Uttar Pradesh Projects Corporation Limited has published Construction Of Mp Hall, Open Gym And Devlopment Works At Jnv.. Submission Date for this Tender is 21-11-2022. Building Work Tenders in koderma Jharkhand. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | MP Hall |
| 2 | Civil Work |
| 3 | Earth Work |
| 4 | 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. |
| 5 | .All kinds of soil. |
| 6 | 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 upto 50 m and lift upto 1.5 m. |
| 7 | Supplying and filling in plinth with sand under floors, including watering, ramming,consolidating and dressing complete. |
| 8 | 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. |
| 9 | Concrete Work |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:5:10 (1 cement : 5 coarse sand (zoneIII)derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 11 | 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 derived from natural sources) |
| 12 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer"s specification. |
| 13 | Providing & applying a coat of residual petroleum bitumen of grade 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. |
| 14 | Making plinth protection 50mm thick of cement concrete 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) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand,including necessary excavation,levelling & dressing & finishing the top smooth. |
| 15 | Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 16 | Reinforced Cement Concrete |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 18 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 19 | Suspended floors, roofs, landings, balconies and access platform. |
| 20 | Lintels, beams, plinth beams, girders, bressumers |
| 21 | Columns,Pillars, Piers, Abutments, Posts and Struts. |
| 22 | Edges of slabs and breaks in floors and walls Under 20 cm wide. |
| 23 | 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) |
| 24 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 25 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500 D or more. |
| 26 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 27 | 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. |
| 28 | All works upto plinth level |
| 29 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 30 | (i) R.C.C. work in Footing |
| 31 | (ii) R.C.C. work in Beam |
| 32 | (iii) R.C.C. work in Columns |
| 33 | All works above plinth level upto floor V level |
| 34 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 35 | (i) R.C.C. work in Lintel |
| 36 | (ii) R.C.C. work in Beam |
| 37 | (iii) R.C.C. work in Columns |
| 38 | (iv) R.C.C. work in Slab |
| 39 | Masonry Work |
| 40 | 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 level.Cement mortar 1:4 (1 cement :4 coarse sand) |
| 41 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. |
| 42 | Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in superstructure above plinth level up to floor V levelin : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 43 | Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in foundation and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 44 | Cladding Work |
| 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 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. |
| 46 | Area of slab upto 0.50 sqm |
| 47 | Area of slab over 0.50 sqm |
| 48 | Providing edge moulding to 18mm thick marble stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. |
| 49 | Granite work |
| 50 | Extra for fixing marble /granite stone over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive including cleaning etc. complete. |
| 51 | Extra for providing opening of required size & shape for wash basins/ kitchen sink in kitchen platform, vanity counters 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. |
| 52 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 53 | Wood and PVC Work |
| 54 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: |
| 55 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 56 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). |
| 57 | Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). |
| 58 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding. |
| 59 | Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete. |
| 60 | 300 mm weighing not less than 200 gms |
| 61 | 250 mm weighing not less than 150 gms |
| 62 | Providing and fixing aluminium hanging floor door stopper 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. Twin rubber stopper |
| 63 | Providing and fixing PVC rigid foam sheet 1 mm thick on existing door shutters (bathroom and W.C. doors) using synthetic rubber based adhesive. |
| 64 | Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete. With 12 mm mild steel U beading |
| 65 | Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. (a) 125 mm. |
| 66 | Providing & fixing Stainless steel sliding door 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 nuts and screws etc complete. (a) 250mm x 16mm . |
| 67 | Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete. |
| 68 | 300 x 10mm |
| 69 | 200 x 10mm |
| 70 | Steel Work |
| 71 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 72 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer |
| 73 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size |
| 74 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. |
| 75 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 76 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. |
| 77 | Hot finished seamless type tubes |
| 78 | Providing 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. |
| 79 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes. |
| 80 | Flooring |
| 81 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Medium shade pigment using 50% white cement 50% Grey cement |
| 82 | 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 |
| 83 | 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. |
| 84 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and matching pigment etc., complete. |
| 85 | 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 @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. (a) Size of Tile 600x600 mm |
| 86 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % andonforming 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 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm |
| 87 | Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. |
| 88 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent |
| 89 | Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved s;ze, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 90 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.. |
| 91 | ROOFING |
| 92 | FALSE CEILING |
| 93 | Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with ntermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer"s specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and irection of the Engineer in Charge but excluding the cost of painting with : |
| 94 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board withBIS certification marks) |
| 95 | 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, 1200 mm 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 toform 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 services like 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 50mm 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 byEngineer-in-charge. |
| 96 | GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece. |
| 97 | 12.5 mm thick square edge PVC LaminatedGypsum Tile of size 595x595 mm, made of Gypsum plasterboard,manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed withthe 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. |
| 98 | Supply & Fixing of Prepainted coloured Trapezoidal or approved profiled Sheeting 1000-1020 mm cover width, 28-30 mm high crests with subtle square fluting in the five pan at nominal 190-255 mm (as approved by EIC) centre-to-centre manufactured out of 0.50 mm TCT hi-tensile prepainted Zincalume /Galvalume steel (AZ-150 gsm. Aluminium –Zinc alloy metallic coating of total both sides 550 MPa yield stress as per AS-1397). Colour/ Exterior coat of RMP 20 micron top coat applied over 5 micron primer and a 5 micron polyester back coat applied over 5 microns primer OR equivalent coating/painting. The sheet shall have wide pans with stiffening ribs for effective water shedding and special male/female ends with full return legs on side laps for purlin support. The male end of the sheet shall have anti-capillary flute at side laps to prevent leakages. The sheet shall be fixed by means of anti corrosive approved make "Rust Shield" (Epoxy Polymer) coated self-drilling self tapping fasteners 12-14 X 55 mm with EPDM seals through crest for roofing and 12-24 X 20 mm through valley (pans) for wall cladding. The sheet shall be supplied in lengths maximum up to 6-12 meter long to suit site dimensions. The scope includes all sealing of joint, curves, edges or other accessories with silicon sealant. |
| 99 | Finishing |
| 100 | 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. 1:6 (1 cement: 6 coarse sand) |
| 101 | 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand). |
| 102 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand) |
| 103 | 6 mm cement plaster on celling (a) 1:3(1 cement:3 fine sand) |
| 104 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer. |
| 105 | Finishing walls with textured exterior paint of required shade: New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 106 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade. New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). |
| 107 | Applying priming coat: |
| 108 | With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) |
| 109 | With ready mixed red oxide zink chromate primer of approved brand and manufacture on steel galvanised iron/steel works. |
| 110 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer"s specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work |
| 111 | Painting withsynthetic enamel paint of approvedbrandand manufactureto give an even shade: |
| 112 | Two or more coats on new work. |
| 113 | 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. |
| 114 | Water Proofing |
| 115 | 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: |
| 116 | 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. |
| 117 | Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. |
| 118 | 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 Engineerin- charge. |
| 119 | Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- 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. |
| 120 | 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 : |
| 121 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 122 | STRUCTURAL GLAZING |
| 123 | Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). The weight of aluminium extruded section shall be taken for purpose of payment. |
| 124 | Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: (a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles,nuts, bolts, clamps etc., structural and weather silicone sealants,flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including: |
| 125 | (b)Fabricating and supplying serrated M.S. hot dip galvanised /Aluminium alloy of 6005 T5 brackets of required sizes, sectionsand profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers. |
| 126 | c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass. d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with |
| 127 | (e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporatingcurtain glazing to make it watertight.principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., |
| 128 | enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge.Note:- 1 |
| 129 | . The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this subhead. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves) on the external face shall be measured in sqm. up to two decimal places. |
| 130 | Note:-2. The following performance test are to be conducted on structural glazing system if area of structural glazing exceeds 2500 Sqm from the certified laboratories accreditated by NABL(National Accreditation Board for Testing and Calibration Laboratories), Department of Science & Technologies, India. Cost of testing is payable separately. The NIT approving authority will decide the necessity of testing on the basis of cost of the work, cost of the test and importance of the work. Performance Testing of Structural glazing system Tests to be conducted in the NABL accredited lab or by any other accreditation body which operates in accordance with ISO / IEC 17011 and accredits labs as per ISO/ IEC 17025. |
| 131 | 1. Performance Laboratory Test for Air Leakage Test (-50pa to - 300pa) & (+50pa to +300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr 2. Static Water Penetration Test. (50pa to 1500p) as per ASTME- 331-09 testing method for a range up to 2000 ml. 3. Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01- 05 testing method for a range upto 2000 ml 4. Structural Performance Deflection and deformation by static air pressure test (1.5 times design wind pressure without any failure) as per ASTME-330-10 testing method for arange upto 50 mm 5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test, Tests to be conducted on site. 6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000 ml |
| 132 | Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the rchitectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.25.2) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather siliconesealant) provided and fixed in position, shall be measured in sqm. Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20%, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. |
| 133 | Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer- in-Charge. |
| 134 | PLUMBING WORKS (MP HALL) |
| 135 | SUB HEAD (I) :- SANITARY FIXTURES |
| 136 | Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern including flush pipe with manually controlled device (handle lever) conforming to IS:7231, Parryware/Hindware/Seabird/Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required. |
| 137 | White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests |
| 138 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required. |
| 139 | W.C. pan with ISI marked white solid plastic seat and lid |
| 140 | Providingandfixing P.V.C. waste pipe forsink or wash basin including PVC waste fittings complete. |
| 141 | Flexible Pipe |
| 142 | 32 mm dia (for wash basin) |
| 143 | 40 mm dia(for sink and urinal) |
| 144 | Providing and fixing Stainless Steel A ISi 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : |
| 145 | Kitchen sink with drain board |
| 146 | 510x1040 mm bowl depth 250 mm |
| 147 | Kitchen sink without drain board |
| 148 | 610x510 mm bowl depth 200 mm |
| 149 | Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required : |
| 150 | Size 600x450x200 mm |
| 151 | Providing and fixing wash basin with C.I.brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern,includingpainting of fittings and brackets, cutting and making good the walls wherever required |
| 152 | White Vitreous china wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap |
| 153 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineerin- charge. |
| 154 | SUB HEAD (I) :- SANITARY FIXTURES |
| 155 | Providing & fixing C.P. Brass health faucet for ablution with 1 meter long PVC tube, hand shower, couplings, wall hook and other accessories. |
| 156 | Providing & fixing C.P. Brass Waste Coupling for PVC waste Pipe. |
| 157 | Providing and Fixing stainless steel Horizontal / Vertical grab bar 600mm length fixed to PVC cleats with C.P.brass screws wherever required with approved make & quality and as per the directions and to the satisfaction of Engineer-in-charge. |
| 158 | SUB HEAD (II) :- TOILET REQUISIES (DSR"21) |
| 159 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 160 | Providing & fixing toilet paper holder. |
| 161 | viterous china |
| 162 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. |
| 163 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. |
| 164 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms |
| 165 | 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. |
| 166 | Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with 1/2" BSP thread and shapes, weighing not less than 60 gms. |
| 167 | SUB HEAD (III) :- SOIL , WASTE, VENT AND RAIN WATER PIPES AND FITTINGS |
| 168 | Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipesfor soil, waste, and vent, Type-B as per IS : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors),reducers, WC connectors, couplers, expansion joints / bellows, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. The rubber ring shall confirm to IS:5382. |
| 169 | The Pipes will be supported with threaded G I rods & U clamps with nuts, washers etc on 50x50x5 mm slotted angle. The cost will include all support arrangements. The work includes commissioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site. |
| 170 | 110 mm dia (Wall Thickness - 3.2 to 3.8 mm) |
| 171 | 75 mm dia (Wall Thickness - 3.2 to 3.8 mm) |
| 172 | Providing, fixing, jointing and testing in position ISI marked (IS:4985) UPVC pipes of min 6 Kg/ Sqcm rating with fitting for waste pipe from fixtures to floor trap including reduces, enlarger, socket, couplers, bends, tees etc including fixing at wall/ ceiling level supported by clamp & hangers etc. cutting holes in wall/ floors/ slabs and making good the same with cement concrete 1:2:4 complete as required. |
| 173 | 32 mm dia. |
| 174 | 40 mm dia. |
| 175 | 50 mm dia. |
| 176 | Providing & fixing UPVC Floor trap of self cleansing designwith stainless steel grating complete in all respects. |
| 177 | Multi Floor Trap (5" Ht) with height raiser and branch saddle strip of 50/75 mm outlet |
| 178 | Plain Floor Trap (4" Ht) with 50 / 75 outlet and with height raiser |
| 179 | P-Trap type Floor Trap 110 x 75 mm |
| 180 | Extra for providing & fixing 125 mm dia C.P. grating in place of C.I. grating over floor traps. |
| 181 | Providing & fixing of SS Floor Cleanout, round or square with rubber seal and flat round cover with screws and other required fitting complete as required. |
| 182 | Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipesfor rain water disposal, Type-B as perIS : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors), reducers, couplers, expansion joints / bellows, cowels, clamps, rubber rings, MS gratings over pipes of bell mouth construction with epoxy painting etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. The rubber ring shall confirm to IS:5382. |
| 183 | The Pipes will be supported with threaded G I rods & clamps on 50x50x5 mm slotted angle. The cost will include all support arrangements. The work includes commissioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site. |
| 184 | 110 mm dia |
| 185 | Providing & fixing PVC clean out plug with suitable insert keys for opening in: brass cap, male threaded joint with threaded uPVC socket fixed to uPVC pipe joints as required complete in all respects. |
| 186 | 50 mm dia. |
| 187 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 188 | SUB HEAD (IV) :- WATER SUPPLY PIPES AND FITTINGS |
| 189 | Providing&fixing15 mm nominal bore45 cm long unplasticised PVC connection pipewith brass unions. |
| 190 | 45 cm length |
| 191 | 15 mm nominal bore |
| 192 | Providing and fixing PTMT bib cock of approved quality and colour. |
| 193 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms |
| 194 | Providing and fixing C.P brass long nose bib cock of approved qualityconforming to IS standardsandweighing notlessthan 810 gms. |
| 195 | 15 mm nominal bore |
| 196 | Providing & fixing 15 mm nominal bore C.P brass Angle valve for basin mixer and geyser points of approved quality conformingto IS8931. |
| 197 | 15 mm nominal bore |
| 198 | Constructing brick masonry chamber 300 x 300x500mm, insidewithF.P.S. brick work in cement mortar 1: 4 (1 cement : 4 coarse sand) for StopCock, withC. I. surface box 100 x 100 x 75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4mix (1cement : 2 coarse sand:4 grade stone aggregate 20mm nominal size); necessary excavation, foundationconcrete 1:5:10 (1 cement :5 fine sand: 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar1 : 3 (1 cement : 3 coarse sand )12mmthick finished with a floatingcoatof neat cementcomplete as per standard design |
| 199 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 200 | Providing & Fixing G.I. Unoun in G.I. pipe including cutting and threading the pipe & making long screws etc. complete. |
| 201 | 15mm dia nominal bore |
| 202 | 20mm dia nominal bore |
| 203 | 25mm dia nominal bore |
| 204 | 32mm dia nominal bore |
| 205 | 40mm dia nominal bore |
| 206 | 50mm dia nominal bore |
| 207 | 65mm dia nominal bore |
| 208 | Cutting holes up to 30 X 30 cm in walls including making good the same: |
| 209 | With common burnt clay F.P.S. (non modular) bricks |
| 210 | Providing, fixing chlorinated polyvinyl Chloride (CPVC) pipesCTS-SDR 11, class-1 CPVC Pipes (pressure rating 28 kg/cm2 at 23oC and 7 kg/cm2 at 82oC) confirming to IS : 15778-2007, ASTM D-2846, havingthermal stability for cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes 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. |
| 211 | Internal work exposed on wall |
| 212 | 15mm nominal outer dia pipes |
| 213 | 20mm nominal outer dia pipes |
| 214 | 25mm nominal outer dia pipes |
| 215 | 32mm nominal outer dia pipes |
| 216 | 40mm nominal outer dia pipes |
| 217 | 50mm nominal outer dia pipes |
| 218 | 65mm nominal outer dia pipes |
| 219 | Providing, fixing chlorinated polyvinyl Chloride (CPVC) pipesCTS-SDR 11, class-1 CPVC Pipes (pressure rating 28 kg/cm2 at 23oC and 7 kg/cm2 at 82oC) confirming to IS : 15778-2007, ASTM D-2846, havingthermal stability for cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes 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. |
| 220 | Concealed work including cutting chase and making good the wall etc. |
| 221 | 15mm nominal outer dia pipes |
| 222 | 20mm nominal outer dia pipes |
| 223 | 25mm nominal outer dia pipes |
| 224 | 32mm nominal outer dia pipes |
| 225 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 226 | Circular tank |
| 227 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 228 | 20 mm nominal bore |
| 229 | 25 mm nominal dia |
| 230 | 32 mm nominal bore |
| 231 | 40 mm nominal bore |
| 232 | 50 mm nominal dia |
| 233 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : |
| 234 | 25 mm nominal dia |
| 235 | SUB HEAD (IV) :- WATER SUPPLY PIPES AND FITTINGS |
| 236 | Providing, fixing, jointing and testing in position flowguard CPVC sch 40 pipes with sch 80 fittings confirming to ASTM F 441 suitable for cold and hot water supply in exposedworks completewith all necessary fittings i.e. elbows, tees, bends, couplers, reducers, unions, plugs, clamps including jointing the pipe and fitings by solvent cement over primer coat as per ASTM F 493including proper supports andclamped including building expansion loop wherever pipe crosses exp joint, complete as required by the Engg-in-charge for proper completion of the work. |
| 237 | 73.30 mm OD / 65 mm ID (min wall thickness - 5.16 mm) |
| 238 | 73.30 mm OD / 80 mm ID (min wall thickness - 5.16 mm) |
| 239 | Providing & fixing of medium class G.I.spout up to 300 mm. length including cutting and making good the walls and floors etc. as required. |
| 240 | a) 25 mm dia |
| 241 | Supply & fixing in position ISI marked cast iron double flanged butterfly valves(PN 1 MPa) as per IS:13095, with SS disc, shaft, seating rings, internal fastening,nitrile rubber lining, nuts, bolts including transporting to worksite, 3 mm thick rubber gaskets etc. including testing, Complete as per drawings & directions of the Engineer-in-charge. |
| 242 | 65 mm nominal dia |
| 243 | 80 mm nominal dia |
| 244 | ELECTRICAL WORKS |
| 245 | SUBHEAD - I - MAIN BOARDS |
| 246 | Supplying, installing, testing & commissioning of following type compartmentalised wall mounted / floor mounted cubicle board made from 2mm thick CRCA sheet dust & vermin proof duly phosphatized & powder coated inclusive of suitable size 4 strip Al. Busbar complete with interconnection providing Lugs, inter-earthing, painting etc. i/c providing & fixing below noted accessories: |
| 247 | MDB PANEL |
| 248 | INCOMER |
| 249 | 1 No. 250A 4P MCCB ,25 kA breaking capacity with thermal release and adjustable setting and with rotary handle.with ON/OFF/TRIP indication Lamps, MFM with Communication Facility along with control SP MCB |
| 250 | METERING & INDICATION |
| 251 | 1 set of R,Y,B phase indicating lamps |
| 252 | 1 set of ON/OFF/TRIP indication Lamps, MFM with Communication Facility along with control SP MCB |
| 253 | BUS-BAR |
| 254 | 1 Set of 300A TPN Aluminium Bus Bar with colour coded PVC Sleeves |
| 255 | OUTGOINGS |
| 256 | 6 Nos. 63A TPN MCCB, 16 kA breaking capacity with thermal release and adjustable setting and with rotary handle. |
| 257 | 8 Nos. 40A TPN MCCB, 16 kA breaking capacity with thermal release and adjustable setting and with rotary handle. |
| 258 | 2 Nos. 40A SPN MCB ,10 kA breaking capacity |
| 259 | NOTE: |
| 260 | Any Item necessary for the completion of the systembut not mentioned in the BOQ shall be included by the supplier |
| 261 | Supplying,Receiving, fixing, testing & commissioning ofabove described Panel |
| 262 | SUBHEAD - II - CIRCUIT CUM POINT WIRING |
| 263 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS 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 PVC insulated copper conductor single core cable etc. as required. |
| 264 | Group C |
| 265 | Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without Independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc as required. (Switch Control Secondary Points) |
| 266 | Group C |
| 267 | Twin Control Point wiring in PVC conduit, with modular type switch :- |
| 268 | Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class pvc conduit, 2 way modular switch, modular switch, suitable M.S. box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. |
| 269 | Power plug wiring in PVC conduit (2 x 4 Sq.Mm.) :- |
| 270 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class pvc conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 271 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 272 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. |
| 273 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 274 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 275 | 4 X 10 sq. mm + 2 X 6 sq. mm earth wire |
| 276 | 4 X 16 sq. mm + 2 X 6 sq. mm earth wire |
| 277 | 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. |
| 278 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. |
| 279 | Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. |
| 280 | Supplying and fixing 20 amps, 240 volts, SPN, industrial type socket outlet, with 2 poles and earth metal enclosedplug top alongwith 20amps. "C" curve, SP MCB in sheet steel enclosure, on surface or in recess, with chainedmetal cover for the socket outlet, and complete with connections, testingandcommissioning etc. as required. |
| 281 | S/F modular type electronic fan regulator :- |
| 282 | Supply and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. |
| 283 | S/F modular type blanking plate :- |
| 284 | Supply and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. |
| 285 | Supplyingandfixingfollowingsize/modules,GIboxalongwithmodularbase& cover plate for modular switches in recess etc as required. |
| 286 | 4 Module (125 mmX75 mm) |
| 287 | 6 Module (200 mmX75 mm) |
| 288 | 8 Module (125 mmX125 mm) |
| 289 | 12 Module (200 mmX150 mm) |
| 290 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. |
| 291 | Telephone socket outlet |
| 292 | Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. |
| 293 | 1 or 2 Module (75mmX75mm) |
| 294 | Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, Unarmored Telephone cable in the existing surface/ recessed steel/ PVC conduit as required. |
| 295 | 2 Pair |
| 296 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. |
| 297 | 20 mm |
| 298 | 25 mm |
| 299 | SUB HEAD (III) :- DISTRIBUTION BOARDS & MCB"s |
| 300 | Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) |
| 301 | 8 way , Double door |
| 302 | 12 way , Double door |
| 303 | Supplying and fixing followingway, horizontal type TP&N, sheet steelMCB distribution board,415 V on surface /recess,completewithtinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required (But without MCB / RCCB / Isolators). |
| 304 | 6 way (4 + 18), Double door |
| 305 | 8 way (4 + 24), Double door |
| 306 | Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 307 | 40 A |
| 308 | 63 A |
| 309 | Supplying and fixing following rating, double pole, (single phase and neutral), 240 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 30 mA in the existingMCBDBcomplete with connections, testing andcommissioning etc. as required. |
| 310 | 25 A |
| 311 | 40 A |
| 312 | 63 A |
| 313 | Supplying and fixing 5 amps. to 32 amps. rating, 240 volts `C" series,miniature circuit breaker (MCB)suitable for inductive load offollowingpolesin the existingMCBDBcomplete with connections, testing andcommissioning etc. as required. |
| 314 | single pole |
| 315 | Supplying & fixing single pole, blanking plate in the existing MCBDBcomplete etc. as required. |
| 316 | Supplying and fixing following rating, Single/ double/ three pole, 230/ 415 volts, MCB "C" curve in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 317 | 40 amps DP MCB |
| 318 | 40 amps 4P MCB |
| 319 | 63 amps 4P MCB |
| 320 | SUB HEAD (IV) :- TELEPHONE, TELEVISION & DATA SYSTEM |
| 321 | S/F MODULAR BOXES, BASE & COVER PLATE :- |
| 322 | Supplying and fixing following size / modules, GI box along with modular base & cover plate for modular switches inrecessetc as required |
| 323 | 1 or 2 Module (75 mm x 75 mm) |
| 324 | S/F MODULAR TYPE SWITCH / SOCKET :- |
| 325 | Supplying and fixing following modular switch / socket on the existing modular plate & switch box including connections but excluding modular plate etc as required |
| 326 | Telephone Socket outlet |
| 327 | TV Antenna socket outlet |
| 328 | Supply and fixing offollowingsizes of medium class PVC conduit along with accessories in surface/recess including cuttingthe wall and making good the same in case of recessed conduit as required : |
| 329 | 20 mm. |
| 330 | 25 mm. |
| 331 | Supply and drawing followingpair, 0.5 sq.mm. FRLS PVC insulated annealed copper conductor, unarmoured telephone cable in the existing surface / recessed steel/ PVC conduit as required. |
| 332 | 2 Pair |
| 333 | Supply and drawing co-axial TV cable RG-6 grade, 0.7 mm. Solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface / recessed steel/ PVC conduit as required. |
| 334 | Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed Steel/ PVC conduit as required. 1 run of cable |
| 335 | S/F MODULAR TYPE SWITCH / SOCKET :- |
| 336 | RJ 45 cat 6 jack point |
| 337 | SUB HEAD (V) :- MISCELLANEOUS |
| 338 | Providing and fixing M.V. dangernotice plate of 200mmx150mm made of mild steel, atleast 2mm thick and vitreous enamelled white on both sides and with inscription singleredcolouronFRLSontsideas required. |
| 339 | Supplying and fixing call bell/buzzer suitablefor single phase, 230 volts, complete as required. |
| 340 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. |
| 341 | SUBHEAD - VI - FITTINGS & FIXTURES |
| 342 | 10W MIRROR LIGHTSurface MountedMAKE-PHILIPS CAT NO. BN021C LED10S PSU CW GR or equivalent. |
| 343 | Supply of 36W (Nominal) 2x2 ft Recess MountedLED Luminaire (Cat no-Bajaj Lighting BCTBLR 36W ZTN WHor equivalent as specified in the approved list of make.) |
| 344 | Supply of 12WSurface mountedLED circular Downlighter (Cat no-Bajaj Lighting BGSLO SLEEK SURFACE 12W WH RD or equivalent as specified in the approved list of make) |
| 345 | Supply of 20W (4Feet) LED Light Fixture-MAKE-PHILIPS CAT NO.BN021C LED20S PSU CDL GR or equivalent. |
| 346 | Supply of 43W (1X4Feet) LED Light Fixture- MAKE-PHILIPS CAT NO.RC380B LED43 S PSUor equivalent. |
| 347 | Supply of 10W LED recessedmounted fixtureMAKE-PHILIPS CAT NO.DN192B LED10 S PSU or equivalent. |
| 348 | Supply of 12W LED surface mounted fixtureMAKE-PHILIPS CAT NO.SM 250C LED12 S PSU or equivalent. |
| 349 | Supply of 30W LED recess mounted fixtureMAKE-PHILIPS CAT NO.RC380B LED30S-6500 L60W60 PSD OD S1 or equivalent. |
| 350 | Supply of ceiling fan of 1200 mm sweep including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. |
| 351 | Supply of 300 mm, 230 v A.C. exhaust fan in the existing opening including making good the damage, connection testing, commissioning etc as required. |
| 352 | Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. |
| 353 | Installation, testing and commissioning of pre-wired, flourescent fitting / compact fluorescent fitting of all types, complete with all accessories and tubes etc. directly on ceiling / wall, including connection with 1.5 sq. mm. FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. |
| 354 | Installation, testing and commissioning of ceiling fan including wiring the down rod of standard length (upto 30 cm.) with 1.5 sq. mm. FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. |
| 355 | Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required |
| 356 | Upto 450 mm sweep |
| 357 | SUBHEAD - VII -LIGHTNING CONDUCTOR |
| 358 | Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required. |
| 359 | Fixing of lightning conductor finial (single prong) with base plate including holes etc. complete as required. |
| 360 | Jointing copper / G.I. tape (with another copper/ G I tape, base of the finial or any other metallic object) by riveting / nut bolting/ sweating and soldering etc as required. |
| 361 | Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For horizontal run) |
| 362 | Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For vertical run) |
| 363 | Fixing of copper/ G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For vertical run) |
| 364 | Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 mm long, with 4 nos. of G.I. bolts, nuts, chuck nuts and spring washers etc. complete as required. |
| 365 | 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 metre long etc. with charcoal/ coke and salt as required. Details of cost for one Set |
| 366 | 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. |
| 367 | (MAIN GATE ) |
| 368 | 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 lift upto 1.5 m, as directed by Engineer-in charge. |
| 369 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 Cement : 5 coarse sand (zone-III) : 10 graded stone aggregate 40 mm nominal size) |
| 370 | 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. |
| 371 | All works upto plinth level |
| 372 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 373 | (i) R.C.C. work in Footing |
| 374 | (ii) R.C.C. work in Beam |
| 375 | (iii) R.C.C. work in Columns |
| 376 | All works above plinth level upto floor V level |
| 377 | (i) R.C.C. work in Beam |
| 378 | (ii) R.C.C. work in Columns |
| 379 | (iii) R.C.C. work in Slab |
| 380 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 381 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500 D or more. |
| 382 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) |
| 383 | Providing & applying a coat of residual petroleum bitumen of grade 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. |
| 384 | 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 coarse sand) |
| 385 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand) |
| 386 | 12 mm cement plaster on the fair side of single or half brick wall (a) 1:6 (1 cement: 6 coarse sand) |
| 387 | 6 mm cement plaster on celling (a) 1:3(1 cement:3 fine sand) |
| 388 | 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand). |
| 389 | 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) : |
| 390 | 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. |
| 391 | Steel Painting:Applying priming coat: |
| 392 | (a) With ready mixed red oxide zink chromate primer of approved brand and manufacture on steel galvanised iron/steel works. |
| 393 | (b) Painting withsynthetic enamel paint of approvedbrandand manufactureto give an even shade:Two or more coats on new work. |
| 394 | Same as above but wooden painting |
| 395 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer. |
| 396 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 397 | 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. |
| 398 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical 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 |
| 399 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding. |
| 400 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 401 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer |
| 402 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size |
| 403 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes. |
| 404 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer |
| 405 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size |
| 406 | Providing & fixing Stainless steel sliding door 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 nuts and screws etc complete. (a) 250mm x 16mm . |
| 407 | Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete. |
| 408 | 300 x 10mm |
| 409 | 200 x 10mm |
| 410 | Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete(a) 125 mm. |
| 411 | Providing and fixing aluminium hanging floor door stopper 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. Twin rubber stopper |
| 412 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. |
| 413 | (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. |
| 414 | (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. |
| 415 | (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. |
| 416 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding |
| 417 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 418 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 419 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 420 | Columns,Pillars, Piers, Abutments, Posts and Struts. |
| 421 | Suspended floors, roofs, landings, balconies and access platform |
| 422 | ELECTRICAL WORKS( GUARD ROOM) |
| 423 | SUB HEAD (I) :- INTERNAL WIRING |
| 424 | Point wiring in PVC conduit, with modular type switch :- |
| 425 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS 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 PVC insulated copper conductor single core cable etc. as required. |
| 426 | Group A |
| 427 | Power plug wiring in PVC conduit (2 x 4 Sq.Mm.) :- |
| 428 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class pvc conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 429 | Circuit / Sub main wiring in PVC conduit :- |
| 430 | 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. |
| 431 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire. |
| 432 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire. |
| 433 | 2 x 10 sq.mm. + 1 x 6 sq.mm. Earth wire |
| 434 | S/F power plug point modular type accessories :- |
| 435 | Supply and fixing of suitable size GI box with modular plate and cover in FRLSont on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps. modular switch, connection etc. as required. |
| 436 | S/F modular type blanking plate :- |
| 437 | Supply and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. |
| 438 | SUB HEAD (II) :- DISTRIBUTION BOARDS & MCB"s |
| 439 | Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) |
| 440 | 8 way , Double door |
| 441 | Supplying and fixing 5 amps. to 32 amps. rating, 240 volts `C" series,miniature circuit breaker (MCB)suitable for inductive load offollowingpolesin the existingMCBDBcomplete with connections, testing andcommissioning etc. as required. |
| 442 | single pole |
| 443 | Supplying & fixing single pole, blanking plate in the existing MCBDBcomplete etc. as required. |
| 444 | Supplying and fixing following rating, Single/ double/ three pole, 230/ 415 volts, MCB "C" curve in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 445 | 40 amps DP MCB |
| 446 | SUB HEAD(III):-INTERNAL LIGHTING FIXTURES & FANS |
| 447 | SUPPLY OF LIGHTING FIXTURES |
| 448 | Supply of 20W SURFACE MOUNTED LED TUBE with all accessories as per standard item.. |
| 449 | SUPPLY OF CEILING & EXHAUST FANS |
| 450 | Supply of AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting FRLSame and other accessories etc. Complete as required (Such as Ventil Air - DX White or Equivalent). |
| 451 | 300 mm sweep 900 rpm |
| 452 | Supply of AC230/250 volts, 50 HZceiling fanwith standarddownrod, blades, 2 nos. caps & regulator etc. ISI with 5 star marked & energy efficient complete as required. 1200 mm sweep |
| 453 | ERECTIONOFLIGHTINGFIXTURESANDFANS |
| 454 | Installation, testing and commissioning of pre-wired, flourescent fitting / compact fluorescent fitting of all types, complete with all accessories and tubes etc. directly on ceiling / wall, including connection with 1.5 sq. mm. FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. |
| 455 | Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover 3on the fan box etc. as required. |
| 456 | PROPOSED BOUNDARY WALL |
| 457 | 0.6 Mtrincrease Hight Brick Boundary Wall with 0.6 mtr dia Concertina coil Fencing |
| 458 | Earth Work |
| 459 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. |
| 460 | Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. |
| 461 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 462 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 463 | Reinforced Cement Concrete |
| 464 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 465 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 466 | Columns,Pillars, Piers, Abutments, Posts and Struts. |
| 467 | 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. |
| 468 | Above plinth to floor-V lvl |
| 469 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 470 | (ii) R.C.C. work in Beam |
| 471 | (iii) R.C.C. work in Columns |
| 472 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 473 | Masonry Work |
| 474 | 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 coarse sand) |
| 475 | Steel Work |
| 476 | 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. |
| 477 | Finishing |
| 478 | 12 mm cement plaster on the fair side of single or half brick wall |
| 479 | 1:6(1 cement:6 fine sand). |
| 480 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 481 | Steel Painting: |
| 482 | (b) Painting withsynthetic enamel paint of approvedbrandand manufactureto give an even shade:Two or more coats on new work. |
| 483 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron "Y" shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 484 | Credit for Steel work, barbed wire |
| 485 | CONSTRUCTION OF OPEN GYM |
| 486 | 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. |
| 487 | All kinds of soil. |
| 488 | 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. |
| 489 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 490 | 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 491 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 492 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 493 | 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) |
| 494 | Centering and shuttering including strutting, propping etc. and removal of form work for : |
| 495 | Foundations, footings, bases for columns |
| 496 | 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. |
| 497 | Providing and fixing of Rubber Tile Flooring 25 mm thick made of SBR (Styrene Butadiene Rubber) with interlocking arrangement and adhesive all complete. |
| 498 | Supply , Installation & Commissioning ofMulti Gym with below specifications: 1. Fabricated with main post of NB 100mm (G.I.) ‘C’ Class Pipe of approved make. 2. Other Pipe frame of NB 80mm, 60mm 50mm, 32mm and 25mm. All pipes are G.I. ‘C’ Class Pipe. 3. All Pipes are powder coated with 80-120 micron thick AkzoNobel or equivalent Paints. 4. All joints of pipe are robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burrs. 5. Zinc primer paint is applied at all the welding points prior to finishing. 6. Base plate cover made of virgin LLDPE plastic by rotational moulding with 4.00mm thickness, UV resistant and coloured. 7. Seats made up from virgin LLDPE manufactured by rotational molding with 4.00 mm thickness, colored, UV resistant and environmental friendly. 8. Maintenance free bearings of SKF or equivalent make duly oil sealed and self-lubricated are used in the equipment manufactured. 9. The equipment are fitted with inbuilt limiters to prevent unwanted movements. 10. The equipment is fixed on ground with concrete of minimum strength M-25 and J shaped welded bolts of 18mm thickness. 11. Once the concrete is set, the equipment is fixed on to it and nuts and bolts are covered with base plate cover. 12. High tensile steel with galvanized nut bolts are used for assembly. 13. Equipment made to EN16630 & DIN 79000 International standard for outdoor fitness equipment. 14. Handle bars are provided with high end quality rubber grips. |
| 499 | Supply , Installation & Commissioning ofElliptical exerciser with below specifications: |
| 500 | 1. Dimensions (LxWxH): 1200 x 550 x 1600 mm 2. Fabricated with main post of NB 100mm (G.L) "C" Class Pipe of approved make. 3. Main frame of NB 80mm (G.L.) "C" Class Pipe. 4. Handle frame of NB 32mm and NB 25mm (G.I.) "C" Class Pipe. (NB stands for Nominal Bore Size L.e., Internal Diameter of pipe in millimeters). 5. All Pipes are powder coated with 80-120 micron thick AkzoNobel or equivalent Paints. 6. All joints of pipe are robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burrs. 7. Zinc primer paint is applied at all the welding points prior to finishing. 8. Handle bars are provided with high end quality rubber grips. 9. Base plate cover made of virgin LLDPE plastic by rotational molding with 4.00mm thickness, UV resistant and colored 10. Maintenance free bearings of SKF or equivalent make duly oil sealed and self-lubricated are used in the equipment manufactured. 11. The equipment is fixed on ground with concrete of minimum strength M-25 and J shaped welded bolts of 18mm thickness 12. Once the concrete is set, the equipment is fixed on to it and nuts and belts are covered with base plate cover. 13. High tensile steel with galvanized nut bolts are used for assembly. 14. Equipment made to EN16630 & DIN 79000 International standard for outdoor fitness equipment 15. Self-Explanatory stainless steel label fixed on equipment for ease of use. 16. Foothold made of Co-Polymer Plastic with rounded edges to prevent impact and injury. |
| 501 | Supply , Installation & CommissioningofDouble Cross Walker with below specifications: |
| 502 | 1. Dimensions (LxWxH): 1600 x 600 x 1600 mm 2. Fabricated with main post of NB 100mm (G.I.) "C" Class Pipe of approved make. 3. Handle main frame of NB 50mm and other connecting pipes of NB 32mm and NB 25mm (G.I.) "C" Class Pipe. (NB stands for Nominal Bore Size i.e., Internal Diameter of pipe in millimeters). 4. Foot support frame of 96 x 46 x 3mm MS rectangular pipe. 5. All Pipes are powder coated with 80-120 micron thick AkzoNobel or equivalent Paints. 6. All joints of pipe are robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burrs. 7. Zinc primer paint is applied at all the welding points prior to finishing. 8. Base plate cover made of virgin LLDPE plastic by rotational molding with minimum 4.00mm thickness, UV resistant and colored. 9. Foothold made of Co-Polymer Plastic with rounded edges to prevent impact and injury. 10. Maintenance free bearings of SKF or equivalent make duly oil sealed and self-lubricated are used in the equipment manufactured. 11. The equipment are fitted with inbuilt limiters to prevent unwanted movements. 12. The equipment is fixed on ground with concrete of minimum strength M-25 and J shaped welded bolts of 18mm thickness. 13. Once the concrete is set the equipment is fixed on to it and nuts and bolts are covered with base plate cover. 14. High tensile steel with galvanized nut bolts are used for assembly. 15. Equipment made to EN16630 & DIN 79000 International standard for outdoor fitness equipment 16. Self-Explanatory stainless steel label fixed on equipment for ease of use. |
| 503 | Supply , Installation & Commissioning of Triple twister with below specificatiom: 1. Dimensions (LxWxH): 1300 x 1300 x 1650 mm 2. Fabricated with main post of NB 100mm (G.I.) ‘C’ Class Pipe of approved make. 3. Handle Main frame of NB 32mm (G.I.) ‘C’ Class Pipe. 4. Handle frame spokes of NB 25mm (G.I.) ‘C’ Class Pipe. (‘NB’ stands for Nominal Bore Size i.e., Internal Diameter of pipe in millimeters). 5. Foothold plate of made of MS Sheet Metal of 3mm thickness. 6. All Pipes are powder coated with 80-120 micron thick AkzoNobel or equivalent Paints. 7. All joints of pipe are robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burrs. 8. Zinc primer paint is applied at all the welding points prior to finishing. 9. Maintenance free bearings of SKF or equivalent make duly oil sealed and self-lubricated are used in the equipment manufactured. 10. The equipment is fixed on ground with concrete of minimum strength M-25 and J shaped welded bolts of 18mm thickness. 11. Once the concrete is set, the equipment is fixed on to it. 12. High tensile steel with galvanized nut bolts are used for assembly. 13. Equipment made to EN16630 & DIN 79000 International standard for outdoor fitness equipment. 14. Self-Explanatory stainless steel label fixed on equipment for ease of use. |
| 504 | Supply , Installation & CommissioningAir walker with below specifications: |
| 505 | 1. Dimensions (LxWxH): 1100 x 450 x 1300mm 2. Fabricated with main post of NB 100mm (G.I.) "C" Class Pipe of approved make. 3. "U" shaped main frame of NB 80mm (G.I.) "C" Class Pipe, Leg Support frame of NB 50mm (G.I.) "C" Class Pipe. 4.Handle frame pipes of NB 32mm (G.I.) "C" Class. (NB" stands for Nominal Bore i.e., Internal Diameter of pipe in millimeters) 5. All Pipes are powder coated with 80-120 micron thick AkzoNobel or equivalent Paints. 6. All joints of pipe are robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burrs. 7. Zinc primer paint is applied at all the welding points prior to finishing. 8. Base plate cover made of virgin LLDPE plastic by rotational molding with minimum 4.00mm thickness, UV resistant and colored. 9. Foothold made of Co-Polymer Plastic with rounded edges to prevent impact and injury. 10. Maintenance free bearings of SKF or equivalent make duly oil sealed and self-lubricated are used in the equipment manufactured. 11. The equipment are fitted with inbuilt limiters to prevent unwanted movements. 12. The equipment is fixed on ground with concrete of minimum strength M-25 and J shaped welded bolts of 18mm thickness. 13. Once the concrete is set, the equipment is fixed on to it and nuts and bolts are covered with base plate cover. 14. High tensile steel with galvanized nut bolts are used for assembly. 15. Equipment made to EN16630 & DIN 79000 International standard for outdoor fitness equipament 16. Self-Explanatory stainless steel label fixed on equipment for ease of use. |
| 506 | Supply , Installation & Commissioning of Arm wheel in a pair with below specifications: |
| 507 | 1. Dimensions (LxWxH): 850 x 800 x 1800 mm 2. Fabricated with main post of NB 100mm (G.I.) ‘C’ Class Pipe of approved make. 3. Wheel frame of NB 32mm with connecting spokes of NB 25mm, Pipe connecting main pilar with wheel frame of NB 50mm. All pipes must be (G.I.) ‘C’ Class Pipes. (‘NB’ stands for Nominal Bore Size i.e., Internal Diameter of pipe in millimeters). 4. All Pipes are powder coated with 80-120 micron thick AkzoNobel or equivalent Paints. 5. All joints of pipe are robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burrs. 6. Zinc primer paint is applied at all the welding points prior to finishing. 7. Base plate cover made of virgin LLDPE plastic by rotational molding with 4.00mm thickness, UV resistant and colored. 8. Maintenance free bearings of SKF or equivalent make duly oil sealed and self-lubricated are used in the equipment manufactured. 9. The equipment is fixed on ground with concrete of minimum strength M-25 and J shaped welded bolts of 18mm thickness. 10. Once the concrete is set, the equipment is fixed on to it and nuts and bolts are covered with base plate cover. 11. High tensile steel with galvanized nut bolts are used for assembly. 12. Equipment made to EN16630 & DIN 79000 International standard for outdoor fitness equipment. 13. Self-Explanatory stainless steel label fixed on equipment for ease of use. |
| 508 | Supply , Installation & CommissioningAir swing in a pair with below specifications: |
| 509 | 1. Dimensions (LxWxH): 1150 x 900 x 1250 mm 2. Fabricated with main post of NB 100mm (G.I.) "C" Class Pipe of approved make. 3. Leg Support frame of NB 50mm (G.1.) "C" Class Pipe. 4. Handle support frame of NB 32mm (G.I.) "C" Class Pipe. (NB" stands for Nominal Bore i.e., Internal Diameter of pipe in millimeters) 5. All Pipes are powder coated with 80-120 micron thick AkzoNobel or equivalent Paints. 6. All joints of pipe are robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burrs. 7. Zinc primer paint is applied at all the welding points prior to finishing, 8. Handle bars are provided with high end quality rubber grips. 9. Base plate cover made of virgin LLDPE plastic by rotational molding with 4.00mm thickness, UV resistant and colored. 10. Foothold made of MS Sheet Metal with rounded edges to prevent impact and injury. 11. Maintenance free bearings of SKF or equivalent make duly oil sealed and self-lubricated are used in the equipment manufactured. 12. The equipment are fitted with inbuilt limiters to prevent unwanted movements. 13. The equipment is fixed on ground with concrete of minimum strength M-25 and I shaped welded bolts of 18mm thickness. 14. Once the concrete is set, the equipment is fixed on to it and nuts and bolts are covered with base plate cover. 15. High tensile steel with galvanized nut bolts are used for assembly. 16. Equipment made to EN16630 & DIN 79000 International standard for outdoor fitness equipment. 17.Self-Explanatory stainless steel label fixed on equipment for ease of use. |
| 510 | Supply , Installation & Commissioning of Rowing Machine with below specifications: |
| 511 | 1. Dimensions (LxWxH): 1250 x 800 x 1150 mm 2. Fabricated with main post of NB 100mm (G.I.) "C" Class Pipe of approved make. 3. Main frame of NB 65mum (G.I.) "C" Class Pipe. 4. Handle support frame of NB 25mm (G.I.) "C" Class Pipe. CNB stands for Nominal Bore Size i.e., Internal Diameter of pipe in millimeters). 5. All Pipes are powder coated with 80-120 micron thick AkzoNobel or equivalent Paints. 6. All joints of pipe are robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burrs. 7. Zinc primer paint is applied at all the welding points prior to finishing. 8. Base plate cover made of virgin LLDPE plastic by rotational molding with 4.00mm thickness, UV resistant and colored. 9. Foothold made of NB 50mm (G.I.) "C" Class Pipe. 10. Seat to be made up from virgin LLDPE manufactured by rotational molding with 4.00 mm thickness, colored, UV resistant and environmental friendly. 11. Maintenance free bearings of SKF or equivalent make duly oil sealed and self-lubricated are used in the equipment manufactured 12. The equipment are fitted with inbuilt limiters to prevent unwanted movements. 13. The equipment is fixed on ground with concrete of minimum strength M-25 and J shaped welded bolts of 18mm thickness. 14. Once the concrete is set, the equipment is fixed on to it and nuts and bolts are covered with base plate cover 15. High tensile steel with galvanized nut bolts are used for assembly. 16. Equipment made to EN16630 & DIN 79000 International standard for outdoor fitness equipment 17. Self-Explanatory stainless steel label fixed on equipment for ease of use. |
| 512 | Supply , Installation & Commissioning ofBalancing Beam with below specifications: |
| 513 | 1. Fabricated with pipe of NB 100mm (G.I.) ‘C’ Class Pipe of approved make. (‘NB’ stands for Nominal Bore Size i.e., Internal Diameter of pipe in millimeters). 2. All Pipes are powder coated with 80-120 micron thick AkzoNobel or equivalent Paints. 3. All joints of pipe are robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burrs. 4. Zinc primer paint is applied at all the welding points prior to finishing. 5. The equipment is fixed on ground with concrete of minimum strength M-25 6. Equipment made to EN16630 & DIN 79000 International standard for outdoor fitness equipment. |
| 514 | Supply , Installation & Commissioning of Weight Assisted Chest Press of minimum size 1100x1500x1300mm fabricated with main post of G.I. " C" Class of NB 65 mm and other support and handle frames of NB 50 mm G.I." C" Class pipes only. Joints scalloped as necessary and dressed off removing sharp edges and burrs. Zinc primer paint shall be applied at all welding points prior to finishing. Handle support frame made of GI "C" Class Pipe of NB 25 mm. Handle bars shall be provided with high quality rubber grip. All Pipes are powder coated with 80-120 micron thick AkzoNobel or equivalent Paints. Machine to have weight plate adjustment arrangement made of 304 grade stainless steel and it must be designed to prevent theft of weight plates. Plates have to be fully locked in the machine but movable for the adjustment. Weight Change system should allow user to freely change resistance by changing individual weight plate of each arm. Weight on each arm should be adjustable between 0-15kgs. Seats to be made up from virgin LLDPE manufactured by rotational moulding with minimum thickness of 4.00 mm, colourful and UV resistant and environmental friendly. Bearing used shall be maintenance free, duly oil sealed and self-lubricated of SKF/ equivalent make as approved by Engineer in charge. Equipment to be fitted with inbuilt limiters to prevent unwanted movement. All open ends of pipe to be closed by GI/ LLDPE caps or sealed in for user safety. The equipment shall be fixed on ground with concrete of minimum strength M-25 and J shape welded bolt made of 18mm galvanized rod and covered with base plate cover after the installation complete. Equipment made to EN16630/ DIN79000 International standard for outdoor fitness equipment. Self-Explanatory stainless steel label shall be fixed on equipment for ease of use. |
| 515 | Supply , Installation & CommissioningofParallel Bar with below specifucation: 1. Dimensions (LxWxH): 2100 x 550 x 2050 mm 2. Fabricated with main post of NB 50mm (G.I.) "C" Class Pipe of approved make. 3. Main frame of NB 32mm & Handle Bar of NB 25mm(G.I.) "C" Class Pipe. (NB" stands for Nominal Bore Size i.e., Internal Diameter of pipe in millimeters). 4. All Pipes are powder coated with 80-120 micron thick AkzoNobel or equivalent Paints. 5. All joints of pipe are robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burrs. 6. Zinc primer paint is applied at all the welding points prior to finishing. 7. Base plate cover made of virgin LLDPE plastic by rotational molding with 4.00mm thickness, UV resistant and colored. 8. The equipment is fixed on ground with concrete of minimum strength M-25 and I shaped welded bolts of 18mm thickness. 9. Once the concrete is set, the equipment is fixed on to it and nuts and bolts are covered with base plate cover. 10. High tensile steel with galvanized nut bolts are used for assembly. 11. Equipment made to EN16630 & DIN 79000 International standard for outdoor fitness equipment. 12. Self-Explanatory stainless steel label fixed on equipment for ease of use. |
| 516 | Transporatation charges for gymequipments |
| 517 | Providing of Modern RCC precast bench for Park/garden Outdoor Eoc Friendly with back (3-4 seater ) including Fixing on ground all complete. |
| 518 | For One No. of Court |
| 519 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work upto plinth level. |
| 520 | 1:5:10 (1 Cement : 5 coarse sand (zone-III) : 10 graded stone aggregate 40 mm nominal size) |
| 521 | 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. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). |
| 522 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 523 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 524 | 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. |
| 525 | Providing and fixing AC strips in joints ofcement concrete floors. |
| 526 | 70 mm wide and 4 mm thick. |
| 527 | Providing and fixingof Basket Ball Pole : 8" round pipe with 3.2 mtr distance from the board. 25mm back board transparent Acrylic with International Standard die made frame coated die made framewith built in brackets for mounting. Dunking Rim with three spring mechanism complete. |
| 528 | Construction of External Pathway |
| 529 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m. |
| 530 | all kinds of soil |
| 531 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work upto plinth level. |
| 532 | 1:5:10 (1 cement : 5 course bound: 10 graded stone aggregate 40mm nominal size) |
| 533 | Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved s;ze, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 534 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand),ncluding making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 535 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : |
| 536 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 537 | 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. |
| 538 | Filling available excavated earth (excluding rock) in trenches, plinth, sides ofoundations 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. |
| 539 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 540 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 541 | Construction of External Pathway |
| 542 | 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 lift upto 1.5 m, as directed by Engineer-incharge |
| 543 | all kinds of soil |
| 544 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work upto plinth level. |
| 545 | 1:5:10 (1 cement : 5 course bound: 10 graded stone aggregate 40mm nominal size) |
| 546 | Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved s;ze, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 547 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand),ncluding making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 548 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : |
| 549 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 550 | 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. |
| 551 | Filling available excavated earth (excluding rock) in trenches, plinth, sides ofoundations 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. |
| 552 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 553 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 554 | For One No. PLAY GROUND( Size = 97.50x55.00Mtr ) |
| 555 | 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. |
| 556 | CUTTING & FILLING |
| 557 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. |
| 558 | all kinds of soil |
| 559 | 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. |
| 560 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). |
| 561 | Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). |
| 562 | Supplying and stacking sludge at site including royalty and carriage upto 5 km complete (sludge measured in stacks will be reduced by 8% for payment). |
| 563 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge (50 mm thick layer) |
| 564 | Bermuda Grass or Doob Grass |
| 565 | Grassing with ‘Doob’ grass including watering and maintenance of the lawn for 30 days or more till the grass forms athick lawn free from weeds and fit for mowing including supplying good earth if needed (the good earth shall be paid for separately). |
| 566 | In rows 5 cm apart in both directions. |
| 567 | FOOTPATH 2.00 MT. WIDE |
| 568 | 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 lift upto 1.5 m, as directed by Engineer-incharge |
| 569 | all kinds of soil |
| 570 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work upto plinth level. |
| 571 | 1:5:10 (1 cement : 5 course bound: 10 graded stone aggregate 40mm nominal size) |
| 572 | Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved s;ze, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 573 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand),ncluding making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 574 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : |
| 575 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 576 | 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. |
| 577 | Filling available excavated earth (excluding rock) in trenches, plinth, sides ofoundations 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. |
| 578 | deduct PCC |
| 579 | kurb stone |
| 580 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 581 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 582 | Bituminous Road |
| 583 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. |
| 584 | Supplying and stacking at site. 90 mm to 45 mm size stone aggregate |
| 585 | Supplying and stacking at site 63 mm to 45 mm size stone aggregate |
| 586 | Laying, spreading and compacting stone aggregate of specified sizes to WBM pecifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required densi |
| 587 | Laying, spreading and compacting stone aggregate of specified sizes to WBM pecifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required densi |
| 588 | Supplying and stacking at site Stone screening 13.2 mm nominal size (Type A) |
| 589 | Supplying and stacking at site Stone screening 11.2 mm nominal size (Type B) |
| 590 | Supplying and stacking at site Red bajri |
| 591 | Supplying and stacking at site Moorum |
| 592 | 2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt |
| 593 | Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 594 | Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On W.B.M. @ 0.75 Kg / sqm |
| 595 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete |
| 596 | 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. |
| 597 | SEPTIC TANK ( 50 USER"S) |
| 598 | Size of Tank = 5.00 X 1.60 X 1.40 Mtr |
| 599 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m. |
| 600 | all kinds soil |
| 601 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m. |
| 602 | Earth work in Excavation 1.50-3.00 mtr |
| 603 | all kinds soil |
| 604 | TakeQty of items 2.A |
| 605 | 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 up to 1.5 m. |
| 606 | 20 % of excavation of items (1.A.1+2.A.1) |
| 607 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 608 | 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size). |
| 609 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). |
| 610 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 611 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 612 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 613 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 614 | RCC Bend Beam |
| 615 | Suspended floors, roofs, landings, balconies and access platform. |
| 616 | Edges of slabs and breaks in floors and walls. |
| 617 | Under 20 cm wide |
| 618 | Side |
| 619 | Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering complete as per the direction of Engineer-in-charge. |
| 620 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. |
| 621 | Thermo-Mechanically Treated bars. |
| 622 | UP TO PLINTH |
| 623 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete |
| 624 | 40 mm thick with 20 mm nominal size stone aggregate |
| 625 | 6 mm cement plaster on rough side of single or half brick wall of mix: |
| 626 | 1:3 (1 cement: 3 fine sand) |
| 627 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality |
| 628 | HD-20 |
| 629 | Circular shape 560 mm internal diameter |
| 630 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. |
| 631 | Providing and fixing soil, waste and vent pipes |
| 632 | 100 mm dia. |
| 633 | Centrifugally cast (spun) iron socketed pipe as per IS: 3989. |
| 634 | Inlet + outlet |
| 635 | Vent Pipe |
| 636 | Providing and fixing terminal guard : |
| 637 | 100 mm |
| 638 | Sand cast iron S&S as per IS - 3989 |
| 639 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design.With F.P.S. bricks |
| 640 | SEPTIC TANK (200 USER"S) |
| 641 | Size of Tank = 8.90 X 2.70 X 1.70 Mtr |
| 642 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m. |
| 643 | all kinds soil |
| 644 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m. |
| 645 | Earth work in Excavation 1.50-3.00 mtr |
| 646 | all kinds soil |
| 647 | Take Qty of items 2.A |
| 648 | 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 up to 1.5 m. |
| 649 | 20 % of excavation of items (1.A.+2.A.) |
| 650 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 651 | 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size). |
| 652 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). |
| 653 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 654 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 655 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 656 | Suspended floors, roofs, landings, balconies and access platform. |
| 657 | Slab |
| 658 | Edges of slabs and breaks in floors and walls. |
| 659 | Under 20 cm wide |
| 660 | Side |
| 661 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. |
| 662 | Thermo-Mechanically Treated bars. |
| 663 | UP TO PLINTH |
| 664 | qty same as item no 5 |
| 665 | 6 mm cement plaster on rough side of single or half brick wall of mix: |
| 666 | 1:3 (1 cement: 3 coarse sand) |
| 667 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality |
| 668 | HD-20 |
| 669 | Circular shape 560 mm internal diameter |
| 670 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. |
| 671 | Providing and fixing soil, waste and vent pipes |
| 672 | 100 mm dia. |
| 673 | Centrifugally cast (spun) iron socketed pipe as per IS: 3989. |
| 674 | Providing and fixing terminal guard : |
| 675 | 100 mm |
| 676 | Sand cast iron S&S as per IS - 3989 |
| 677 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design.With F.P.S. bricks |
| 678 | SUB HEAD (I) :- EXTERNAL WATER SUPPLY PIPES AND FITTINGS |
| 679 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. |
| 680 | External work |
| 681 | 25 mm dia nominal bore (for rise pipe ) |
| 682 | 32 mm dia nominal bore |
| 683 | 40 mm dia nominal bore |
| 684 | 50 mm dia nominal bore |
| 685 | Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) : |
| 686 | 50 mm dia |
| 687 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 688 | 20 mm nominal bore |
| 689 | 25 mm nominal bore |
| 690 | 32 mm nominal bore |
| 691 | 40 mm nominal bore |
| 692 | Providing and laying in position cement concreteof specified grade excluding the cost of centering and shuttering (for thrust blocks at bends and junctions of water lines )by 1:2:4 (1 cement : 2 coarse sand : 4 graded stone agg. 20 mm nominal size) |
| 693 | Providing and fixing G.I. Union in GI pipe including cutting and threading the pipe and making long screws etc. complete(New work) |
| 694 | 25 mm nominal bore |
| 695 | 32 mm nominal bore |
| 696 | 40 mm nominal bore |
| 697 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality |
| 698 | LD- 2.5 |
| 699 | Rectangular shape 600*450 mm internal dimensions |
| 700 | Constructing masonry gate valve Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : |
| 701 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 702 | SURFACE DRAIN |
| 703 | 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 lift upto 1.5 m, as directed by Engineer-in-charge. |
| 704 | all kinds of soil |
| 705 | 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 up to 1.5 m. |
| 706 | Qty. = 25% of them no 1 |
| 707 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shttering - All work up to plinth level |
| 708 | 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size). |
| 709 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete 40 mm thick with 20 mm nominal size stone aggregate |
| 710 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stoneaggregate 12.5mm nominal size) |
| 711 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 712 | Foundations, footings, bases of columns, etc. for mass concrete |
| 713 | Brick work with F.P.S. bricks of class designation 75 infoundation and plinth in : |
| 714 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 715 | 12 mm cement plaster finished with a floating coat of neat cement of mix : |
| 716 | 1:4 (1 cement: 4 fine sand) |
| 717 | EXISTING SURFACE DRAIN (250X300 MM) |
| 718 | Take 1.00 Mtr Length |
| 719 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar |
| 720 | qty@50% |
| 721 | 250 Number of Brick per cum |
| 722 | Recover Brick |
| 723 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete 40 mm thick with 20 mm nominal size stone aggregate |
| 724 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stoneaggregate 12.5mm nominal size) |
| 725 | Brick work with F.P.S. bricks of class designation 75 infoundation and plinth in : |
| 726 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 727 | qty@50% |
| 728 | 12 mm cement plaster finished with a floating coat of neat cement of mix : |
| 729 | 1:4 (1 cement: 4 fine sand) |
| 730 | SEWERAGE SYSTEM |
| 731 | Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m : |
| 732 | All kinds of soil |
| 733 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia |
| 734 | Pipes, cables exceeding 300 mm dia but not exceeding 600 mm dia |
| 735 | 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 fine sand) including testing of joints etc. complete : |
| 736 | 150 mm dia. R.C.C. pipe |
| 737 | 450 mm dia. R.C.C. pipe |
| 738 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) |
| 739 | 150 mm diameter S.W.Pipe (L*.35*.10) |
| 740 | 450 mm diameter S.W.Pipe (L*.6*.15) |
| 741 | Constructing brick masonry manholein cement mortar 1 : 4 (1 cement : 4 coarse sand) with RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4gradestone aggregate 20mm nominal size); foundation concrete 1:4:8 mix(1 cement : 4 coarse sand : 8 gradedstoneaggregate40 mm nominalsize) insideplastering 12 mm thickwith cementmortar 1:3 (1cement 3 coarse sand ) finished with a floating coat of neat cement and makingchannels incementconcrete 1:2:4 (1cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finishd with a floating coat ofneatcement completeasper standard design |
| 742 | Inside size 90 x 80 cm & 45 cmdeep including CI cover with frame (light duty) 455 x 610mm internal dimensions, total weight of cover & frame to be not lessthan 38 kg (weight of cover 23 kg and weight of frame 15 kg) |
| 743 | With common burnt clay F.P.S.(non modular) bricks of classic designation 7.5 |
| 744 | Extra for depth for manholes: |
| 745 | size 90 X 80 cm |
| 746 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 747 | Providing and fixing square mouthS. W. Gully trapclass SP-1 complete with C.I. gratingbrickmasonry chamber with water tight CI cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design |
| 748 | 180 x 150 mm. size P type |
| 749 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 750 | Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : |
| 751 | With 20x20 mm square bar |
| 752 | Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm |
| 753 | Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in-charge. |
| 754 | Cleaning of existing septik tank |
| 755 | (SURFACE DRAIN (250X350 MM) |
| 756 | 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 lift upto 1.5 m, as directed by Engineer-in-charge. |
| 757 | all kinds of soil |
| 758 | 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 up to 1.5 m. |
| 759 | Qty. = 25% of them no 1 |
| 760 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shttering - All work up to plinth level |
| 761 | 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size). |
| 762 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete 40 mm thick with 20 mm nominal size stone aggregate |
| 763 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stoneaggregate 12.5mm nominal size) |
| 764 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 765 | Foundations, footings, bases of columns, etc. for mass concrete |
| 766 | Brick work with F.P.S. bricks of class designation 75 infoundation and plinth in : |
| 767 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 768 | 12 mm cement plaster finished with a floating coat of neat cement of mix : |
| 769 | 1:4 (1 cement: 4 fine sand) |
| 770 | SURFACE DRAIN (300X450 MM) |
| 771 | 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 lift upto 1.5 m, as directed by Engineer-in-charge. |
| 772 | all kinds of soil |
| 773 | 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 up to 1.5 m. |
| 774 | Qty. = 25% of them no 1 |
| 775 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shttering - All work up to plinth level |
| 776 | 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size). |
| 777 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete 40 mm thick with 20 mm nominal size stone aggregate |
| 778 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stoneaggregate 12.5mm nominal size) |
| 779 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 780 | Foundations, footings, bases of columns, etc. for mass concrete |
| 781 | Brick work with F.P.S. bricks of class designation 75 infoundation and plinth in : |
| 782 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 783 | 12 mm cement plaster finished with a floating coat of neat cement of mix : |
| 784 | 1:4 (1 cement: 4 fine sand) |
| 785 | COST OF RAIN WATER HARVESTING Disilting Chamber (2000x1000x1000 ) with Recharge Pit (1000x1000) |
| 786 | PART A |
| 787 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m. |
| 788 | all kinds soil |
| 789 | In all kinds soil upto 1.5m to 3.0m. depth |
| 790 | In all kinds soil upto 1.5m to 3.0m. depth |
| 791 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work up to plinth level: |
| 792 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). |
| 793 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 794 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 795 | Reinforced cement concrete work inbeams, suspended floors, roofs having slope up to 15º landings, balconies, shelves, chajjas, intels, bands plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement :1.5 coarse sand :3 graded stone aggregate 20mm nominal size) |
| 796 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 797 | Mild steel and Medium Tnsile steel bars. |
| 798 | Centring and shuttering including struting , proping etc and removal of form for : |
| 799 | Suspended floors, roofs, landings, balconies and access platform. |
| 800 | Edges of slabs and breaks in floors and walls |
| 801 | 12 mm cement plaster on rough side of single or half brick wall mix |
| 802 | 1:6 (1 cement : 6 coarse sand) |
| 803 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. |
| 804 | H.D. -20- Circular shape 560mm internal diameter |
| 805 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-incharge, upto 90 metre depth below ground level. |
| 806 | Rocky strata including Boulders |
| 807 | 300 mm dia |
| 808 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. |
| 809 | 150 mm nominal size dia |
| 810 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 811 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 812 | Supplying, filling, spreading & leveling coarase sand of size range 1.5 mm to 2mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 813 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/medium/coarse, in required grading & size as per actual requirement, all complete as per direction of Engineer-in-charge. |
| 814 | DESILTING CHAMBER |
| 815 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m. |
| 816 | all kinds soil |
| 817 | In all kinds soil upto 1.5m to 3.0m. depth |
| 818 | Providing and laying in position cement concrete of specified grade excluding the ccost of centering and shuttering -All work up to plinth level: |
| 819 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). |
| 820 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 821 | Cement mortar 1:6 (1 cement : 6coarse sand) |
| 822 | Reinforced cement concrete work inbeams, suspended floors, roofs having slope up to 15º landings, balconies, shelves, chajjas, intels, bands plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement :1.5 coarse sand :3 graded stone aggregate 20mm nominal size) |
| 823 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 824 | Mild steel and Medium Tnsile steel bars. |
| 825 | Centring and shuttering including struting , proping etc and removal of form for : |
| 826 | Suspended floors, roofs, landings, balconies and access platform. |
| 827 | Edges of slabs and breaks in floors and walls |
| 828 | Under 20 cm wide |
| 829 | 12 mm cement plaster on rough side of single or half brick wall mix |
| 830 | 1:6 (1 cement : 6 coarse sand) |
| 831 | Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: |
| 832 | With 20x20mm square bar |
| 833 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. |
| 834 | L D- 2.5 Rectangular shape 600x450mm internal dimensions . |
| 835 | Constructing brick masonry INSPECTION chamber 60x60x60 cm with bricks of class designation 75 in cement mortar 1:6(1 cement : 6 coarse sand) including CI cover with frame LIGHT WEIGHT complete as perdesign. With FPS bricks |
| 836 | COST OF RAIN WATER HARVESTING Disilting Chamber (4000x2000x2000 ) with Recharge Pit (2000x2000) |
| 837 | PART A |
| 838 | Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. |
| 839 | upto 1.5m depth |
| 840 | In all kind of soil upto 1.5m to 3.0m. depth |
| 841 | all kinds soil |
| 842 | In all kind of soil upto 3.0m to 4.5m. depth |
| 843 | all kinds soil |
| 844 | In all kind of soil upto 3.0m to 4.5m. depth |
| 845 | all kinds soil |
| 846 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work up to plinth level: |
| 847 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). |
| 848 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 849 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 850 | Reinforced cement concrete work inbeams, suspended floors, roofs having slope up to 15º landings, balconies, shelves, chajjas, intels, bands plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement :1.5 coarse sand :3 graded stone aggregate 20mm nominal size) |
| 851 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 852 | Mild steel and Medium Tnsile steel bars. |
| 853 | Centring and shuttering including struting , proping etc and removal of form for : |
| 854 | Suspended floors, roofs, landings, balconies and access platform. |
| 855 | Edges of slabs and breaks in floors and walls |
| 856 | Under 20 cm wide |
| 857 | 12 mm cement plaster on rough side of single or half brick wall mix |
| 858 | 1:6 (1 cement : 6 coarse sand) |
| 859 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. |
| 860 | HD-20- Circular shape 560mm internal diameter |
| 861 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-incharge, upto 90 metre depth below ground level. |
| 862 | Rockey strata including Boulders (300 mm dia |
| 863 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. |
| 864 | 150 mm nominal size dia |
| 865 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 866 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 867 | Supplying, filling, spreading & leveling coarase sand of size range 1.5 mm to 2mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 868 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/medium/coarse, in required grading & size as per actual requirement, all complete as per direction of Engineer-in-charge. |
| 869 | DESILTING CHAMBER |
| 870 | Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. |
| 871 | upto 1.5m depth |
| 872 | all kinds soil |
| 873 | upto 1.5m to 3.0m. depth |
| 874 | all kinds soil |
| 875 | upto 3.0m to 4.5m. depth |
| 876 | all kinds soil |
| 877 | Providing and laying in position cement concrete of specified grade excluding the ccost of centering and shuttering -All work up to plinth level: |
| 878 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). |
| 879 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 880 | Cement mortar 1:6 (1 cement : 6coarse sand) |
| 881 | Reinforced cement concrete work inbeams, suspended floors, roofs having slope up to 15º landings, balconies, shelves, chajjas, intels, bands plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement :1.5 coarse sand :3 graded stone aggregate 20mm nominal size) |
| 882 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 883 | Mild steel and Medium Tnsile steel bars. |
| 884 | Centring and shuttering including struting , proping etc and removal of form for : |
| 885 | Suspended floors, roofs, landings, balconies and access platform. |
| 886 | Edges of slabs and breaks in floors and walls |
| 887 | Under 20 cm wide |
| 888 | 12 mm cement plaster on rough side of single or half brick wall mix |
| 889 | 1:6 (1 cement : 6 coarse sand) |
| 890 | Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: |
| 891 | With 20x20mm square bar |
| 892 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. |
| 893 | LD-2.5 Rectangular shape 600x450mm internal dimensions |
| 894 | Constructing brick masonry INSPECTION chamber 60x60x60 cm with bricks of class designation 75 in cement mortar 1:6 (1 cement : 6 coarse sand) including CI cover with frame LIGHT WEIGHT complete as perdesign. With FPS bricks |
| 895 | EXTERNAL ELECTRICAL SUMMARY SHEET |
| 896 | SUB STATION EQUIPMENT (DSR Items) |
| 897 | 11KV / LT CABLE (DSR Items) |
| 898 | Supplying & making ofend terminations with brass compression gland and Al. lugs for following sizes of PVC insulated and PVC sheathed/ XLPE Al. conductor cable of 1.1 KV grade as required. |
| 899 | 3½ X 95 sq. mm (45mm) |
| 900 | 3½ X 70 sq. mm (38mm) |
| 901 | Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. |
| 902 | 150 mm dia |
| 903 | 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. |
| 904 | Upto 35 sq.mm |
| 905 | Above 35 sq. mm and upto 95 sq. mm |
| 906 | Above 95 sq. mm and upto 185 sq. mm |
| 907 | Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation, sand cushioning, protective covering and refilling the trench etc as required. |
| 908 | Upto 35 sq.mm |
| 909 | Above 35 sq. mm and upto 95 sq. mm |
| 910 | Above 95 sq. mm and upto 185 sq. mm |
| 911 | Laying of one number PVC insulated & PVC sheathed/ XLPE Power cable of 1.1 KV grade of following size in the existing RCC/HUME/METAL pipe as required. |
| 912 | Upto 35 sq.mm |
| 913 | Above 35 sq. mm and upto 95 sq. mm |
| 914 | Above 95 sq.mm and upto 185 sq.mm |
| 915 | Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required. |
| 916 | Upto 35 sq. mm (clamped with 1mm thick saddle) |
| 917 | Above 35 sq. mm and upto 95 sq. mm (clamped with25x3mm MS flat clamp) |
| 918 | Above 95 sq. mm and upto 185 sq. mm (clamped with25/40x3mm MS flat clamp) |
| 919 | Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required. |
| 920 | Upto 35 sq. mm (clamped with 1mm thick saddle) |
| 921 | Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp) |
| 922 | Above 95 sq. mm and upto 185 sq. mm (clamped with25/40x3mm MS flat clamp) |
| 923 | Supplying and making cable route marker with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) of size 60 cm X 60 cm at the bottom and 50 cm X 50 cm at the top with a thickness of 10cm including inscription duly engraved as required. |
| 924 | Supplying and fixing cable route marker with 10 cm X 10 cm X 5 mm thick G.I. plate withinscription there on, bolted /welded to 35 mm X 35 mm X 6 mm angle iron, 60 cm long and fixing the same in groundas required. |
| 925 | EARTHING AND MISCELLANEOUS ITEMS. (DSR Items) |
| 926 | Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc.with charcoal/ coke and salt as required. |
| 927 | Providing and fixing 25mm x 5mm GI Strip on surface or in recess for connections etc. as required. |
| 928 | Providing and fixing 6 SWG dia GI Wire on surface or in recess for loop earthing as required. |
| 929 | Providing and fixing 6 SWG dia GI Wire on surface or in recess for loop earthing along with existing surface/recessed conduit/submain wiring/cable as required |
| 930 | Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. |
| 931 | Supplying and laying of following size DWD HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. confirming to IS 14930, Part II Complete with fitting and cutting, jointing etc.. Direct in ground (75cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. |
| 932 | 90 mm dia (OD-90mm & ID-76mm nominal) |
| 933 | SUB STATION EQUIPMENT |
| 934 | METER BOARDS |
| 935 | Supply, installation, testing and commissioning of M.V. cubical type totally enclosed dust, dump and vermin proof Meter Bords complete with bus bars, MV danger notice plate, on surface ISI marked Electronic kWh meter, indication lamps, CT"s, Interconnection with suitable capacity aluminium strips / rods, door covers, seperate compartment for each meter, glass inspection window, connection of incoming and outgoing cables with thimbles, powder coated having following incoming and outgoingMCBs MCCBs and kWh meters complete as required. |
| 936 | METER BOARD -1 |
| 937 | 1 no. 100A, 415V, Ics= 16kA, 4P MCCB with O/C, S/C protection. |
| 938 | 1 Set of phase indicating lamp with MCB. |
| 939 | BUS BARS: |
| 940 | 200A TPN bus bars of aluminium alloy. |
| 941 | OUT GOING: |
| 942 | 4 nos. 40A DP MCB of 10kA with space for electronic direct kWh energy meter complete with all necessary wiring as per the Meter vendor requirement. |
| 943 | LT CABLE (Non DSR Items) |
| 944 | Supplying the following 1100V grade XLPE Insulated Aluminum Conductor Armoured cables, overall PVC sheathed 1.1 KV grade cables conforming to relevant IS code and technical specifications. |
| 945 | 3.5C x 95 sq.mm. AL. ARM. XLPE cable |
| 946 | 3.5C x 70 sq.mm. AL. ARM. XLPE cable |
| 947 | 3.5C x 50 sq.mm. AL. ARM. XLPE cable |
| 948 | GST AS PER APPLICABLE |
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