Tender For Tourism Development Work Of Shri Fuleshwar Mahadev Mandir At Shahganj In Distt. Agra (U.P.), 1 Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-In-Charge within a distance of 50 meters (200 feet) 2 YATRI SHEDEarth 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. 2.6.1 All kinds of soil 3 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 4 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 5 Supplying and filling in plinth with sand under floors, including watering, rammimg, consolidating and dressing complete. 6 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apert including drilling 12mm diameters holes and plugging with cement mortar 1:2 (1 cement : 2coarse sand ) to match the existing floor: 2.35.3.1with chlorpyriphos/lindane E.C. 20% with 1%mconcentration. 7 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work;usingcoarse aggregate and fine aggregate derived from natural sources,portland pozzolana / ordinary portland /portland Slagcement,admixtures in recommended proportions as per iS: 9103 to accelerate /retard setting of concrete, to improve durability andworkabilitywithout 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. concrete of m25 grade withminimum cement content of 330 kg /cum 8 All works above plinth level upto floor V level concrete of m25 grade withminimum cementcontent of 330 kg /cum 9 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 ininfoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. 10 Surface dressing on new surface with paving bitumen of grade VG - 10 of approved quality using 2.25 kg of bitumen per sqm with 1.65 cum of stone chippings 13.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity etc. complete: 11 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 II level in all shapes and sizes in : 6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) 12 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 II level. 6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand) 13 [Providing and laying integral cement base water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved Ly Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (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 compoundconforming to IS : 2645 and approve 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. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse 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 surfacewith trowel with neat cement slurry and making pattern of 300x300 mm square 3 mmdeep. (e)The whole terrace so finished shall be flooded withwater for a minimum period of two weeks for curingand for final test.All above operations to be done inorder and as directed and specified by the Engineerin-Charge : With average thickness of 120 mm andminimum thickness at khurra as 65mm. 14 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level or above plinth level. thermo-Mechanically Treasted bars of grade Fe-500D or more. 15 15 mm cement plaster (1 cement :4 coarse sand) with cement mortar of single coat upto floor two level including rounded chamfer not exceeding 80 mm in girth and finished even and smooth finish. 16 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) 1 cement : 6 coarse sand. 17 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand 18 P/L 25mm thick kota stone flooring over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid over jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing complete. 19 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. 20 Finishing walls with exterior emulsion paint (Apex) of approved brand & manufacture of required shade and undecorated wall surface to give even shade over @ 3.28 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm coat curing and cost of all materials, labour, T & P etc. required for proper completion the work. 21 Distempering (new work - Two coat or more coats ) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including water thinnable priming coatwith cement primer of approved brand & manufacture after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost of all materials.(Ceiling) 22 Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 including pointing in white cement mortar 1:2 with an admixture of pigment matching stone shade jali slab without any chamfers in red sand stone 23 Red sand stone work for wall lining etc. (Veneer work) 30mm thick in cement mortar 1:3 (1 cement : 3 coarse sand) including camping jointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. 24 Centering and shuttering including strutting, propping etc. and removal of form forColumns, Pillars, Piers, Abutments, Posts and Struts 25 Centering and shuttering including strutting, propping etc. and removal of form forLintels, beams, plinth beams, girders, bressumers and cantilevers 26 Centering and shuttering including strutting, propping etc. and removal of form forSuspended floors, roofs, landings, balconies and access platform 27 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 28 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 x 1 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, making and finishing the outlet complete. 29 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. 110 mm diameter 30 ELECTRICALwrining for light / fan point . Exhaust fan poin /call point with 1.5 sq mm FRLS PVC insulated xopper conductor single core cable in surface / recesssed steel conduit, with piint with laminated sheet suitable size MS box and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core etc as required. group C 31 Wiringfor light point /fanpoint/exhaust fan point/ call bell pointwith 1.5 sq.mm.FRLS PVC insulatedcopper conductor single corecabl in surface / recessed steel conduit, with modular swith, modularplate, suitable GI Box and earthing the point with 1.5 sq FRLS PVC insulated copper condutor single coe cable etc. as required. Group c 32 Suppling and fixing following size/ modules, GI alongwith modular base & cover for modular plate for modular in recess etc. as required .1.27.2 3 module(100mmx75mm) 33 Supplying and fixing following piono type switch/ soket on the existing Switch box/ cover including connections etc. as required. 5/6 amps switch 34 Supplying and fixing following piono type switch/ soket on the existing Switch box/ cover including connections etc. as required. 3 pin 15/16 A switch 35 Wiring for circuit/ submian wiring alongwith earth wire with the following size of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required 2x1.5 sq .mm + 1 x 1.5 sq. mm earth wire 36 Wiring for circuit/ submian wiring alongwith earth wire with the following size of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required 2x1.25 sq .mm + 1 x 1.25 sq. mm earth wire 37 poroving and laying earth connection form earh electrode with 4.00 mm Dia copper wire in 15 mm Dia GI . Pipe from earth electrode inluding connection with copperthimble excavation and re- filling as required. 38 Supplying and fixing of following sizes of steel conduit along with accessories in surface/ recess including painting in case of surface conduit, or cutting the the wall and making good the same in case of recessed conduit as requied. 20mm 39 Steppedtype modular regulater (2 module) 40 250mmX 300mm X 100 mm deep metal box 41 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos, blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min, 350 RPM (tolerance as per IS: 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts. washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 42 Supply & fixing of LED Tube Light with batten suitable for up to 1 x 22 watt LED tube light complete including tube etc on surface complete in all respects. 43 Supply & fixing of LED Tube Light with batten suitable for up to 2 x 22 watt LED tube light complete including tube etc on surface complete in all respects. 44 Supply & fixing of recess mounting round 10 to 15 watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. 45 Supply & fixing of recess mounting round 15 to 18 watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. 46 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 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)6 Way (4 + 18), Double door 47 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 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)4 way (4+ 12 )Double doort 48 Supply and fixing of 6Amp to 32 Amp(10 KA) MCB in existing MCB, DB complete with connections as required. 49 Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.63 Amp. 50 2+10 way, SPN single door MCB DB 51 14 way, SPN, double door, MCB DB 52 Singlepole, blanking isolator 53 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.Upto 35 sq. mm 54 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 grad as required.216 sq. mm (22mm) 55 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 grad as required.2 X 25 sq . mm (22mm) 56 Supply and fixing of Palm / pin type copper tin plated cables sockets (lugs) to the cable leads, insuslating with tape and making of connections etc. complete in all respects as per direction of Engineer-Incharge.Singlepole, blanking isolator 57 TOILET BLOCKExcavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches. 58 Cartage of earth upto 8 km including loading and unloading but excluding stacking, on pucca roads, assume that 7 tonnes truck will carry 4 cm meter of material. 59 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 60 Supplying and filling in plinth with sand under floors, including watering, rammimg, consolidating and dressing complete. 61 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apert including drilling 12mm diameters holes and plugging with cement mortar 1:2 (1 cement : 2coarse sand ) to match the existing floor:with chlorpyriphos/lindane E.C. 20% with 1%mconcentration. 62 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work;usingcoarse aggregate and fine aggregate derived from natural sources,portland pozzolana / ordinary portland /portland Slagcement,admixtures in recommended proportions as per iS: 9103 to accelerate /retard setting of concrete, to improve durability andworkabilitywithout 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. concrete of m25 grade withminimum cement content of 330 kg /cum 63 All works above plinth level upto floor V level concrete of m25 grade withminimum cementcontent of 330 kg /cum 64 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth Cement mortar 1:6 (1 cement : 6 coarse sand) 65 Providing and applying a coat of residual petroleum bitumen of grade VG - 10of approved quality using 1.7 kg per square meter on damp proof course after cleaning the surface with brushes and finally with piece of cloth lightly soaked in kerosene oil. 66 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 II level in all shapes and sizes in : 6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) 67 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 II level.Cement mortar 1:4 (1 cement :4 coarse sand) 68 [Providing and laying integral cement base water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved Ly Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (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 compoundconforming to IS : 2645 and approve 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. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse 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 surfacewith trowel with neat cement slurry and making pattern of 300x300 mm square 3 mmdeep. (e)The whole terrace so finished shall be flooded withwater for a minimum period of two weeks for curingand for final test.All above operations to be done inorder and as directed and specified by the Engineerin-Charge : With average thickness of 120 mm andminimum thickness at khurra as 65mm. 69 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 70 Providing and fixing MS pressed steel door frames conformimg to IS 4351 manufactured from commercial mild steel sheet of 1.6 mm thickness including hinges jamb loack jamb bead and if required angle threshold of mild steel angle of section 50 x 25mm or base ties of 1.6 mm pressed mild steel welded or rigidly fixed together by mechanical means including MS pressed butt hinges 2.5 mm thick with mortar and approved steel primer 71 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level or above plinth level. thermo-Mechanically Treasted bars of grade Fe-500D or more. 72 15 mm cement plaster (1 cement :4 coarse sand) with cement mortar of single coat upto floor two level including rounded chamfer not exceeding 80 mm in girth and finished even and smooth finish. 73 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) 1 cement : 6 coarse sand. 74 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand 75 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 @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 76 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. 77 Applying of primimg coat: with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel, galvanised iron / steel works including cost of all materials labour T& P etc. required for proper completion of work .Finishing with epoxy paint at all locations prepared and applied as per manufactures specifications including appropriate primimg coat of surface and complete steel work 78 Applying of primimg coat: with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel, galvanised iron / steel works including cost of all materials labour T& P etc. required for proper completion of work .Finishing with epoxy paint at all locations prepared and applied as per manufactures specifications including appropriate primimg coat of surface and complete steel worknew wood surface. 79 Finishing walls withacrylic smooth exterior paint of required shade of approved brand & manufactureon new work undecorated wall surface two or more coats appliedcost of all materials, labour, T & applied @ 1.67 ltr/10 sqm over and including primimg coat of exterior primer applied 2.20kg/ 10 sqm) supply of all labour, material and T &P etc. required for proper completion the work. 80 Distempering (new work - Two coat or more coats ) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including water thinnable priming coatwith cement primer of approved brand & manufacture after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost of all materials.(Ceiling) 81 Providing and applying white cement based putty of average thickness 1 mm, of approved brand &anufacturer, over the plastered wall surface to prepare the surface even & smooth complete. 82 Providing and fixing Alumunium handles with screws etc. complete (a) 125 mm 83 Providing and fixing Alumium sliding bolts 84 Providing and fixing Aluminim Tower bolts 85 Providing and fixing steel (white power coated) crescent lock for uPVC sliding window/ door with necessary screws etc. complete. 86 Centering and shuttering including strutting, propping etc. and removal of form forColumns, Pillars, Piers, Abutments, Posts and Struts 87 Centering and shuttering including strutting, propping etc. and removal of form forLintels, beams, plinth beams, girders, bressumers and cantilevers 88 Centering and shuttering including strutting, propping etc. and removal of form forSuspended floors, roofs, landings, balconies and access platform 89 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 90 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 x 1 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, making and finishing the outlet complete. 91 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. 110 mm diameter 92 PLUMBINGExtra for using coloured W.C. pan instead of white W.C. panOrissa pattern W.C. pan 580x440 mm 93 Providing and fixing white vitreous china water closet squatting pan (Indian type) :Orissa pattern W.C. pan of size 580x440 mm 94 Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete10 litre capacity - White 95 Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings :Flat back wash basin of size 630x450 mm 96 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 40mm dia 97 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. 98 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 colour450 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 99 Providing and fixing PTMT Liquid soap container 109 mm wide ,125 mm high and 112 mm distance from wall of standerd shape with bracket of the same material with snap fittings of approved quality and colour weighing not less than 105 gms 100 Providing & fixing 600x120x5 mm glass self with edges round off, supported on anodiesd aluminium angle framewith C.P. brass bracket and guard rail complete fixed with 40 mmlong screws, rawl plugs etc, complete. 101 Extra for using coloured pedestal type W.C pan (European type) with low level cistern of same colour instead of white vitreous china W.C pan and cistern.Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge 102 Providing and fixing toilet paper holder :Vitreous china 103 Providing and fixing Hubless centrifugally cast iron offsets epoxy coated inside & outside as per IS:15905With 100 mm dia pipe 104 Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge.PN - 10 Pipe, 75 mm OD (SDR-11) 105 Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge.PN - 10 Pipe, 110 mm OD (SDR-11) 106 Supply and fixing of UPVC S.W.R. pipe nahni trap size 100x75,110/90 mm confirming to IS-14735 self cleaning design fixed in PCC 1:2:4 and supply and fixing of 125 mm dia heavy duty CP brass jali. 107 Supply and fixing of UPVC S.W.R. plain bend confirming to IS-14735.Size 110 mm 108 Providing and fixing Polyethelene-Aluminium-Polyethelene PE-AL PE Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80°C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors etc., with clamps at 1.00 metre spacing. This includes testing of joints complete as per direction of the Engineer-in-charge.1620 (20 mm OD) pipe 109 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.15mm dia nominal outer dia pipes 110 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.20mm dia nominal outer dia pipes 111 Providing and fixing uplasticised PVC connection pipe with brass unions : 15mm nominal bore 112 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:893115 mm nominal bore 113 Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15mm nominal bore 114 Providing & fixing C.P. Brass extension nipple(size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. 115 Providing and fixing gun metal gate valve with wheel of approved quality.20 mm dia nominal bore 116 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. 117 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :Pipes, cables etc. exceeding 80mm dia. But not exceeding 300 mm dia. 118 Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :100mm diameter 119 Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :150mm diameter 120 Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design.100mm diameterS.W. Pipe 121 Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design.150mm diameterS.W. Pipe 122 Providing and laying NonpressureNP 2 class (light duty) RCC pipe with collars jointed withstiffmixtureofcement mortar in the proportion of 1:2 (1cement : 2 finesand ) includingtestingof joints etc. complete. 150mm diameter 123 Providing and fixing square mouth S.W. Gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 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 design150 x 100 mm. size P typeWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5 124 Constructing masonry 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 reinforced cement concrete slab 1:1.5:3 mix (1) cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including 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 designWith common burnt clay F.P.S( non modular ) bricks of class designation7.5 125 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement:3 coarse sand :6graded stone aggregate 20 mm nominal size) as per standard designWith 20x20 mm square bar 126 Provinding and fixing sub-mergable 2HP with panels. With boring 150 mm. 127 Supplying, assembling, lowering and fixing in vertical position in borewell, unplasticized PVC medium well casing (CM) pipe of 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 23.3.3 200 mm nominal size dia.200 mm nominal size dia 128 ELECTRICALWiring for light / fan point . Exhaust fan poin /call point with 1.5 sq mm FRLS PVC insulated xopper conductor single core cable in surface / recesssed steel conduit, with piint with laminated sheet suitable size MS box and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core etc as required. group C 129 Wiringfor light point /fanpoint/exhaust fan point/ call bell pointwith 1.5 sq.mm.FRLS PVC insulatedcopper conductor single corecabl in surface / recessed steel conduit, with modular swith, modularplate, suitable GI Box and earthing the point with 1.5 sq FRLS PVC insulated copper condutor single coe cable etc. as required. Group c 130 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 piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required. 131 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required.4 X 2.5sq. Mm 132 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required.3 X 4 sq. mm 133 Supply & fixing of single wall bracketon matching M.D.F.E.G.boardbase etc. complete in all required. 134 Supply & fixing ofrecess/Surface/Pendent mounting round 12 to 15 watt LEDLighter having Powder coated die cast aluminium housing with heat sink, diffuser/Reflector and driver set complete in all respects. 135 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray Reducer (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc as required. 136 Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm) 137 Providing and laying earth connection from earth electrode with 4.00 mm dia copper wire in 15 mm dia G.I. pipe from earth electrode including connection with copper thimble excavation and re-filling as required. 138 Provinding and fixing following capacity TP & N disconnector fuse switch unit inside the existing panel board with ISI marked HRC fuses including drilling holes in cubicle, panel marking connections, etc. as required. 32 A TP&N 139 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted includingearthing etc.as required.(But without MCB/RCCB/Isolator)4 way (4+12), double door 140 Wiringfor light point /fanpoint/exhaust fan point/ call bell pointwith 1.5 sq.mm.FRLS PVC insulatedcopper conductor single corecabl in surface / recessed steel conduit, with modular swith, modularplate, suitable GI Box and earthing the point with 1.5 sq FRLS PVC insulated copper condutor single coe cable etc. as required. Group c 141 Singlepole, blanking isolator 142 Erection and testing exhaust fan on the exhisting hole with suitable size of rag bolts nuts and washers etc. complete in all respects. 143 Supply & fixing of 16 gauge M.S.drum duly painted including making hole in the wall for exhaust fan and finishing properlyetc. complete as required. 144 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.Upto 35 sq. mm 145 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.Above 35 sq. mm and upto sq. mm 146 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 grad as required.2 X 6 sq. mm (19mm) 147 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 grad as required.3 X 35 sq. mm (25mm) 148 Supplying and fixing of Plain or pin type copper tin plated cables sockets (lugs) to the cable leads, insuslating with tape and making of connections etc. complete in all respects as per direction of Engineer-Incharge.6 Sq.mm 149 Supplying and fixing of Plain or pin type copper tin plated cables sockets (lugs) to the cable leads, insuslating with tape and making of connections etc. complete in all respects as per direction of Engineer-Incharge.35 Sq.mm 150 MS Suspender 10 mm Dia 0.75m long 151 600 mm X 600 mm X 6 mm thick G.I. plate 152 Supply & erection of AC 230/250 Volts, 50 Hz exhaust fans including providing nuts, bolts, mounting frame and other accessories including connections etc. complete as required-Make: USHA Cat No. TURBO JET DLX300mm sweep. 153 SEPTIC TANKEarth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- ChargeAll kinds of soil 154 Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 mAll kinds of soil 155 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 156 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 reinforcement1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 157 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 158 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-500D or more 159 12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) 160 Fixing a pair of white vitreous china foot rests.250x125x25 mm 161 S.C.I. Tee 150 mm 162 Sand cast iron S&S pipe as per IS: 172975 mm diameter : 163 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved qualityCircular shape 500mm internal diameter 164 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 165 TUBBEWELL WITH BOARINGExternal W/S arrangement, T.W. boring of 150mm dia with 100mm dia P.V.C. pipe assembly, 1.5 H.P. submersible pump including supply of all accessories starter, panel etc. & pipe arrangement etc.4 PVC pipe of ISI mark [14 Kg pressure] 166 P/F 2 GI pipe (B) class. 167 NYLon mesh for filter 168 Plastic dori 169 Solvent dori 170 4 End cap 171 4 Submersible Cap 172 2 MS clamp (Heavy) 173 2 Gl elbow. 174 2*6 GI nipple 175 1.5 HP 9 Stage Submersible Pump of ISI mark With automatic panel. 176 2.5 Sqm. Submersible cable. 177 Drilling Charges for 6 dia tubewell. 178 Pea Gravel 179 2 Ms Socket. 180 Cartage of material upto site. 181 EXTERNAL ELECTRIFICATIONSupply , installation , testing and commissiioning of 12 watt LED Solor Street Light System (135 lumens / watt including 5 years comprehensive warranty with following items-P.V module :- only indigenous modules shall be used in the project S.P.V MODULE 75 Wp under STC.Battery :- lithium ferro Phspha Battary minimum 12.80 volt 40 ah capacity with mppt controllar.Light source :- Phllips make 12 watt white Light emitting Diode (w-led) with driver set luminaire dispersed beam , soothing to eyes with the use of proper optic and diffuserMounting of light :- 65 mm dia mediumn class hot dipG>I> pipe pole 6.00 metre long pole height 5.00 metre above the ground level luminaire shall be atleast 4.60 metre above the ground levelphotographs Name plate Complete with installation as requrired all materials and equipment should be MNRE approved make and specifation Warrenty :- 5 years comprehensive warranty 182 Supply and fixing of LED street light fitting having die cast aluminium body and diffuser with driver set suitable for 30-40 Watt. Confirming to IP 66 protection complete in all respect. 183 Erection of metallic pole of following length in cement concrete 1:3:6(1 cement:3 sand : 6 grade stone aggregate 40 mm nominal size ) foundatio including excavtion and refillingetc .as required above 6.5 metre and upto 8.0 metre 184 SIGNAGEExcavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches. 185 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 186 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 II level in all shapes and sizes in : 6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) 187 Red sand stone work for wall lining etc. (Veneer work) 40 mm thick in cement mortar 1:3 (1 cement : 3 coarse sand) including camping jointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. 188 Engraving letters on red sandstone 30 mm Thick 8 cm height 189 SAND STONE FLOORINGDismantling stone slab flooring laid in cement mortar including of servicable material with 50 meters lead 190 Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches. 191 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 192 40 mm thick fine dressed stone flooring over 20 mm thick base of cement mortar 1:5 with joints finished flush red sand stone 193 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, bolts complete, necessary stainless steel accessories of required size with suitable arrangement as per approval of Engineer in charge (for payment purpose only weigth of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasterners etc.) 194 LANDSCAPEProviding Carpet Grass Nilgri 195 Hedge Putranjiva Roxburghii (300 c/c) 600-750 mm in height in bags of 20 cm 196 SEATINGExcavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches. 197 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 198 M-150 brick work in 1:6 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. 199 15 mm plinth plaster (1 cement :4 coarse sand) 200 Red sand stone work for wall lining etc. (Veneer work) 30mm thick in cement mortar 1:3 (1 cement : 3 coarse sand) including camping jointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. 201 Providing red sand stone bench with carved legs 60 inches by 18 inches height of legs 18 inches 202 Red SAND STONE DUSBIN DIAMETER 30 INCH, 36 INCH HEIGHT AND 3 INCHES THICK (IN INR) 203 BOUNDRYWALLDemolishing 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. 15.7.4 In cement mortar 204 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 205 M-150 brick work in 1:4 (one cement and four coarse sand sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. 206 15 mm cement plaster on the rough side of single or half brick wall of mix : 13.2.1 - 1:4 (1 cement: 4 fine sand) 207 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. 11.28.1 Red sand stone 208 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-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 209 PUJARI ROOMEarth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:2.1.1 All kinds of soil 210 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. 211 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 212 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. 213 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:2.35.3.1 With Chlorpyriphos E.C. 20% with 1%concentration 214 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work;usingcoarse aggregate and fine aggregate derived from natural sources,portland pozzolana / ordinary portland /portland Slagcement,admixtures in recommended proportions as per iS: 9103 to accelerate /retard setting of concrete, to improve durability andworkabilitywithout 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. concrete of m25 grade withminimum cement content of 330 kg /cum 215 All works above plinth level upto floor V level concrete of m25 grade withminimum cementcontent of 330 kg /cum 216 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 ininfoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. 217 Surface dressing on new surface with paving bitumen of grade VG - 10 of approved quality using 2.25 kg of bitumen per sqm with 1.65 cum of stone chippings 13.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity etc. complete: 218 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 II level in all shapes and sizes in : 6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) 219 [Providing and laying integral cement base water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved Ly Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (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 compoundconforming to IS : 2645 and approve 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. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse 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 surfacewith trowel with neat cement slurry and making pattern of 300x300 mm square 3 mmdeep. (e)The whole terrace so finished shall be flooded withwater for a minimum period of two weeks for curingand for final test.All above operations to be done inorder and as directed and specified by the Engineerin-Charge : With average thickness of 120 mm andminimum thickness at khurra as 65mm. 220 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 221 Providing and fixing MS pressed steel door frames conformimg to IS 4351 manufactured from commercial mild steel sheet of 1.6 mm thickness including hinges jamb loack jamb bead and if required angle threshold of mild steel angle of section 50 x 25mm or base ties of 1.6 mm pressed mild steel welded or rigidly fixed together by mechanical means including MS pressed butt hinges 2.5 mm thick with mortar and approved steel primer 222 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level or above plinth level. thermo-Mechanically Treasted bars of grade Fe-500D or more. 223 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand 224 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) 1 cement : 6 coarse sand. 225 P/L 25mm thick kota stone flooring over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid over jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing complete. 226 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. 227 Applying of primimg coat: with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel, galvanised iron / steel works including cost of all materials labour T& P etc. required for proper completion of work .Finishing with epoxy paint at all locations prepared and applied as per manufactures specifications including appropriate primimg coat of surface and complete steel work 228 Applying of primimg coat: with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel, galvanised iron / steel works including cost of all materials labour T& P etc. required for proper completion of work .Finishing with epoxy paint at all locations prepared and applied as per manufactures specifications including appropriate primimg coat of surface and complete steel workon new wood surface. 229 Finishing walls withacrylic smooth exterior paint of required shade of approved brand & manufactureon new work undecorated wall surface two or more coats appliedcost of all materials, labour, T & applied @ 1.67 ltr/10 sqm over and including primimg coat of exterior primer applied 2.20kg/ 10 sqm) supply of all labour, material and T &P etc. required for proper completion the work. 230 Distempering (new work - Two coat or more coats ) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including water thinnable priming coatwith cement primer of approved brand & manufacture after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost of all materials.(Ceiling) 231 Providing and applying white cement based putty of average thickness 1 mm, of approved brand &anufacturer, over the plastered wall surface to prepare the surface even & smooth complete. 232 Providing and fixing Alumunium handles with screws etc. complete (a) 125 mm 233 Providing and fixing Alumium sliding bolts 234 Providing and fixing Aluminim Tower bolts 235 Centering and shuttering including strutting, propping etc. and removal of form forColumns, Pillars, Piers, Abutments, Posts and Struts 236 Centering and shuttering including strutting, propping etc. and removal of form forLintels, beams, plinth beams, girders, bressumers and cantilevers 237 Centering and shuttering including strutting, propping etc. and removal of form forSuspended floors, roofs, landings, balconies and access platform 238 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 239 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 x 1 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, making and finishing the outlet complete. 240 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. 110 mm diameter 241 ELECTRICALWiring point for light with 1.5 sq.mm FR P.V.C. insulated multistrandsingle core Copper Conductor cable as earthing wire drawn inside the conduitpartly concealedin wall&partlylaidin slab along with the reinforcement before concreting, complete with modular typeswitch & ceiling rose/ angle / batten holder on 3 mm thick phenolic laminated backelite sheet etc complete in all respects as directed, including matching color wash 242 Wiring point for two ways light with 1.5 sq.mm FRLSH PVC insulated multistrandsingle core Copper Conductor cable in PVC conduit pipe partly concealedin wall&partlylaidin slab along with the reinforcement before concreting,complete with 1.5 sq.mm. FRLSH PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduitpartly concealedin wall&partlylaidin slab along with the reinforcement before concreting,complete with modular typeswitch & ceiling rose / angle / batten holder on 3 mm thick phenolic laminated backelite sheet etc complete in all respects as directed, including matching color wash 243 Wiring point for exhaust fan with 1.5 sq.mm FRLSH PVC insulated multistrandsingle core Copper Conductor cable in PVC conduit pipe partly concealedin wall&partlylaidin slab along with the reinforcement before concreting,complete as earthwire drawn inside the conduitpartly concealedin wall&partlylaidin slab along with the reinforcement before concreting,complete with modular typeswitch & ceiling rose / angle / batten holder on 3 mm thick phenolic laminated backelite sheet etc complete in all respects as directed, including matching color wash. 244 Supply & wiring of submains with two number2.5 sq.mm FRLSH PVC insulated 1100 V grade single core multistrand copper conductor cable in 20mm dia heavy duty (2mm thick)PVC conduit with 1 Number 1.5 sq.mm. FRLSH PVC insulated 1100 V grade multistrand copper conductor cable as earth continuity wire drawn inside the conduitcomplete in all respect. 245 Supply & wiring of submains with two number4 sq.mm FRLSH PVC insulated 1100 V grade single core multistrand copper conductor cable in 20mm dia heavy duty (2mm thick)PVC conduit with 1 Number 2.5 sq.mm. FRLSH PVC insulated 1100 V grade multistrand copper conductor cable as earth continuity wire drawn inside the conduitcomplete in all respect. 246 Supply & fixing of single wall bracketon matching M.D.F.E.G.boardbase etc. complete in all required. 247 Supply & fixing ofrecess/Surface/Pendent mounting round 12 to 15 watt LEDLighter having Powder coated die cast aluminium housing with heat sink, diffuser/Reflector and driver set complete in all respects. 248 Supplyand burying safe earthing Electorde T-19 (HotDip Galvanized), Length 2000 mm, outer pipe 50mm, inner pipe 25,terminal Dia 12mm ,outer G.I.pipe of 16 swg and inner GI pipe of 12swg withHotDipGavanized up to 100 mirconfilled with crystalline conducative mixture (CCM) having anti corrosive & conducative property with 50 kgs activated soil (BFC) capable ofreducing the soilresistivitywith good mixture ofretaning capacity along with 30 cm squre C.I. frame with hinged cover & masonryhousing (from electode terminaltoswitchboard , cost of 25 x 3 G.I. strip will be extra) Make:As approved in U.P.P.W.D. & C.P.R.I. Certified 249 Supplying & Laying of 25mmx3mm G.I. Strip from earth electrode in ground as required complete in all respects. 250 Supply & fixing of two number 8 SWG G.I. wire in 15mm dia. G.I. pipe for earthing, laid in ground or in wall duly concealed including the cost of cement, sand, labour, T&P other material required for proper completion of the work as directed at site. 251 Supply and fixing of 6 Amp to 32 Amp MCB(10KA)C Curve6 - 32 amps. 252 Supply and fixing of surface/ flush mounting 4 way TPN distribution board with additional metal doorwithout MCB complete in all respect, as directed at site by Engineer Incharge. 253 Supply & fixing of Crimping, solderless, copper ton electroplated lugs of Dowells/Ismail make suitable for 1.5 sqmm to 6 sqmm cables, including tapping with insulating tape,etc. complete in allrespects. 254 Supply and fixing of single pole MCB blanking plate 255 Erection and testing exhaust fan on the exhisting hole with suitable size of rag bolts nuts and washers etc. complete in all respects. 256 Supply & fixing of 16 gauge M.S.drum duly painted including making hole in the wall for exhaust fan and finishing properlyetc. complete as required. 257 Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1000 bolts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamps etc. of suitable size. or as directed by the Engineer-Incharge, complete in all respect. the armouring of the cable shall be properly connected with the earth conductor by clamps etc. 6 sqmm 4 core 258 Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1000 bolts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamps etc. of suitable size. or as directed by the Engineer-Incharge, complete in all respect. the armouring of the cable shall be properly connected with the earth conductor by clamps etc. 35 sqmm 3.5 core 259 Supply & fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respects. The armouring of the cable shall be properly connected with the earth as per direction of Engineer-Inchage.6 sqmm 4 core 260 Supply & fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respects. The armouring of the cable shall be properly connected with the earth as per direction of Engineer-Inchage.35 sqmm 3.5 core 261 Supplying and fixing of Plain or pin type copper tin plated cables sockets (lugs) to the cable leads, insuslating with tape and making of connections etc. complete in all respects as per direction of Engineer-Incharge.6 Sq.mm 262 Supplying and fixing of Plain or pin type copper tin plated cables sockets (lugs) to the cable leads, insuslating with tape and making of connections etc. complete in all respects as per direction of Engineer-Incharge.35 Sq.mm 263 Supply and fixing of danger board fabricated from 10 gauge M.S. sheet as per I.E.rules. 264 Supply and laying of 1800mm x 900mm x 12mm thick chequered rubber matting of tested quality. 265 Supply & erection of AC 230/250 Volts, 50 Hz exhaust fans including providing nuts, bolts, mounting frame and other accessories including connections etc. complete as required-Make: USHA Cat No. TURBO JET DLX300mm sweep. 266 BACK GATEDemolishing 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. 15.7.4 In cement mortar 267 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :15.12.1 Of area 3 sq. metres and below 268 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:2.1.1 All kinds of soil 269 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. 270 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 271 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:2.35.3.1 With Chlorpyriphos E.C. 20% with 1%concentration 272 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 273 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 : 5.1.2 - 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 274 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 : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 275 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 : 5.1.2 - 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 276 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level or above plinth level. thermo-Mechanically Treasted bars of grade Fe-500D or more. 277 15 mm cement plaster on the rough side of single or half brick wall of mix : 13.2.1 - 1:4 (1 cement: 4 fine sand) 278 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. 11.28.1 Red sand stone 279 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone.11.29.1 Red sand stone 280 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-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 281 FRONT GATEDemolishing 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. 282 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :area 3 sq. metres and below 283 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 284 6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) 285 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand) 286 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. Red sand stone 287 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone. Red sand stone 288 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-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).G.S.T Extra as per applicableQuantity and Rate will be final as per sanction T.S
