside the panel |
| 160 | (h) Providing Timer switch for street Light. |
| 161 | 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.) |
| 162 | (a) 2 runs x 1.5 Sqmm and 1 x 1.5 Sqmm earth wire (For 5A Socket/light Circuit) |
| 163 | (b) 2 runs x 2.5 Sqmm and 1 x 2.5 Sqmm earth wire. |
| 164 | (c) 2runs of 4 Sq.mm wires with 1run of 4 Sq.mm wire in and including 25mm dia PVC Conduit. |
| 165 | (d) 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) |
| 166 | Supplying and fixing following modular switch/ socket on the existing modular plate and switch box including connection but excluding modular plate etc. As required. |
| 167 | (a) 15/16 Amp Switch |
| 168 | (b) 3 Pin 15/16 A socket outlet |
| 169 | Supplying and fixing 20 A, 240 V, SPN Industrial type socket outlet, with 2 pole and earth, metal enclosed plug top along with 20 A \\"C\\" curve, SP, MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required. |
| 170 | Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc. as required. |
| 171 | (a) 2 Module (75 MM x 75MM) |
| 172 | (b) 3 Module (100 MM x 75MM) |
| 173 | (c) 4 Module (100 MM x 75MM) |
| 174 | (d) 6 Module (200 MM x 75MM) |
| 175 | (e) 8 Module (125 MM x 125MM) |
| 176 | Supply and fixing following Modular base & cover plate on existing modular metal boxews etc. as required. |
| 177 | (a) 1 or 2 Module |
| 178 | (b) 3 Module |
| 179 | (c) 4 Module |
| 180 | (d) 6 Module |
| 181 | (e) 8 Module |
| 182 | Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with two numbers GI Suspenders i/c base of suitable size GI angle, GI bolts & nuts, fastner etc as required.100 mm width X 50 mm depth X 1.6 mm thickness. |
| 183 | 150 mm width X 50 mm depth X 1.6 mm thickness. |
| 184 | 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. |
| 185 | Supply and fix enclosure box superior Aesthetics suitable 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) |
| 186 | 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. |
| 187 | MCCB 100 A,30KA, 50Hz, 4 Pole. |
| 188 | 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. |
| 189 | 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. |
| 190 | Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. |
| 191 | SUB HEAD - XIV : LIGHTNING PROTECTION SYSTEM 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. |
| 192 | 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. |
| 193 | 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. |
| 194 | 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. |
| 195 | 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. |
| 196 | Fixing of lightning conductor finial (single prong) with base plate including holes etc. complete as required. |
| 197 | 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. |
| 198 | SUB HEAD - XV : EXTERNAL ELETRIFICATION 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. |
| 199 | (a) MCCB 630 A,35KA, 50Hz, 4 Pole. |
| 200 | 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. |
| 201 | (a) 185 Sqmm 3.5 Core Aluminium |
| 202 | (b) 16 Sqmm 4 Core Aluminium |
| 203 | (c) 6 Sqmm 4 Core Aluminium |
| 204 | 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) |
| 205 | (a) Upto 35 sq. mm |
| 206 | (b) Above 95 sq. mm and upto 185 sq. mm |
| 207 | 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. |
| 208 | (a) Upto 35 sq. mm |
| 209 | (b) Above 35 sq. mm and upto 95 sq. mm |
| 210 | Earthing with copper 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 metre long etc. with charcoal/ coke and salt complete all as specified and complete all as specified and as directed. |
| 211 | Providing maintenance free Earth station with consisting of - 65mm dia, standard length (as per equipment supplier) electrode capsule, filled with earth enhancing compound, seald at both ends and brazed lead for connection at one end, suitable for direct installation at site, at a depth of 2.5mtrs and including Earth enhancement compound upto a depth of 2.0meters arround the electrode capsule, Brick chamber & CI Cover complete. |
| 212 | 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. |
| 213 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. complete all as specified and as directed. |
| 214 | 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. |
| 215 | Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required. |
| 216 | Area Lighting: |
| 217 | 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. |
| 218 | 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. |
| 219 | 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. |
| 220 | Fire Safety & Sinage |
| 221 | 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 |
| 222 | 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. |
| 223 | Supply and fixing of Photo Luminescent Signage Systems for escape signages 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). Please Enable Macros to View BoQ information |
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