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| 1 | EARTH WORK |
| 2 | Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil itemA) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. |
| 3 | Extra for earth work in hard soil as per specification and direction of E/I. (vide classfication of soil item - B) |
| 4 | Earth filling infoundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earthobtainedfrom excavation offoundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I.(mode of measurement compacted volume) |
| 5 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including" cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume). |
| 6 | Clearing grass and removal of rubbish uptp a distance of 50 meters outside the periphery of the area |
| 7 | Excavating, supplying and filling of local earth/Sand (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. |
| 8 | Providing 250mm. Wide brick drain in cement mortar (1:6) with av. 150mm clear depth and 250mm apron including cost of eartwork involved with 75mm cement concrete (1:4:3) over one brick designation 75A flat soling in proper grade and slope at the base the drain duly plastered in C.M. (1:3) with punning over exposed surface all complete as per building specification and direction of E/I. |
| 9 | Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 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 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : |
| 10 | 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 :. |
| 11 | 250 mm dia. |
| 12 | 300 mm dia. |
| 13 | CONCRETE WORK |
| 14 | 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) |
| 15 | Providing and laying in position cement concrete of specified grade Excluding the cost of centering and shuttering - All work upto plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 16 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated andgroutedwithfinesand,includingnecessaryexcavation,levelling& dressing & finishing the top smooth. |
| 17 | Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.) |
| 18 | Mastic Asphalt Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10sqm and at an approximate spacing of 10cm center to center in both directions, pressed into surface when the temperature of surfaces is not less tha 1000c, protruding 1mm to 4mm over mastic surface, all complete as per clause 516 |
| 19 | RCC WORK |
| 20 | 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 40 mm nominal size) |
| 21 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 22 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size) |
| 23 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level 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(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 24 | 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 18: 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/ recoverableseparately). |
| 25 | All works upto plinth level |
| 26 | All works Above plinth level |
| 27 | Add for using extra cement in the items of design mix over and above the specified cement content therein. |
| 28 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 29 | Foundations, footings, bases of columns, etc. for mass concrete |
| 30 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 31 | Suspended floors, roofs, landings, balconies and access platform |
| 32 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 33 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 34 | Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like |
| 35 | Edges of slabs and breaks in floors and walls. Under 20 cm wide |
| 36 | Providing Tor steel reinforcement of all dia rods as per approved design and drawing exclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. TMT Fe 500 (only valid for Tata (Tiscon),SAIL,JSPL,Electrosteel Steel Ltd.Bokaro &Vizag ( RINL) |
| 37 | Providing Tor steel reinforcement of 8mm. dia rods as per approved design and drawing -do- -do- TMT Fe 500 do-do |
| 38 | Providing Tor steel reinforcement of 10mm., bars as per approved design and drawing -do- -do- |
| 39 | Providing Tor steel reinforcement of 12mm,16mm,20mm,25,Dia. bars as per approved design and drawing -do- -do- |
| 40 | BRICK WORK |
| 41 | Providing designation 75 B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification & direction of E/I |
| 42 | Providing designation 75 A brick work in C.M. (1:6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l. |
| 43 | Providing designation 75 B brick work in C.M. (1:6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including, providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 44 | Providing designation 100A brick work with flyash lime brick (FLAG) confirming to IS 12894-1990 (9"x4.5"x3") in C.M. (1:4) in super structure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints costs of screening materials, scaffolding, raking out joints to 15mm depth curing taxes and royalty all complete as per building specification and direction of E/I. |
| 45 | Providing Designation 100AB/W with Fly Ash Lime Brick (FALB) conforming to IS 12894-1990 (9"x4.5"x3") in cement mortar (1:6) in Superstructure with clean coarse sand of F.M. 2 to 2.5 including 10mm thick mortar joints,cost of screening, raking out joints to 15 mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l. |
| 46 | Providing designation 112mm thick reinforcement designtion 100 A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9"x4.5"x3") in C.M. (1:4) in supertructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including cost of screening materials scaffoliding raking out joints to 15mm depth curing taxesand royalty ( but excluding theb cost of reinforcement) all complete as per
building specification and direction of E/I. |
| 47 | Providing average 150 mm thick dry rammed koha beaten to 112 mm. (Compacted with water ) made of well burnt or jhama bricks including ramming properly till compacted thickness is achieved, curing and carriage of water with all leads, making proper slope and blending the top with cement mortar (1:10) all complete as per building specification and direction of E/I. |
| 48 | Extra for providing & placing in position 2 no 6mm dia ms bar every 3rd corse of half brick masonry |
| 49 | WOOD WORK |
| 50 | Supplying, fitting and fixing good quality, well dressed and well seasoned sal wood work in charkha in doors, windows skylights, fanlights and C/W celetial windows openings, including wedge over all clamps complete including application of two coats of wood preservative of approved quality on the surface butting walls and lintels all complete as per building specification and direction of E/I. |
| 51 | Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). |
| 52 | Supplying, fitting and fixing 30mm thick solid core type decorative single leaf flush door shutter with both sides decorative veneered with black board core bended with high quality phenol formal dehydes synthetic resin of standard make with Aluminium fittings such as hinges, tower bolts, handle, cleats and sand blocks and taxes all complete as per building specification and direction of E/l. |
| 53 | Finishing Work |
| 54 | Providing 12mm cement plaster (1:3) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per specification and direction of E/I. |
| 55 | Providing 12mm cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. |
| 56 | Providing 6mm cement plaster (1:4) in celling with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. |
| 57 | Providing 1.5mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/I. |
| 58 | Providing 19mm thick water proof cement plaster (1:3) with clean coarse sand of F.M. 1.5with 5% cico or any other approved water proofing compoundincluding taxes and royalty all complete as per building specification and direction of E/l. |
| 59 | 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. |
| 60 | 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 |
| 61 | 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. |
| 62 | Providing two coat of oil bound distemper of approved shade and make over a primer coat of cement primer over new surface including preparing the plastered surface by rubbing smooth with pumice stone or fine sand paper applying putty wherever required scaffolding, washing floors and taxes all complete as per building specification and direction of E/I. |
| 63 | Providing two coats of synthetic enamel paint of approved shade and make over steel surface including cleaning the surface thoroughly, scaffolding and taxes all complete as per building specification and direciton of E/l. |
| 64 | ALUMINIUM WORK |
| 65 | Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminum sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminum snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelingand dash fasteners to be paid for separately) :For fixed portion |
| 66 | Powder coated aluminum (minimum thickness of powder coating 50 micron) |
| 67 | For shutters of doors, windows & ventilators including providing and fixing hinges/pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately). |
| 68 | Powder coated aluminum (minimum thickness of powder coating 50 micron) |
| 69 | Providing and fixing glazing in aluminum door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminum snap beading shall be paid in basic item): |
| 70 | With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) |
| 71 | STEEL WORK |
| 72 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 73 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 74 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. |
| 75 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover |
| 76 | Supplying, fitting and fixing M.S. grill gate with M.S. grills made of 20x6mm M.S. flats or 16mm square bars fitted on 25x25x6mm M.S Angle frame including cost of fabrication , providing necessary locking arrangement with haskal and domny duly fixed in P.C.C. (1:2:4) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/l. |
| 77 | FLOORING WORK |
| 78 | Providing average 150 mm thick dry rammed koha beaten to 112 mm. (Compacted with water ) made of well burnt or jhama bricks including ramming properly till compacted thickness is achieved, curing and carriage of water with all leads, making proper slope and blending the top with cement mortar (1:10) all complete as per building specification and direction of E/I. |
| 79 | Providing and laying 25mm thick. Kotah stone slab flooring of approved size, texture and colour over 19mm thick base of lime mortar (1:1:1) (lime putty:surkhi:coarse sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing to granolithic finish with approved quality of carborandum stone including cost of curing, taxes and royality all complete as per building specification and direction of E/I. (iv) 600 x 600 mm size |
| 80 | Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge |
| 81 | 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. 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. |
| 82 | Providing randam rubble stone masonry in CM (1:6) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. |
| 83 | 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), including grouting the joints with white cement and matching pigments etc., complete. 600 x 600 mm size |
| 84 | Providing and laying 1st quality Ceramic glazed wall tiles thickness to be specified by the manufacturer) in walls over 12mm cement mortar (1:3) and jointed with grey cement slurry flush pointed with white cement including rubbing polishing and cost of curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 85 | 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. |
| 86 | 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. Granite of any colour and shade |
| 87 | Area of slab over 0.50 sqm. |
| 88 | Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth. |
| 89 | Granite Stone of approved shade |
| 90 | Dredging service for Pond. Providing thedredging machines with suitable boats,required lube and fuel or ectricity , manpower to operate the machine and service and maintance ofmachine complete for Dredging.1 MTR DEPTH. |
| 91 | ROOFING & WATERPROOFING WORK |
| 92 | Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement :4 coarse sand) mixed with 2% integral water proofing compound |
| 93 | Water. proofing for Old and New Roof Slab :- Providing and laying water proofing treatment on roof slab by applying two Component, factory designed, ready to use, acrylic modifiedflexible material applied with , brush, rolleror spray for water proofing coating as per manufacturer specifications with following steps :- |
| 94 | (a)surface preparation :-Providing and cleaning of concrete surface to remove dust, oil, grease including removal of existing loose paint coating, and cement laitance by cleaning with compressed air & water jet including all materials, labour, toolscomplete. Ponding test to be done after plugging all outlets and to be checked from soffit to identify seepage, leakage. On identification of seepage, cement grouting to be done with non shrink expanding admixture of Sika India Pvt.Ltd. /MYK Schomberg / Dr Fixit/Fosroc or equivallent. Providing and reparing of all corners and joints such as those between the parapet wall and the roof slab etc shall be chamfered with 150mm X 150 mm fillet of mortar (Cement: sand - 1:4) admixed with acrylic polymer ofSika/ Fosroc/MYK Schomberg/Dr Fixit or equivalent. Before chamfering a prime coat shall be given with the slurry of acrylic polymer. Repairing surface irregularities, damaged concrete in base slab, dead cracks if any, with an acrylic polymer modified repair mortar including a coat of bonding agent of the same with cement slurry including all material, labour, tools complete. |
| 95 | (b)1st Coat :- Apply 1st coat of two component acrylic modified, ready to use, flexible cementitious material on surface saturated dry roof and inside wall of Parapet wall upto 600 mm by brush or roller. After 1st coat of application ,45 gsm oI Fibre glass cloth to lay when the first layer is still green. 1st coat should be applied @1.50 kg/Sqmt/coat For the purpose of measurernent tte entire treated surface will be measured." |
| 96 | (c) :2nd Coat:- To apply the 2nd coat of two component acrylic modified,ready to-use, flexible cementitious material right angle to the "1st coat over the glass fibre laid surface. 2nd coat should be applied @0.7 kg/ Sqmt/coat. For the purpose of measurement the entire treated surface will be measured." Alter three days of drying the 2nd coal , the rain water outles to be plugged and ponding test to be done for 48 hours to identify seepage, leakage from soffit and if found necessary rectification lo be done as per satisfation of E/c. |
| 97 | The Watqrproofing Brand:*Sil |
| 98 | 4624) Slant-Shear Bond Strength -4 N/mm2 (According to FIP 5.15) Elongation at Break -35% without Fibre Cloth and 20% wilh Fibre Cloth (According to ASTM D 2370) |
| 99 | D Protection of treated with pcc :- The treated surface shourd be covered with 25mm/50mm PCC of M-20 grade(1:1.5:3) with proper slope ( 1:120) towards the rain outlets in alternatepanels of 2 mtx2mt keeping 6 mm gap between the panel joint. integral water proofing admixture conforming to lS 2645 @ of 100 ml perbag of of cement to be added in the screed concrete (paid separately for thts ltems |
| 100 | all corners shall be charfered with 150mm X 150 mm fillet. The rain water outlets shall be just leveled with the screed concrete to ensure smooth discharge of water - the peripheral gaps between pvc pipe outlet and concrete surface should be packed properly with rich concrete and the peripheral mouth to be sealed with moisture insensitive epoxy putty of Sika lndia Pvt.Ltd / IVIYK Schomberg / Dr FixiUFosroc .For the purpose of measurement the entire treated surface will be measured." |
| 101 | (e)Groove of PCC surface should be filled with Polysulphide Sealant (Paid Separately) Brand - Sika lndia Pvt Ltd / MYK Schomberg / Dr Fixit/Fosroc |
| 102 | Covering of treated surface wrth PCC :- Providing 50 mm thick Cement Concrete M20 (1:1.5:3) raintaining slope in alternate 2 mIx 2 mt panels with aaproved quality of stone chips of 20 mm to 6 mm size graded and clcaned sand of F M 2 5 io 3 including screening,shuttering,and mixing cerite nt c0ncrete in mixer with admixture of integral water proofing and placing rn position,strikirrg cLrring,t-a]glgnd royality all complete as per buildirrg specifictionJand direction of E/l.Panels that has been left should be casteci nextday.-lhere should be 6 mm gap between Panels.Brand- Sika *Plastocrate plus,MYK proof WP10, Fosroc- Conplast X421ic , Dr Frx,t Prdiproof LWr |
| 103 | Providing and filling of 6 mm thick Groove between 50 mm PCC Panels with 6 mm thick 25 mm deep thermocol strip and filling the rest 25 mm with Polysulphide Sealant (Poring Grade)as per drawings and technical specifications and direction of E in Charge.(with 18% GST).Brand:-Sika- Polysulphide, Fosroc-Thioflex 600,Dr." Fixit Pidi Seal PS(42P),MYK Seal PS or Equivalent |
| 104 | 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: |
| 105 | a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. |
| 106 | b) 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 |
| 107 | c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixture with waterproofing compound conforming to IS : 2645 and approved by engineer in charge |
| 108 | d) Finishing the surface with 20mm thick jointless cement mortar of mix 1:4 (1cement :4coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. |
| 109 | e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineerin- Charge : |
| 110 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 111 | Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of : |
| 112 | v) Ist course of applying cement slurry @ 4.4 Kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. |
| 113 | vi) IInd course of 20mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. |
| 114 | vii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 Kg. per sqm of area. |
| 115 | viii) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 Kg/sqm.) |
| 116 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :In 75x75 mm deep chase |
| 117 | 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 cementlaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 118 | CARRIAGE OF MATERIALS |
| 119 | SAND(UPTO 10KM LEAD) |
| 120 | CHIPS(UPTO 22KM LEAD) |
| 121 | METAL (UPTO 22 KM LEAD) |
| 122 | BRICKS (UPTO 8KM LEAD) |
| 123 | HORTCULTURE WORK |
| 124 | Supplying and stacking of good earth at site including royalty and carriage up to 1 km (earth measured in stacks will be reduced by 20% for payment). |
| 125 | Supplying and stacking at site dump manure from approved source, including carriage up to 1.0 km (manure measured in stacks will be reduced by 8% for payment) |
| 126 | Screened through sieve of IS designation 20 mm |
| 127 | Screened through sieve of IS designation 16 mm |
| 128 | Screened through sieve of IS designation 4.75 mm |
| 129 | Supplying and stacking of well decayed cow dung manure at site including royalty and carriage up to 1.0 km (cow dung manure measured in stacks will reduced by 8% for Payment) |
| 130 | Fine dressing of the ground |
| 131 | Mixing earth and sludge or manure in the required proportion specified or directed by the Engineer-in-charge |
| 132 | Spreading of sludge, dump manure and / or good earth in required thickness as per direction of Engineer-in-charge (cost of sludge, dump manure and / or good earth to be paid separately). |
| 133 | Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts |
| 134 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) |
| 135 | Holes 1.2 m diameter and 1.2 m deep |
| 136 | Holes 90 cm diameter and 90 cm deep |
| 137 | Holes 60 cm diameter and 60 cm deep |
| 138 | Holes 45 cm diameter and 45 cm deep |
| 139 | MAINTAINANCE WORK |
| 140 | Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, herbs, edge, flower beds, foliages, creepers etc. including hoeing, weeding, pruning, replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecticide, pesticide & fertilizers (whenever required) top dressing of lawn with good earth and manure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide, Pesticide will be provided by the Department & lawn mover and brush cutter with fuel and other T & P material/articles shall be provided by the contractor.) and as per direction of officer in charge.Play grounds / Public parks (1Mali for 2.00Acre). |
| 141 | TREES |
| 142 | Delonix regia, Gulmohar / April fool |
| 143 | Cassia fistula,Amaltash |
| 144 | Dalbergia sissoo,Sheesham |
| 145 | Pterospermum acerifolium,Makchund |
| 146 | Ficus religiosa,peepal |
| 147 | Ficus benghalensis,bargad / banyan |
| 148 | Cestrum nocturnum,raat rani |
| 149 | Cestrum nocturnum,raat rani |
| 150 | Saraca indica,Sita Ashok |
| 151 | Azadirachta Indica,Neem |
| 152 | Bauhinia purpurea,Kachnar |
| 153 | Callistemon lanceolatus,Bottle brush |
| 154 | Spathodea campanulata,rugtoora |
| 155 | Plumeria alba,white champa |
| 156 | Plumeria rubra,pink champa |
| 157 | Lagerstroemia flosreginae,jarul |
| 158 | Polyalthia longifolia,Ashok |
| 159 | Tectona grandis,sal |
| 160 | Tamarindus indica,Imli |
| 161 | Mangifera indica,Mango |
| 162 | Eugenia jambolana,Jamun |
| 163 | Phyllanthus emblica,Amla |
| 164 | PALM |
| 165 | foxtail palm |
| 166 | Bottle palm |
| 167 | Areca Palm |
| 168 | Traveller"s palm |
| 169 | Bismarckia Palm |
| 170 | Phoenix palm |
| 171 | BAMBOO |
| 172 | Buddha belly bamboo |
| 173 | SHRUBS and CLIMBER"S |
| 174 | Clerodendrum inerme,Volkameria inermis |
| 175 | Ficus panda |
| 176 | Ficus benjamina Starlight,Ficus Starlight |
| 177 | Gardenia jasminoides |
| 178 | Golden duranta |
| 179 | Hamelia patens |
| 180 | Hibiscus rosa-sinensis,udhul |
| 181 | Raphis excelsa,lady palm |
| 182 | Tecoma gaudichaudi,Yellow bells |
| 183 | TMC dwarf,Chandani |
| 184 | Canna dwarf |
| 185 | Rose |
| 186 | Topiary of Ficus Panda |
| 187 | Marigold jaffri |
| 188 | Dracaena |
| 189 | Quisqualis indicia |
| 190 | GROUND COVERS |
| 191 | Alternanthera red |
| 192 | Chlorophytum comosum |
| 193 | Jatropha |
| 194 | Sprenger"s asparagus.Foxtail fern |
| 195 | Syngonium podophyllum,Syngonium butterfly |
| 196 | Tradescantia pallida |
| 197 | GRASS |
| 198 | Cynodon dactylon,doob grass |
| 199 | INTERNAL EIECTRICAL WORK |
| 200 | Wiring for light point/ fan point / exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed PVC conduit, with modular switch, modular plate, suitable GI box etc as required. Group C |
| 201 | Wiring for light/ power plug with 2X4 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit alongwith 1 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. |
| 202 | Wiring for light/ power plug with 4X4 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit alongwith 2 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. |
| 203 | Wiring for circuit / submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed PVC conduit as required |
| 204 | 2x1.5sq mm + 1x1.5 sq mm earth wire |
| 205 | 2x2.5sq mm + 1x2.5 sq mm earth wire |
| 206 | 2x6 sq mm + 1x6 sq mm earth wire. |
| 207 | Supplying and fixing of following sizes of PVC conduit along with the accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. |
| 208 | 20mm dia |
| 209 | 25mm dia |
| 210 | 32mm dia |
| 211 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. |
| 212 | 5/6 amps one way switch |
| 213 | 15/16 amp one way switch |
| 214 | 5/6 amp 3 pin socket outlet |
| 215 | 5/16 amp 6 pin socket outlet |
| 216 | Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required. |
| 217 | 4/5 Module (78mm x140mm x 50mm) |
| 218 | 6 Module (78mmX205mmx50mm) |
| 219 | Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, 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) 12 WayDouble Door |
| 220 | Supplying and fixing 6 Amp to 32 Amp rating 240 volts, 10 KA"C" Curve Miniature Circuit Breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc.,as required. |
| 221 | 6 / 32 Amp Single Pole |
| 222 | 50/63 Amp DP |
| 223 | Supplying and fixing of following rating double pole ( Single pole & neutral),240 volts, resudual current circuit breaker (RCCB), having a sensivity current 30 miliampere in the existing MCB DB complete with connections, testing & commissioning etc as required. 63 Amps |
| 224 | Providing and fixing M.V. danger Notice plate of 200mm x 150 mmof made of mild steel, at least 2 mm thick and vitreous enamelded white on both side and with inscription in single red colour in front side as requird |
| 225 | 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 etc. (with charcoal or coke and salt) as required. |
| 226 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required |
| 227 | Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required. |
| 228 | Supply of XLPE insulated PVC sheathed, heavy duty, armoured electrical cable with aluminium conductor for working voltage upto and including 1100 volts. (conforming toIS-7098. (Part-I). |
| 229 | 3.5 core,35 sq.mm. |
| 230 | 2 core,10 sq.mm. |
| 231 | 2 core,6 sq.mm. |
| 232 | 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. |
| 233 | Upto 35 sq. mm |
| 234 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required. |
| 235 | Upto 35 sq. mm |
| 236 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. |
| 237 | 2 x 6 sq. mm (19mm) |
| 238 | 3 X 10 sq. mm (22mm) |
| 239 | 3½ X 35 sq. mm (32mm) |
| 240 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc..direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. |
| 241 | 120 mm dia (OD-120 mm & ID-103 mm nominal) |
| 242 | EXTERNAL LIGHTING PANEL (OUTDOOR TYPE) |
| 243 | Design, Manufacturing, Supply, installation, Testing & Commissioning of Outdoor Type Panel with Front & Back double door, Top canopy, Mounting on Floor M.S. Stand etctotally enclosed free standing type water, moisture, dust and vermin proof Sub Distribution Board made out of 2.0 mm thick CRCA sheet complete with followingequipments, includingammeter, ammeter selector switch, voltmeter, voltmeter selector switch, indicating lamps, CT"s, internal wiring with suitablesize wires/ cable, interconnection, painting etc as required. |
| 244 | INCOMING |
| 245 | 1 No 100 Amp FP Moulded Case Circuit Breaker (25 KA) with 100 Amp 4 Pole Contactor & Timer. |
| 246 | 1 No. Digital AVF Meter with inbuilt selector switch and CT" & SP MCB. |
| 247 | 1 Set of phase indicating lamps. |
| 248 | 1 Set of ON/OFF indicating lamps with SP MCB. |
| 249 | BUS BARS |
| 250 | 200 Amp FP aluminium busbar with coloured heat shrinkable sleeve. |
| 251 | OUTGOING |
| 252 | 10 Nos. 25 Amp DP MCB(10 KA) |
| 253 | 03 Nos. 63 Amp FP MCB(10 KA) |
| 254 | 03 Nos. 63 Amp DP MCB(10 KA) |
| 255 | Panel described as above |
| 256 | S.I.T.C of Following rating LED Street Lighting luminare with pressure die cast housing and toughened glass cover (IP 66 protection ) in existing pole / pipe for supply voltage 100-270 AC 50Hz Luminare shall be confirm to IS :10322 part 5/ section-3 and shall be complete with all nessessary accessories as required. |
| 257 | 60W LED Street Light |
| 258 | Supplying& installation of 7 mtr. Height Octagonal Hot Dip galvanized pole (BOP. 7030) with top dia 70 mm bottom dia 130 mm & made of 3 mm thick sheet base plate dimensions 200x200x12 mm (LxBxT) including suitable size of foundation bolt all complete as required (without Arm). |
| 259 | 1m Single Arm Suitable for 70MM Top |
| 260 | S.I.T.C of Following rating approved make LED BOllard Fitting with cylindrical shape and inverted cone shape head of height 600 to 850 mm power input -8/9 watt with die cast aluminium housing opel with PC diffuser, IP-65/54 protection, conferming to IS : 10322 part 5 etc all complete as requird. (Excluding Plinth Charge.) |
| 261 | SITC of following rating recess / surface mounted LED round / square shape down light luminarie with pressure die cast housing for single phase supply voltage Luminarie shall be confirm to IS: 10322 part -5 / section -2 or IEC :62722 withh all neccesary accessories as required.Make:- Havells/Philips/Crompton/Wipro / India Bulls. |
| 262 | 12W LED Round Down Light (Surface ) |
| 263 | 18 /20 W LED Round Down Light (Surface) |
| 264 | Bulk Head fitting with 9/10Watt LED. |
| 265 | S.I.T.C of following rating surface mounted LED Tube Lighting Fitting Suitable for 230V 50 Hz, Single Phase Supply etc. complete as required. |
| 266 | 10/12 W LED Tube Light |
| 267 | 20/22 W LED Tube Light |
| 268 | SITC of300 mm (12") Exhaust fan (Metal body) suitable for single phase 230 volts, 50 Hz., AC supply complete with motor, louvers/shutters etc. complete as required. Make :- Usha/Crompton / Havells . |
| 269 | SHIFTING EXISTING ELECTRIC POLE STRUCTURE & LT CABLE ETC. |
| 270 | LED SOLAR STREET LIGHT |
| 271 | Supply & Installation of Solar Street Light Type of PV Module-Only indigenous modules of IEC Tested used. Crystalline high power/efficiency cells used in the solar photovoltaic module.Power output of PV Module -= 75 Wp at 16.4 ±0.2 Volt at STC.PV Module Efficiency-= 14%.The open circuit voltage of the PV modules underSTC (in volts)-21.BIS CRS compliance for PV Module.as per IEC 61215 Edition II / BIS 14286 from NABL or IECQ accredited Laboratory.Type of Battery-Lithium Ferro Phosphate battery (LiFePo4). Operating from dusk to dawn first four hour full brightness, rest of the time at lower level, with motion sensor.Battery capacity -= 12.8 V (nominal), 30 Ah at STC (1 day autonomy).Cycle/ Current-Battery cycle life 2000 cycle at 80 % discharge.LED chip Efficacy (Lumen/watt)-=135.Luminaire System Efficacy , Lumen output , (Lumen/watt) - =120.The color temperature of white LEDs used in the system-5500 degree K – 6500 degree K.The temperature of heat sink-= 20 degree centigrade above ambient temperature during operation.CRI -> 70 %.-Lighting quality -Free from glare, flickering and UV.Wattage-Power consumption of the LED Luminaire / Lighting unit = 30W (including LED and Driver power loss).Ingress protection-IP65 or better.Provision of Fuses-Fuses provided to protect against short circuit conditions.Protection-Full protection against open circuit, accidental short circuit and for reverse polarity provided.The self consumption of the charge controller-= 20 mA at rated voltage and rated current.Indicators on the system -Provided with 2 LED indicators: a green light to indicate charging in progress and a red LED to indicate deep discharge condition of the battery. The green LED glow only when the battery is actually being charged.Total electronics efficiency-= 90 %.Conformity of the specification for Steel tube for street light pole-as per IS:1161:2014 latest.Hot dip galvanized condition the zinc coating on the tubes-as per IS:4736 latest.Nominal bore size of tube / Thickness of tube-40 mm / 3.2 mm.Height of pole (in m)-6.Battery box-Outside the luminaire enclosure in a vented, acid proof and corrosion resistant, hot dip galvanized metallic box (IP65 or better) with anti-theft locking arrangement for outdoor use.All Complete work as per E/I. |
| 272 | HIGH MAST |
| 273 | Supply of 20mtr. High mast in two section Construction 5355 grade as per BIEN 10 025 Top Dia 150mm, bottom dia 410mm, plate thickness 3mm,2Oside polygon, galvanisation as per BS EN ISO 146L, base plate dia 570mm, base plate thickness 25mm, GI single spike lighting protection, maximum wind speed 47 m/swith 8 nos foundation bolts of PCD 490mm TS 600/ 30mm dia/850 mm long. Luminaries carriage : Material for 50 NB ERW Class B - M.S. Pipe, dia of carriage ring 535mm (ID) with 6 arm, welded,2 sections having carrying capacity upto 12 luminaries. Trailing Cable : 5 core 4sq.mm. PVC flexible copPer conductor Winch/Power Tool : Double drum, SWL 750 kg with 1HP 6 pole single speed integral motor Rope : Grade A13131"6,7 /19 construction, dia 6mm, BLC 2350 x 2 having 2 nos of continues roPe. Aviation obstmction light: twin dome aviation obstruction lights LEDtype as required. (But excluding Feeder Pillar) |
| 274 | For 20 mtr. High mast: ITC of the high mast and light fixture with the help of suitable tools and plans, wiring of luminaries with all Wiring material like PVC insulate[Pvc sheathed flexible cable of suitlblb copper conductor lugs, MCB and all labour & construction of shallow foundation with M25 grade concrete for the high mast considering safe soil bearing capacity of 10T / mhs sq. for 20 M High mast. |
| 275 | Providing fixingtesting & commissioning of LED FLOOD Light 240W) complete with all accesries as required |
| 276 | Deep Boring |
| 277 | Cost of Drilind 200 mmx165mmx125 mtr.deep bore well in all kind of Soil and rock in rural area for instalation of pump set with Hydrolic DTH Rig machine all complete including all materials, tools,driling rig,air compressureand equipmentsas well as fule, lubricantsand cost of transportation of rig machine annd other vehical up to Site. |
| 278 | (a) From 0.00 M to 50.00 M below G.L. |
| 279 | (b) From 51.0 M to125.00 M |
| 280 | (c) From126.0 M to150.00 M |
| 281 | Supplying, assembling, lowering and fixing in vertical position in borewell,unplasticizedPVCmediumwellcasing(CM)pipeof required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.
200 mm nominal size dia |
| 282 | Development of tube well in accordance with IS : 2800 (part I) andIS: 11189, to establish maximum rate of usable water yield withoutsand content (beyond permissible limit), with required capacity aircompressor, running the compressor for required time till well isfully developed, measuring yield of well by "V" notch method or anyother approved method, measuring static level & draw down etc. bystep draw down method, collecting water samples & getting testedin approved laboratory, i/c disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessoriesetc., all as per requirement and direction of Engineer-in-charge |
| 283 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of:
200 mm dia |
| 284 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 200 mm clamp |
| 285 | Supplying 100mm dis submersible pump sets confirming to 8034 and motor confirming to IS 9283 pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene/noryl impeller. Motor suitable for working on 415 + 10, 3HP, 50 Hz, AC supply with cable guard, thurst carbon/fiber bearing to withstand entire hydraulic thurst, water proof winding shall be provided. The pump set shall be suitable for diret coupling Pump shall have suitable outlet as per manufacturers design. Anti thurst stream lined non return valve shall be provided with pump, 3 meter submersible copper conductor cable in single/double run shall be provided with each pump.Submersible pump set 100mm dia (with Polypropylene/Noryl Impeller) up to 20 stages
2 HP |
| 286 | Supply fitting and fixing of standered make starter pannel Board with arrangement of all necsssury protection including all taxes , all complete job as per direction of E/I. |
| 287 | Supplying fitting and fixing 3 crore 4 sqmm Flat copper submersible cable FINOLEX / HEVELS make including all taxes ,royalty etcall complete job as per direction of E/I. |
| 288 | Supply fitting and fixing lowering 40 mm dia G.L. collumn pipe - do - do - all complete job as per direction of E/I. |
| 289 | Sanitary & Water Supply Works |
| 290 | Providing and fixing brass/C.I. stop cock of approved quality all complete as per specification and direction of E/I. |
| 291 | 15 mm dia |
| 292 | Providing and fixing G.M. non return valve Horizontal/Vertical type of approved quality as per specification and direction of E/I. |
| 293 | 25 mm dia |
| 294 | 32 mm dia |
| 295 | Making holes in walls for laying G.I. pipe and restoring the same after pipe laying as per specification and direction of E/I. |
| 296 | 125 mm thick wall |
| 297 | 250 mm thick wall |
| 298 | Supplying, fitting and fixing the following items complete with all materials as per specification and direction of E/I. |
| 299 | Mirror (300 x 450mm) |
| 300 | C.P. brass tower rail |
| 301 | C.P. brass soap container medium quality with screw and hinges etc. |
| 302 | Supplying, fitting and fixing viterious white glazed earthen ware I.W.C. of parry Hindustan or any other I.S.S. approved make with 100mm H.C.I. "p" trap 15 litres C.I. pull and let go flushing cistern of names or other I.S.S. equivalent make, complete with all fittings C.I. or C.C. brackets 32mm alkathene/P.V.C. telescopic flush, pipe about 2M long with one brass coupling and clamps G.I. chain and pull including supplying and fixing a pair or viterous white glazed earthenware footrest to be fixed in floor 15mm C.I. body brass spindle stope cock of weight not less than exposed pipe and cistern with two coats of approved paint over a coat of red oxide primer etc. all complete as per specification and direction of E/I.
580mm long - With 12.5 lit. low level PVC cistern |
| 303 | Supplying, fitting and fixing 40mm highb viterous white glazed earthen E.W.C. with "P" trap of parry hindustan or any other approved I.S.S. make including supplying and fixing 15 litres C.I. mosquito proof low down flushing cistern of approved make with complete fitting with C.I. handle and R.S. or bracket with telescopic flush pipe with brass coupling and plumbers joints spindle stope cock of approved quality weight not less than 450 grams 15mm PVC alkathene pipe 45cm. long with brass coupling at both ends and white/black plastic soild state seal and lead of commander/cuckoo or other I.S.S. make with hinges or screws etc. painting pipe and cistern etc. with 2 coats of approved paint over a coat of red oxide priming all complete as per specification and direction of E/I.
With "P" trap - 12.5 lit low level PVC Cistern |
| 304 | Supplying, fitting and fixing flat back or angular, lipped front viterous white glazed earthen ware urinal of "Hindustan "Parry" or any other approved I.S.S. make with 5 liters capacity C.I. automatic flushing cistern of reliance for any other I.S.S. approved make with all fittings with C.I. or R.S., brackets, standard size G.I. flush pipe with fitting clamps, 15mm, C.I. body brass spindle stop cock of approved quality weight not less than 400 grams, 15mm P.V.C./Alkthene pipe 450mm long with brass coupling at both ends and doing plumber joints including painting coat of red oxide cutting wall and floor making good the same etc. all complete as per specification and direction of E/I.(a)Flat back or Standing Cornar |
| 305 | Supplying, fitting and fixing viterous white glazed earthen ware wash hand basin of parry or Hindustan or any other I.S.S. approved make supported on pointed C.I. or R.S. brackets 32m C.I. brass waste 15mm dia C.I. body brass spindle stop cock of approved quality of weight not less than 350grms. 32mm P.V.C. waste pipe 750mm long with brass coupling at one end and making plumber joints etc. all complete as per specification and direction of E/I. |
| 306 | Supplying materials and labours for constructing inspection chamber of designation class 75B bricks size 750mm deep, 600 x 450mm internal dimension having 250mm wall thickness in cement mortar (1:6) including 12mm cement plaster (1:4) with punning on inside and cement plaster (1:6) with 600 x 475mm G.I. Cover with frame (weight not leaa than 36 kg) alongwith earth work in exacavation and 80mm thick P.C.C. (1:3:6) in foundation and refilling all complete as per specification and direction of E/I. |
| 307 | Supplying NP2 R.C.C. hume pipe with colour as work site as per direction of E/I. 150mm dia |
| 308 | Approved basic rates construction materials for preparation of schedule of rates only, (Material should conform to relevent B.I.S. specification). The rates are inclusive of all taxes, royalty, cess and carraige but exclusive of contractor"s profit and overhead charges -
Special type of C.P. Bath room fitting for V.I.P. buildings (JAL, Jaguar, Marc or equivalent mark) |
| 309 | Pillar cock |
| 310 | Angular Stopcock /2 way bib cock |
| 311 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. |
| 312 | 75 mm diameter |
| 313 | 110 mm diameter |
| 314 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. |
| 315 | Single tee without door - 75x75x75 mm |
| 316 | Single tee without door - 110x110x110 mm |
| 317 | 75 mm bend |
| 318 | 110 mm bend |
| 319 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.
Internal work - Exposed on wall |
| 320 | 25 mm nominal outer dia Pipes |
| 321 | 32 mm nominal outer dia Pipes |
| 322 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.
Concealed work, including cutting chases and making good the walls etc. |
| 323 | 15 mm nominal outer dia Pipes |
| 324 | 20 mm nominal outer dia Pipes |
| 325 | Providing and placing on terrace (at all floor levels) polyethylene waterstoragetank,ISI:12701marked,withcoverandsuitablelockingarrangement and making necessary holes for inlet, outlet and overflowpipes but without fittings and the base support for tank. |
| 326 | OUTDOOR FURNITURE |
| 327 | Supply & Installation of DUSTBIN 100 Litres litres HDPE waste containers or rigid liners.Utility-Public (Mobile containers confirming IS: 12402).Material -HDPE.Bin Capacity (Volume) (Ltrs)-100 Litres.Wall -Non- Perforated.Lid -Swing type.Weight of Dustbin (Complete unit) (Grams)-12500.Gripping Provision-Both Frontal &Ventral.Dust Bin stand -With.No. of Compartments in the Bin-Twin Bin.All complete work as per E/I. |
| 328 | Supply and Installation ofCast Iron Powder Coating Garden Bench, Capacity 3 Seater NA (GARDEN BENCH 3 SEATER KB).Seating Capacity -3 Seater.Finsh-Powder Coating .Weight Bearing Capacity-110 kilogram.Side Frame Material-Cast Iron.Seat Material & Back Rest Material -Mild Steel Pipe 14 Gauge.Total Height -915 millimeter.Seat Height -401 millimeter.Width-450 millimeter.Total Area Required-1550 millimeter.All complete work as per E/I. |
| 329 | CHILDREN PLAY EQUIPMENT |
| 330 | Supply and Installation of SEASAW Jungle Rumble Play Zone.Design slides, serpentine Slides and covered slides material-Premium quality FRP (fibre reinforce plastic).Roofs -Premium quality FRP (fibre reinforce plastic).Bridges floor-Premium quality FRP (fibre reinforce plastic).Thickness of slides-3 mm.Thickness of roof-3 mm.Thickness of bridge floor-3 mm.Material for stairs, bridge railing, slides supports-25 mm (B class conforming to IS 1239 latest) PU coated with the layer of thickness of 60 microns.Material for supporting stands-25 mm (B class conforming to IS 1239 latest) PU coated with the layer of thickness of 60 microns.Design-As per representative image - uploaded at QR/Spcn-Product Structure-G.I pipe Stairs – open and closed FRP slider – FRP bridges with pipe railing – huts type FRP roof supported by G.I pipes.Dimension ± 10 mm-Length - 13500 mm X Width - 6500 mm X Height - 3250 mm.FRP sheets finish -G.P resin of 3 mm to 4 mm thickness applied above the surface of gel coat which is dully mixed with U.V stabilized pigment to provide resistance to ultra violet light degradation.GI pipe finish-PU paint over two coat of epoxy primer.All complete work as per E/I. |
| 331 | Supply and Installation of SWINGJungle Rumble Play Zone.Design slides, serpentine Slides and covered slides material-Premium quality FRP (fibre reinforce plastic).Roofs-Premium quality FRP (fibre reinforce plastic).Bridges floor -Premium quality FRP (fibre reinforce plastic)-Thickness of slides-3 mm.Thickness of roof-3 mm.Thickness of bridge floor-3 mm.Material for stairs, bridge railing, slides supports.25 mm (B class conforming to IS 1239 latest) PU coated with the layer of thickness of 60 microns.Material for supporting stands.25 mm (B class conforming to IS 1239 latest) PU coated with the layer of thickness of 60 microns.Design -As per representative image - uploaded at QR/Spcn.Product Structure -G.I pipe Stairs – open and closed FRP slider – FRP bridges with pipe railing – huts type FRP roof supported by G.I pipesDimension ± 10 mm-Length - 13500 mm X Width - 6500 mm X Height - 3250 mm.FRP sheets finish -G.P resin of 3 mm to 4 mm thickness applied above the surface of gel coat which is dully mixed with U.V stabilized pigment to provide resistance to ultra violet light degradation.GI pipe finish-PU paint over two coat of epoxy primer.All complete work as per E/I. |
| 332 | Supply and Installation of KID REVOLVING Jungle Rumble Play Zone.Design slides, serpentine Slides and covered slides material-Premium quality FRP (fibre reinforce plastic).Roofs -Premium quality FRP (fibre reinforce plastic).Bridges floor-Premium quality FRP (fibre reinforce plastic).Thickness of slides-3 mm.Thickness of roof -3 mm.Thickness of bridge floor-3 mm.Material for stairs, bridge railing, slides supports-25 mm (B class conforming to IS 1239 latest) PU coated with the layer of thickness of 60 microns.Material for supporting stands-25 mm (B class conforming to IS 1239 latest) PU coated with the layer of thickness of 60 microns.Design-As per representative image - uploaded at QR/Spcn.Product Structure-G.I pipe Stairs – open and closed FRP slider – FRP bridges with pipe railing – huts type FRP roof supported by G.I pipes.Dimension ± 10 mm -Length - 13500 mm X Width - 6500 mm X Height - 3250 mm.Area for play zone -48 feet X 20 feet.FRP sheets finish -G.P resin of 3 mm to 4 mm thickness applied above the surface of gel coat which is dully mixed with U.V stabilized pigment to provide resistance to ultra violet light degradation.GI pipe finish -PU paint over two coat of epoxy primer.All complete work as per E/I. |
| 333 | Supply and Installation of Slide Ladder (Preschool Kit) Virgin Polycarbonate and Multi curve configuration.Slide ladder made up of virgin grade polyethylene plastic-Virgin Polycarbonate.Bolts quality (to provide greater stability to slide)-To provide as per approved advance sample.Overall length of the product (when assembled)-2415mm.Overall width of the product (when assembled)-965mm (Stare supporting base) and 432 mm (Sliding part).Overall height -1143 mm.Length of sliding part-1829 mm.Length of the stair panel-1 270 mm.Step rise of each stair-445 mm long.Minimum overall plastic weight of product-16 Kg.All complete work as per E/I. |
| 334 | OUT DOOR GYM |
| 335 | Supply and Installation ofOutdoor Gym Equipments Leg Press Double.Type-Leg Press Double.User Weight ( Kg )-120 kilogram.Length -1000 millimeter.Width-650 millimeter Governing Specification for GI Pipes -BIS specification No IS 1161:2014, latest.Main Central Pipe-125 mm Nominal Bore G.I. Pipe.Main Central Pipe, Class as per IS 1239-Heavy.Movine Frame Pipe-40mm Nominal bore.Maximum User Weight-120 KG.Foot Rest Frame/ Foot Rest Hinging Pipe-32mm Nominal Bore G.I. Pipe.Foot Rest Frame Pipe, Class as per IS 1239-Heavy.MS Foundation Plate Thickness-12 millimeter.Foundation Pipes with anchoring-750mm deep GI Pipe, supported with M.S. Angle 25 X 25 X 4mm.Nominal Bore of Foundation Pipe-125mm.Galvanization of all Pipes-Zinc coating on the tubes shall be in accordance with IS 4736 latest..Bearings-Tapered Roller Bearing.Bearings shall be self lubricating and sealed for protection against Rain and dust etc-Yes.Seat and Back Rest-6mm thick, Fibre Reinforced plastic with uniform bending radius to avoid sharp edges.Foot Rest-Aluminum casting material.Thickness of closing caps -2 millimeter.All Plastic Components-U V stabilised, weather resistance.Paint// Finish-Powder Coated, UV resistant.Paint Coating Thickness ( min )-80 icrometer.Instruction Plate-Stainless Steel, Size 150 X 230 X 0.7mm, with indelible printing.All complete work as per E/I. |
| 336 | Supply and Installation of Triple Twister ( Three standing) Twister - Outdoor Gym Equipment.Type-Triple Twister ( Three standing).Length-1400 millimeter.Width-900 millimeter.Height-1200 millimeter.Maximum User Weight-120 kilogram.Governing Specificationfor GI Pipes-BIS specification No IS 1239 ( Part 1 )- 2004, latest.Main Central Pipe-125 mm Nominal Bore G.I. Pipe.Main Frame Pipe, Class asper IS 1239-Heavy.Main Central Pipe ( As per Clause 3, of IS 1161 )Nominal Bore & WallThickness-125 mm NB with 4.5 mm Thickness.Grade Material as pertable2oflS1161-YSt 355.Standing/ Sitting TwisterFrame Pipe-50 mm Nominal Bore G.I.Pipe.Standing/ Sitting Twister Frame Pipe (As per Clause3, of IS 1161 ) NominalBore & Wall Thickness-50 mm NB with 4.5 mm Thickness.Grade Material as per table 2 IS 1161-YSt 355.Rotating Disk Support Pipe at Bottom Pipe-125 mm Nominal Bore G.I. Pipe.Rotating Disk SupportPipe (asper IS 1161 ) asper Clause 3, NominalBore & Wall Thickness-125 mm NB with 4.5 mm Thickness125 mm NB with 4.5 mm Thickness-40 mm Nominal bore G.I. pipe.Foundation Pipes withanchoring-750mm deep GI Pipe, supported with M.S. Angle 25 X 25 X 4mm.Nominal Bore ofFoundation Pipe-150mm.Foundation Pipe Pipe ( as
per IS 1161 ) as per clause3, Nominal Wall & Thickness-125 mm NB with 4.5 mm Thickness.M S Foundation Plate
Thickness-12 millimeter. |
| 337 | Galvanization of all Pipes-Zinc coating on the tubes shall be in accordance with IS 4736 latest.Bearings-Tapered Roller Bearing.Nuts and Bolts forAssembly-Stainless Steel.Foot Rest-Fibre Reinforced Plastic.Closing Caps of open ends of the pipes, bearings, bushes and base-Fibre Reinforced Plastic.Thickness of closing caps-2 millimeter.All Plastic Components-U V stabilised, weather resistance.Paint Coating Thickness-100 micrometer.Instruction Plate-Stainless Steel, Size 150 X 230 X 0.7mm, with indelible printing.All complete work as per E/I. |
| 338 | Supply and Installation of Parallel Bar of 750mm deep GI Pipe, supported with M.S. Angle 25 X 25 X 4mm Parallel Bar - Outdoor Gym Equipment.Type-Parallel Bar/ Double Bar consisting of two frames with each frame consisting of one Horizontal bar and two vertical bars.Governing Specification for GI Pipes-BIS specification No IS 1239 ( Part 1 )- 2004, latest.Vertical/ Standing Pipes-100 mm Nominal Bore G.I. Pipe.Vertical/ Standing Pipes, Class as per IS 1239-Heavy.Vertical/ StandingPipe (as per Clause 3 of IS 1161), Nominal Bore & Wall Thickness-100 mm NB with 3.6 mm Thickness.Horizontal Pipe-32 mm Nominal Bore G.I. Pipe.Horizontal Pipe ( As per Clause 3, of IS 1161 ) Nominal Bore & Wall Thickness-32 mm NB with 3.2 mm Thickness.Foundation Pipes with anchoring-750mm deep GI Pipe, supported with M.S. Angle 25 X 25 X 4mm.Nominal Bore of Foundation Pipe-100 mm.Foundation Pipe, Class as per IS 1239-Heavy.Foundation Pipe Pipe ( as per IS 1161 ) as per clause 3, Nominal Wall & Thickness-32 mm NB with 3.2 mm Thickness.M S Foundation Plate Thickness-12 millimeter.Galvanization of all Pipes-Zinc coating on the tubes shall be in accordance with IS 4736 latest.Bearing-Tapered Roller Bearing.Nuts and Bolts for Assembly-Stainless Steel.Foot Rest-Fibre Reinforced Plastic.Closing Caps of open ends of the pipes, bearings, bushes and base-GI Caps.Thickness of closing caps-2 millimeter.All Plastic Components-U V stabilised, weather resistance.Paint Coating Thickness-80 micrometer.Friction Plate-Stainless Steel, S 150 X 230 X 0.7mm, with indelible printing. |
| 339 | Supply and Installation of Double Surf Board -
Outdoor Gym Equipment.Type-Double.Length -950 millimeter.Width-700 millimeter.Height-1300 millimeter.Maximum User Weight .-120 kilogram.Governing Specification for GI Pipes-BIS specification No IS 1161:201 4, latest.Main Central Pipe-150mm Nominal Bore G.I. Pipe.Main Central Pipe ( As per Clause 3, of IS 1161 ) Nominal Bore & Wall Thickness-150 mm NB,165.1 mm OD & 4.5 mm Thickness.Movement (Paddle) Frame-32mm Nominal Bore G.I. Pipe.Movement ( Paddle ) Frame Pipe, Class as per IS 1239 Medium.Movement ( Paddle ) Frame Pipe ( As per as per Clause 3, of IS 1161 ) , Nominal Bore & Wall Thickness-32 mm NB with 4 mm Thickness-Connecting Links-32 mm Nominal Bore G.I. Pipe.Connecting Links Pipe, Class as per IS 1239 -Medium.Handle Frame-32mm Nominal bore G.I. pipe.Handle Frame Pipe ( as per IS 1161 ) as per clause 3, Nominal Wall & Thickness-25 mm NB with 2.6 mm Thickness.Foundation Pipes with anchoring-Foundation Pipes with anchoring. |
| 340 | Nominal Bore of Foundation Pipe-100mm.Foundation Pipe Pipe ( as per IS 1161 ) as per clause 3, Nominal Wall & Thickness-100 mm NB with 4.5 mm Thickness.M S Foundation Plate Thickness-12 millimeter-Galvanization of all Pipes-Zinc coating on the tubes shall be in accordance with IS 4736 latest.Bearings-Ball Bearing.Nuts and Bolts for Assembly-G.I.Foot Rest-Fibre Reinforced Plastic.Closing Caps of open ends of the pipes,bearings, bushes and base-GI Caps.Thickness of closing caps -3 millimeter.All Plastic Components-U V stabilised, weather resistance.Paint Coating Thickness -80 micrometer.Plates-Stainless Steel, Size 150 X 230 X 0.7mm, with indelible printing.All Complete Work as per E/I. |
| 341 | Supply and Installation Air Walker of OUT DOOR GYM EAUIPMENT Air Walker7 Stroller SingleType-Single.Length -1500 millimeter.Width-600 millimeter.Height-1400 millimeter.Maximum User Weight -120 kilogram.Governing Specification for GI Pipes-BIS specification No IS 1239 ( Part 1 )- 2004, latest.Main Frame-100mm Nominal Bore G.I. Pipe.Main Frame Pipe, Class as per IS 1239-Heavy.Designation of Main Frame Pipe ( as per IS 1161 )-GI pipeC-cIass,80mm.leg movement frame-40mm Nominal Bore G.I. Pipe.Designation of Leg movement frame Pipe ( as per IS 1161 )-GI PipeC-cIass,40mm.Handle Frame-32mm Nominal bore G.I. pipe.Handle Frame Pipe, Class as per IS 1239-Heavy.Bearings-Ball Bearing.Foot Rest-Fibre Reinforced Plastic.MS Foundation Plate Thickness-10 millimeter.Foundation Pipes with anchoring-750mm deep GI Pipe, supported with M.S. Angle 25 X 25 X 4mm.Nominal Bore of Foundation Pipe-100mm.Designation of Foundation Pipe ( as per IS 1161 )-GI pipeC-cIass,750mm.Galvanization of all Pipes-Zinc coating on the tubes shall be in accordance with IS 4736 latest..Nuts and Bolts for Assembly-G.I..Closing Caps of open ends of the pipes, bearings, bushes and base-Fibre Reinforced Plastic.Thickness of closing caps -3 millimeter.All Plastic Components-U V stabilised, weather resistance.Paint// Finish-Powder Coated, UV resistant.Paint Coating Thickness -100 micrometer.Instruction Plate-Stainless Steel, Size 150 X 230 X 0.7mm, with indelible printing.All Complete work as perE/I. |
| 342 | Supply and Installation of Arm WheelThree Wheel Shoulder Builder/ Arm Wheel- Outdoor Gym Equipment.Type-Three Wheel.Height of Main Central Pole from ground-1600 millimeter.Outside Diameter of first wheel-800 millimeter.Outside Diameter of second wheel-850 millimeter.Outside Diameter of third wheel-850 millimeter.Height of first wheel from ground-1300 millimeter.Height of second wheel from ground-1189 millimeter.Height of third wheel from ground-1189 millimeter.Governing Specification for GI Pipes-BIS specification No IS 1161:2014, latest.All the GI Pipes are ISI marked-Yes.Main Central Pipe construction-80mm Nominal Bore G.I. Pipe.Designation of Main Central Pipe ( as per IS 1161 )-100 mm.Ring ( Wheel )-25mm Nominal Bore G.I. Pipe.Designation of Rin.g ( Wheel ) Pipe ( as per IS 1161 )-40 mm.Pipe of Spokes of Wheel-15mm Nominal bore G.I. pipe.Designation of Pipe of Spoke of Wheel ( as per IS 1161 )-20 mm.Number of Spokes in Wheel-6.Connector Pipe ( between Main Central Pipe and Wheel )-32 mm Nominal bore G.I. pipe.Designation of connecting pipe ( as per IS 1161 )-20 mm.MS Foundation Plate Thickness-10 millimeter.Foundation Pipes with anchoring-750mm deep GI Pipe, supported with M.S. Angle 25 X 25 X 4mm.Nominal Bore of Foundation Pipe-80mm.Foundation Pipe, Class as per IS 1239-Heavy.Designation of Foundation Pipe ( as per IS 1161 )-80 mm. |
| 343 | .Galvanization of all Pipes-Zinc coating on the tubes shall be in accordance with IS 4736 latest.Nuts and Bolts for Assembly-Stainless Steel.Knobs on the Wheel for Gripping-Nylon.Bearings-Tapered Roller Bearing.Closing Caps of open ends of the pipes, bearings, bushes and base-SS 304 Grade Stainless Steel.Thickness of closing caps ( min )-2 millimeter.All Plastic Components-U V stabilised, weather resistance.Paint// Finish-Powder Coated, UV resistant.Paint Coating Thickness -80 micrometer.Instruction Plate-Stainless Steel, Size 150 X 230 X 0.7mm, with indelible printing.All complete work as per E/I. |
| 344 | Supply and Installation of Sit Up Board Double Station.Name of the productSit Up Board.Type.-Double Station.Length-1250 millimeter.Width-1050 millimeter.Height-720 millimeter.Material of Back Rest-Mild Steel Plate.Thickness of Back Rest-2 millimeter.Governing Specification for GI Pipes-BIS specification No IS 1239 ( Part 1 )- 2004, latest.Main Frame/Central Pipe-100 mm Nominal Bore G.I. Pipe.Main Frame/Central Pipe, Class as per IS 1239-Heavy.Main Frame/Central Pipe (As per Clause 3, of IS 1161) Nominal Bore & Wall Thickness-100 mm NB with 5.4 mm Thickness.Grade of Material as per table 2 of IS 1161-YSt 210.Foot Rest Pipe-40mm Nominal Bore G.I. Pipe.Foot Rest Pipe , Class as per IS 1239-Medium.Foot Rest Pipe ( As per as per Clause 3, 1161),of IS ,Nominal Bore & Wall Thickness-40 mm NB with 2.9 mm |
| 345 | Thickness.Back Rest Frame Pipe and Connecting Links-25 mm Nominal Bore G.I. Pipe.Back Rest Frame Pipe and Connecting Links ( As per Clause 3, of IS 1161 ) Nominal Wall & Thickness-32 mm NB with 3.2 mm Thickness.Leg Support Pipe-40 mm Nominal bore G.I. pipe.Leg Support Pipe , Class as per 15 1239-Medium.Foundation Pipes with anchoring-750mm deep GI Pipe, supported with M.S. Angle 25 X 25 X 4mm.Nominal Bore of Foundation Pipe-100mm.Foundation Pipe Pipe ( as per IS 1161 ) as per clause 3, Nominal Wall &Thickness-100 mm NB with 3.6 mm Thickness.M S Foundation Plate Thickness-10 millimeter.Galvanization of all Pipes-Zinc coating on the tubes shall be in accordance with IS 4736 latest.Closing Caps of open ends of the pipes, bearings, bushes and base-Fibre Reinforced Plastic.Thickness of closing caps -3 millimeter.All Plastic Components-U V stabilised, weather resistance.Paint Coating Thickness -100 micrometer.Instruction Plate-Stainless Steel, Size 150 X 230 X 0.7mm, with indelible printing.All Complete work as per E/I. |
