Tender For Eco Tourism Development Work Of Rampur Sohrauna Distt Kushinagar, 1 Ghat Development 2 Dismantling Old Plaster Or Skirting Raking Out Joints And Cleaning The Surface Of Plaster Including Disposal Of Rubbish To The Dumping Ground Within 50 M, kushinagar-Uttar Pradesh

Tender For Eco Tourism Development Work Of Rampur Sohrauna Distt Kushinagar, 1 Ghat Development 2 Dismantling old plaster or skirting raking out joints and cleaning the surface of plaster including disposal of rubbish to the dumping ground within 50 meters lead. 3 Providing and fixing white vitreous china water closet squatting pan (Indian type) along with S or p TRAP INCLUDING dismantling of old WC seat and S or P trap atsite complete with all operations including all necessary materials, labour and disposal of dismantled material including all necessary malba, all complete as per the direction of Engineer in charge. Orrisa pattern WC pan of size 580 x 440 mm 4 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) 5 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than50 gram/litre 6 Earthwork in excavation mechanical means / manual means over areas exceeding 30 cm in depth 1.5 m in width as well 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 7 Earthwork in excavation mechanical means / manual means in foundations trenches or drains not exceeding 1.5 m in width or depth or 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 8 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) 9 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solutionand the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 20.3.1 300 mm dia piles 10 Extra for providing additional bulb in under reamed piles. 20.4.1 300 mm dia piles 11 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 de rived from natural sources) 12 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 de rived from natural sources) 13 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 de rived from natural sources) 14 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.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 15 Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like 16 Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracingscovered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job.The barricading shall not be removed without prior approval of Engineer-in-Charge.(Note :- One time payment shall be made for providing barricadingfrom start of work till completion of work i/c shifting. The barricadingprovided shall remain to be the property of the contractor on completionof the work). 17 Banking exacavated earth by mechancial/ manual means in layers not exceeding 20 cm in depth breaking clods watering rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and top most layer with power roller of min 8 tonnes and dressing up in embankments for roads flood banks marginal and guide banks lead up to 50 mm and for all life - all kinds or soil. deduct for not rolling with power roller of minimum 8 tonne 18 Supplying old/used empty Cement bags including all texes. Filling empty cement bags with locaearth/RBM/silt, hand sewing with suja & sutli and placing in position within 60 M placing. (As per S.O.R. Chept XIX/7b ) 19 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) 20 52 mm thick cement concrete flooring with concrete hardener topping,under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardenerm mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturersspecifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 21 Extra for making chequers of approved pattern on cement concrete floors, steps, landings, pavements 22 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. 10.26.1 M.S. tube 23 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work 24 Stone work ashlar sunk or moulded or sunk and moulded upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : 7.20.1 Red sand stoneExtra for stone work ashlar sunk or moulded or sunk and moulded orcarved in :7.21.1 Triangular or Square or rectangular pillars 25 Provinding and fixing S.S CHAIN 26 Vertical load testing of piles in accordance with IS 2911 (Part IV) inlcuding installation of loading platform by kentledge/ anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification and the direction of the engineer in charge 27 Single pile upto 50 tonne safe capacity 28 Initial test (test load 2.5 times the safe capacity) 29 Routine test (test load 1.5 times the safe capacity) 30 Pavilions 31 Earthwork in excavation mechanical means / manual means in foundations trenches or drains not exceeding 1.5 m in width or depth or 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 32 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) 33 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) 34 BRICK WORK 35 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) 36 REINFORCEMENT CEMENT CONCRETE 37 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 38 All works above plinth level upto floor V level concrete of m25 grade withminimum cementcontent of 330 kg /cum 39 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. 40 SHUTTERING 41 Centering and shuttering including strutting, propping etc. and removal of form for 42 Foundations, footings, bases of columns, etc. for mass concrete 43 Columns, Pillars, Piers, Abutments, Posts and Struts 44 Lintels, beams, plinth beams, girders, bressumers and cantilevers 45 Suspended floors, roofs, landings, balconies and access platform 46 STONE WORK 47 Providing and fixing red sand stone brackets 55x22.5x45 cm sunk andmoulded including providing and fixing with 4 Nos gun metal cramp25x6 mm 30 cm long 48 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade :8.14.2 Red sand stone - Exposed face machine cut and table rubbed with rough backing.8.14.2.4 40 mm thick 49 30 mm red sand stone sun-shade (chisel-dressed) supported on red sand stone brackets, fixed in walls with cement mortar 1:4 (1 cement : 4 coarse sand), including finishing complete. 50 TERRACING 51 [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. 52 (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. With average thickness of 120 mm and minimumthickness at khurra as 65 mm. 53 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 54 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. 55 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 56 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.78.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 57 Electrical Works Pavilion 58 Wiring 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 59 Wiring point for plug with 1.5 sq. mm.FRLSH PVCinsulated multistrand single core copper conductor cable as earthwire drawn inside the conduit partly concealed in wall and partly laid in slab alongwith the reinforcement before concreting, complete with14 SWG copper earth continuity wire and piano type switch and socket etc., complete in all respect including matching colour wash. 60 Addition when modular type switches etc are used in place of piono type switches etc. in various wiring points. 61 Addition for light / fan points with modular type switchin place of piono type switch. 62 Addition for plugpointswith modular switch& socket in place of piano type switch & socket. 63 Supply and wiring of submain with one number 1.5sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable as earth continuity wire drawn inside the conduit in 20mm dia heavy duty (2mm thick) PVC conduit partly laid in slab alongwith reinforcement before concreting and partly concealed in wall, with one no. 14 SWG copper earth continuity wire etc, complete in all respects including matching colour wash. 64 Supply and wiring of submain 2 number 4 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 20mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 2.5 sqmm FRLSH PVC insulated multistranded copper conductor. 65 cable as earth contunity wire etc. complete in all respects. 66 Supply and wiring of submain 2 number 6 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 25mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 4 sqmm FRLSH PVC insulated multistranded copper conductor. 67 cable as earth contunity wire etc. complete in all respects. 68 Supplyfixingand concealing of20mm dia.2mm thick PVC conduit pipe with ISI mark embossed and with PVC acessories confirming to IS No. 3419 for drawing wires duly sealed at joints with original resin/ adhesive to make the complete piping rigid,plastering with cement sand mortar finished to level with matching colour including cost of material labour and T & P etc required for proper completion of work . 69 SUBHEAD II-INSTALLATION OF LIGHT FIXTURES 70 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.(CAT: AAA) 71 SUBHEAD III-DISTIBUTION BOARD 72 Supply and fixing of surface/flush mounting distribution boards with additional metal door withot MCB complete in all respects. 73 6 Way TPN (CAT A) 74 4 Way SPN (CAT A) 75 Supply and fixing of 6Amp to 32 Amp(10 KA) MCB in existing MCB, DB complete with connections as required. (CAT A) 76 Supply fixing and making connection of following FPMCBS complete in all respects as per direction and satisfaction of engineer-in-charge. 77 63 Amp. 4 Pole MCB (CAT B) 78 Supply and fixing of power plug with 15A/250 V flush type modular switch and 5 Pin 15 A/250V flush type universal modular socket switch on concealed M.S. box including supply of all material, labour T&P etc. required for proper completion of work. 79 Supply and fixing of power plug with 20A/250 V flush type modular switch and 5 Pin 20 A/250V flush type universal modular socket switch on concealed M.S. box including supply of all material, labour T&P etc. required for proper completion of work. 80 Supply and fixing Single Pole MCBS Blanking Plate complete in all respects. 81 SUBHEAD IV-CABLES 82 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. 83 16 sqmm4 core 84 25 sqmm3.5 core 85 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 86 16 sqmm4 core 87 25 sqmm3.5 core 88 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. 89 16 Sq.mm 90 25 Sq.mm 91 Change Rooms (Male & Female changing rooms (2) 92 Earthwork in excavation mechanical means / manual means in foundations trenches or drains not exceeding 1.5 m in width or depth or 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 93 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) 94 BRICK WORK 95 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 above plinth level superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) 96 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) 97 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. 6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand) 98 REINFORCEMENT CEMENT CONCRETE 99 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 100 All works above plinth level upto floor V level concrete of m25 grade withminimum cementcontent of 330 kg /cum 101 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. 102 SHUTTERING 103 Centering and shuttering including strutting, propping etc. and removal of form for 104 Lintels, beams, plinth beams, girders, bressumers and cantilevers 105 Lintels, beams, plinth beams, girders, bressumers and cantilevers 106 Suspended floors, roofs, landings, balconies and access platform 107 STONE WORK 108 Providing and fixing red sand stone brackets 55x22.5x45 cm sunk and moulded including providing and fixing with 4 Nos gun metal cramp 25x6 mm 30 cm long 109 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade :8.14.2 Red sand stone - Exposed face machine cut and table rubbed with rough backing.8.14.2.4 40 mm thick 110 30 mm red sand stone sun-shade (chisel-dressed) supported on red sand stone brackets, fixed in walls with cement mortar 1:4 (1 cement : 4 coarse sand), including finishing complete. 111 TERRACING 112 [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. 113 (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. With average thickness of 120 mm and minimumthickness at khurra as 65 mm. 114 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 115 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. 116 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 117 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.78.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 118 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) 119 DOOR VENTILATOR 120 Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineerin-Charge. 121 Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. 122 Providing and fixing stainlees steel fancy handles with approved make ISI mark as approved 200 mm 123 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Twin rubber stopper 124 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :250x10 mm 125 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. 126 Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. 127 Hold fast for chaukhats of doors/windows. 128 FINISHING 129 Pointing on brick work or brick flooring with cement mortar 1:3 flushed/ rules/ struct or weathered pointing 130 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) 131 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. 132 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than50 gram/litre 133 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. 134 FLOORING 135 Providing and laying recitified glazed ceramic floor tiles of size 300 by 300 ,, of 1 st quality conforming to IS 15622 of approved make in all colours shades in colurs while gret ivory fume red brown laid n 20 mm thick cement mortar 1:4 jointing with grey cement slurry 3.3 kg . sqm including pointing the joints with white cemet and matching pigments et. complete 136 engraving letters in hard stone 137 Providing and fixing factory made single extruded WPC solid decorative type flush door shutter of required size comprising of virgin polmer 35 mm thick 138 Ventilator casement window single panel with or without fixed panel 139 Electrical works - changing room (Male & Female changing rooms (2) 140 Wiring 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 141 Wiring point for plug with 1.5 sq. mm.FRLSH PVCinsulated multistrand single core copper conductor cable as earthwire drawn inside the conduit partly concealed in wall and partly laid in slab alongwith the reinforcement before concreting, complete with14 SWG copper earth continuity wire and piano type switch and socket etc., complete in all respect including matching colour wash. 142 Addition when modular type switches etc are used in place of piono type switches etc. in various wiring points. 143 Addition for light / fan points with modular type switchin place of piono type switch. 144 Addition for plugpointswith modular switch& socket in place of piano type switch & socket. 145 Supply and wiring of submain with one number 1.5sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable as earth continuity wire drawn inside the conduit in 20mm dia heavy duty (2mm thick) PVC conduit partly laid in slab alongwith reinforcement before concreting and partly concealed in wall, with one no. 14 SWG copper earth continuity wire etc, complete in all respects including matching colour wash. 146 Supply and wiring of submain 2 number 4 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 20mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 2.5 sqmm FRLSH PVC insulated multistranded copper conductor. 147 cable as earth contunity wire etc. complete in all respects. 148 Supply and wiring of submain 2 number 6 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 25mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 4 sqmm FRLSH PVC insulated multistranded copper conductor. 149 cable as earth contunity wire etc. complete in all respects. 150 Supplyfixingand concealing of20mm dia.2mm thick PVC conduit pipe with ISI mark embossed and with PVC acessories confirming to IS No. 3419 for drawing wires duly sealed at joints with original resin/ adhesive to make the complete piping rigid,plastering with cement sand mortar finished to level with matching colour including cost of material labour and T & P etc required for proper completion of work . 151 SUBHEAD II-INSTALLATION OF LIGHT FIXTURES 152 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.(CAT: AAA) 153 SUBHEAD III-DISTIBUTION BOARD 154 Supply and fixing of surface/flush mounting distribution boards with additional metal door withot MCB complete in all respects. 155 6 Way TPN (CAT A) 156 4 Way SPN (CAT A) 157 Supply and fixing of 6Amp to 32 Amp(10 KA) MCB in existing MCB, DB complete with connections as required. (CAT A) 158 Supply fixing and making connection of following FPMCBS complete in all respects as per direction and satisfaction of engineer-in-charge. 159 63 Amp. 4 Pole MCB (CAT B) 160 Supply and fixing of power plug with 15A/250 V flush type modular switch and 5 Pin 15 A/250V flush type universal modular socket switch on concealed M.S. box including supply of all material, labour T&P etc. required for proper completion of work. 161 Supply and fixing of power plug with 20A/250 V flush type modular switch and 5 Pin 20 A/250V flush type universal modular socket switch on concealed M.S. box including supply of all material, labour T&P etc. required for proper completion of work. 162 Supply and fixing Single Pole MCBS Blanking Plate complete in all respects. 163 SUBHEAD IV-CABLES 164 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. 165 16 sqmm4 core 166 25 sqmm3.5 core 167 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 dire 168 16 sqmm4 core 169 25 sqmm3.5 core 170 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. 171 16 Sq.mm 172 25 Sq.mm 173 Bird Watching Tower (Civil Works) 174 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. 175 Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge. 176 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 177 Treatment of soil along external perimeter of building 7.5 liters/sqm.(5) Treatment of soil under apron along external perimter 5 liters/sqm. 178 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.78.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 179 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) 180 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) 181 RCC WORK 182 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) 183 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). 184 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). 185 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). 186 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.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 187 B/W WORK 188 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) 189 FLOORING 190 52 mm thick cement concrete flooring with concrete hardener topping,under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardenerm mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturersspecifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 191 Extra for making chequers of approved pattern on cement concrete floors, steps, landings, pavements 192 MS WORK 193 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. 10.26.1 M.S. tube 194 FINISHING 195 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work 196 Shuttering 197 Centering and shuttering including strutting, propping etc. and removal of form for 198 Columns, Pillars, Piers, Abutments, Posts and Struts 199 Lintels, beams, plinth beams, girders, bressumers and cantilevers 200 Suspended floors, roofs, landings, balconies and access platform 201 Lintels, beams, plinth beams, girders, bressumers and cantilevers 202 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 ofcement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over the RCC slab adjoining wall upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken brick bats 25mm 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 to required slope and treating similarly the adjoining heights upto 300mm height including rounding of junctions of walls and slabs. (c) After two days of propoer curing applying a second 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 20mm thick jointless cement mortar of mix 1:4 (1 cement : 4 coarse sand) admixed 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 300 x 300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test . All above operations to be done in order and as directed and specified by the Engineer-in-charge with average thickness of 120 mm and minimum thickness at khurra as 86mm 203 Rough cast plaster upto 10m height above ground level with a mixture of a sand and graval of crushed stone from 6 mm to 10 mm nominal size, dashed over and including the fresh plaster in two laper under 12 mm cement plaster ( 12 cement :3fine sand ) mixed with 10% finelt grounded hydrated lime by volume of cement ordinary cement finhish using ordinary cement 204 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) 205 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. 206 Providing and laying pressed clay tiles (as per approved pattern 20 mm norminal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2 % integral water proofing compound laid over a bed of 20 mm thick cement mortar 1:4 and finished neat complete 207 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. 208 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 209 [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. 210 (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. With average thickness of 120 mm and minimumthickness at khurra as 65 mm. 211 Bird Watching Tower (Electrical Works) 212 Wiring 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 213 Wiring point for plug with 1.5 sq. mm.FRLSH PVCinsulated multistrand single core copper conductor cable as earthwire drawn inside the conduit partly concealed in wall and partly laid in slab alongwith the reinforcement before concreting, complete with14 SWG copper earth continuity wire and piano type switch and socket etc., complete in all respect including matching colour wash. 214 Addition when modular type switches etc are used in place of piono type switches etc. in various wiring points. 215 Addition for light / fan points with modular type switchin place of piono type switch. 216 Addition for plugpointswith modular switch& socket in place of piano type switch & socket. 217 Supply and wiring of submain with one number 1.5sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable as earth continuity wire drawn inside the conduit in 20mm dia heavy duty (2mm thick) PVC conduit partly laid in slab alongwith reinforcement before concreting and partly concealed in wall, with one no. 14 SWG copper earth continuity wire etc, complete in all respects including matching colour wash. 218 Supply and wiring of submain 2 number 4 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 20mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 2.5 sqmm FRLSH PVC insulated multistranded copper conductor. 219 cable as earth contunity wire etc. complete in all respects. 220 Supply and wiring of submain 2 number 6 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 25mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 4 sqmm FRLSH PVC insulated multistranded copper conductor. 221 cable as earth contunity wire etc. complete in all respects. 222 Supplyfixingand concealing of20mm dia.2mm thick PVC conduit pipe with ISI mark embossed and with PVC acessories confirming to IS No. 3419 for drawing wires duly sealed at joints with original resin/ adhesive to make the complete piping rigid,plastering with cement sand mortar finished to level with matching colour including cost of material labour and T & P etc required for proper completion of work . 223 SUBHEAD II-INSTALLATION OF LIGHT FIXTURES AND FANS 224 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.(CAT: AAA) 225 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.(CAT: AAA) 226 SUBHEAD III-DISTIBUTION BOARD 227 Supply and fixing of surface/flush mounting distribution boards with additional metal door withot MCB complete in all respects. 228 6 Way TPN (CAT A) 229 4 Way SPN (CAT A) 230 Supply and fixing of 6Amp to 32 Amp(10 KA) MCB in existing MCB, DB complete with connections as required. (CAT A) 231 Supply fixing and making connection of following FPMCBS complete in all respects as per direction and satisfaction of engineer-in-charge. 232 63 Amp. 4 Pole MCB (CAT B) 233 Supply and fixing of power plug with 15A/250 V flush type modular switch and 5 Pin 15 A/250V flush type universal modular socket switch on concealed M.S. box including supply of all material, labour T&P etc. required for proper completion of work. 234 Supply and fixing of power plug with 20A/250 V flush type modular switch and 5 Pin 20 A/250V flush type universal modular socket switch on concealed M.S. box including supply of all material, labour T&P etc. required for proper completion of work. 235 Supply and fixing Single Pole MCBS Blanking Plate complete in all respects. 236 SUBHEAD IV-CABLES 237 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. 238 16 sqmm4 core 239 25 sqmm3.5 core 240 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 dire 241 16 sqmm4 core 242 25 sqmm3.5 core 243 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. 244 16 Sq.mm 245 25 Sq.mm 246 Site Development Works 247 Boundary Wall (160 Mtr 248 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)including dressing of sides and ramming of bottoms for all lift including getting out excavated soil and disposal of surplus excavated soil as directed wihin a lead of 50 m All kinds of soil 249 Excavating, supplying, stacking and filling of loacal earth (including royalty) by mechanical means tranport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in foundations trenches plinth sides of foundations etc complete for all lift 250 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. 251 Finishing walls with Acrylic Smooth exterior paint of required shade : 13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 252 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved branf and manufacture 253 Applying primimg coats with ready mixed red oxide zince chromate primer of approved brand and manufacture on steel galvanised iron / steel work 254 RCC: standard post/ struts/ rails/ pales of mix 1:1.5:3 with wooden plugs or 6 mm bar nibs wherever required as per direction of engineer in charge (cost of earth works in excavation, concrete works in foundation to be paid separatelt). 255 Welded steel fabric of required width having rectangular mesh painted with two or more coats of enamel paint of approved shade over a coat of primer ( priming and painting to be paid seaparetly 256 Welded steel wire fabric fencing with posts of specified material and of standard design placed and embedded in cement concrete blocks 45 X 45 X 60 cm mix 1:5:10 every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete vlocks 70 X 45 X 50 cm of the same mix, provided with welded steel wire fabric fixed between the posts fitted and fixed with GI staples on wooden plugs or tied to 6 mm bar nibs with GI binding wire (cost of posts, welded steel wire fabric, painting, earth work in excavation and concrete to be paid for separately). 257 Pathway (180 sqm) 258 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 2.6.1 All kinds of soil 259 Excavating, supplying, stacking and filling of loacal earth (including royalty) by mechanical means tranport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in foundations trenches plinth sides of foundations etc complete for all lift 260 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. 261 Supplying and filling in plinth with sand under floors including watering, ramming consolidation and dressing complete 262 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.78.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 263 6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) 264 Brick on edge flooring with bricks of class deignation 7.5 on a bed of 12 mm cement mortar including filling of joints with same mortar with common burnt clay non modular bricks 1:4 cement and coarse sand 265 Demolishing dry brick pitching in floors, drains etc. including stacking of servicable material and disposal of unservicable material within 50 meters lead 266 Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured) in cement mortar 267 Pointing on brick work or brick floorinG with cement mortar 1:3 flushed/ rules/ struct or weathered pointing 268 Horticulture Works 269 Clearing grass and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared 270 Surface dressing of the ground including removing vegetation and including equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 mall kinds of soil 271 Ploughing the existing ground to a depth of 15 cm to 25 cm and watering the same all kinds of soils 272 Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). 273 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge 274 Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% for payment) 275 Supplying and stacking sludge at site including royalty and carriage upto 5 km complete (sludge measured in stacks will be reduced by 8% for payment). 276 Grassing with selection No. 1 grass including watering and maintenance of the lawn for 60 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and earth shall be paid for separately). In rows 5 cm apart in both directions 277 Complete maintenance of trees (Out side garden features), jobs like making of basin at regular interval i/c watering, weeding, pruning & application of fertilizer etc, (excluding the cost of material which shall be supplied by the department and other T & P material/articles shall be provided by the contractor) and as per direction of officer in charge. Trees for 250 no/(up to 4 & up to 3 year Slow & Fast growing group) 278 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water) 279 Shrub 280 Hedge 281 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) : HOLES 45CM DEEP, 45 CM DIA 282 Providing and stacking of Bougainvillea (Variety Butiana, Lady Mary Baring, Mahara,Mohan,Scarlet Queen, Variegated, Glabra Formosa, Peruviana Odissi, Paratha, Subhra,Thimma, Spectabilis L.N Birla, Refulgens) of height 75- 90 cm. with 2-3 branches in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge 283 Providing and stacking of Dianella variegated, with 3 to 4 variegated leaves in 20 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge. 284 Bamboo Buddha valley with fresh & healthy 3 to 4 suckers having 75 to 90 cm ht. plant in 25 cm size Earthen Pot/ Plastic Pot 285 Ficus benjamina (green) height 150-165 cm., bushy with healthy branches and lush green foliage in big size HDPE bag 286 Fishtail palm ht. 150-180 cm bottom girth 15-20 cm well developed in big poly bag size 25 cm 287 Providing and displaying of Areca Palm having ht. 1.20 m to 1.50 m with 5 to 6 suckers, well developed, fresh and healthy with lush green foliage in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge. 288 Providing and displaying of Livistona palm having ht. 60 cm to 75 cm, well developed with 8 to 10 leaves, fresh & healthy foliage in 30 cm size of Earthen pot/Plastic pot. as per direction of the officer-in-charge. 289 Providing and stacking of Cassia laevigata of height 60-75 cm. with 4-5 branches in bag of size 25 cm as per direction of the officer-in-charge. 290 Providing and stacking of Dombeya mastersii of height 60-75 cm. with 4- 5 branches in bag of size 25 cm as per direction of the officer-in-charge. 291 Providing and stacking of Ficus reginald well branched, bushy of height 60- 75 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge. 292 Providing and stacking of Gardenia jasminoides of height 45-60 cm. with 3- 4 branches in earthen pots of size 20 cm as per direction of the officer-in-charge. 293 Providing and stacking of Hibiscus rosasinensis of height 90-105 cm., bushy in big size HDPE bag as per direction of the officer-in-charge. 294 Providing and stacking of Cestrum nocturnum (Raat ki Rani) of height 60- 75 cm. with 4-5 branches in bag of size 25 cm as per direction of the officer-in-charge. 295 Cutting of Hedge/Edge including removing of cut material, cleaning, hoeing of hedge/edge bed watering, manureing and applying insecticides and fungicides etc.(excluding the cost of material which shall be supplied by the department) and as per direction of officer in charge. 296 Topiary cutting/shapping of plant removing of cut materials, cleaning, hoeing of plants complete design hoeing of trees (Topiary) watering manure etc.(excluding the cost of material which shall be supplied by thedepartment) and as per direction of officer in charge. 297 Providing and fixing of Alphabet topiary frames in stainless frame approximate size 2 ft by 1.5 ft as approved by site engineer 298 External Electrification Solar Lights 299 Supply , installation , testing and commissiioning of 12-16 watt LED Solar Street Light System 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/ havels/ lafit / lustere etc similar brand as approved by architect / site engineer 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 diffuser Mounting of light :- 65 mm dia mediumn class hot dipG>I> pipe designer pole 6.00 metre long pole height 5.00 metre above the ground level luminaire shall be atleast 4.60 metre above the ground level as approved by architect / engineer in charge photographs Name plate Warrenty :- 5 years comprehensive warranty 300 Sitouts & Seating 18 Planters 301 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. 302 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources). 303 Brick work with common burnt clay selected F.P.S. (non modular) bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand) 304 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 305 Treatment of soil along external perimeter of building 7.5 liters/sqm.(5) Treatment of soil under apron along external perimter 5 liters/sqm. 306 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.78.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 307 Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge. 308 Pointing on brick work or brick floorinf with cement mortar 1:3 flushed/ rules/ struct or weathered pointing 309 Signages & Place Making 310 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. 311 Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge. 312 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) 313 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 314 Treatment of soil along external perimeter of building 7.5 liters/sqm.(5) Treatment of soil under apron along external perimter 5 liters/sqm. 315 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.78.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 316 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 317 All work up to plinth level 318 Brick on edge flooring with bricks of class deignation 7.5 on a bed of 12 mm cement mortar including filling of joints with same mortar with common burnt clay non modular bricks 1:4 cement and coarse sand 319 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.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 320 Providing & fixing of Theme based place making work which contain 8 nos Sculpture of various sizes ranging from 0.75 m to 1.75 mt - Theme based set on story of Manjhariya devi mata made with solid red sand stone fiber casting, water proof & all weather proof material with installation on site. (Mixture item - Raisin, katlist, Exilater, Fiber Mat, marbal dust etc.), Product is made in solid (product will not damage with sunlight), sculpture color will be as per architect approved. 321 Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform. with water proof ply 12 mm thick 322 Centering and shuttering including strutting, propping etc. and removal of form forEdges of slabs and breaks in floors and wallsUnder 20 cm wide 323 SIGNAGES 324 EARTHWORK 325 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 326 PCC WORK 327 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) 328 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 329 Treatment of soil along external perimeter of building 7.5 liters/sqm.(5) Treatment of soil under apron along external perimter 5 liters/sqm. 330 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.78.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 331 BRICKWORK 332 Brick work with common burnt clay selected F.P.S. (non modular) bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand) 333 From ground level upto plinth level 334 Above plinth level upto floor V level 335 STEEL WORK 336 Providing 3mm thick MS sheet powder coated with primer coat as per design approved by engineer in chargerand bolted to masonry work all complete 337 Providing and fixing carbon galvanised (minimum coating 5 micron dash fasterner of 01 mm dia double threaded 6.8 grade (yeild strength 480 N/Mm2 counter sunk head comprsing 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame, concrete / masonry etc as per direction of engineer in charge. 10x 120 mm 338 FINISHING 339 Finishing with epoxy paint two or more coats at all locations prepared and applied as per manufacturers specifications including priming coat preparation of surface etc complete on steel work 340 Cost of CNC, on MS SHEETof any thickness required for precise carving wherever required of approved depth as per design approved from Arhcitect in charge including cost of designing, for overall mural including the cost of labour involved in day to day fabrication and processing of Artistic work 341 Tube Well 342 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level.All types of soil 300 mm dia 343 Supplying, assembling, lowering and fixing in vertical position in bore well, 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. 150 mm nominal size dia 344 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineerin-charge. 345 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-incharge. 346 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 347 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. 348 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 349 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: 150 mm dia 350 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewellas per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 150 mm clamp 351 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end): 50 mm nominal bore 352 Providing and fixing Kirloskar 3.7 kiloWatt 5 LPS Three Phase-Submersible Pump Set 353 Site Drainage (200 Mtr) 354 CONSTRUCTION OFAPRON DRAIN (250X300MM) LENGTH OF DRAIN 200 METERS 355 Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineerin-charge 356 Entry Gateway 357 Earthwork in excavation mechanical means / manual means over areas exceeding 30 cm in depth 1.5 m in width as well 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 358 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 359 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources). 360 (4) Treatment of soil along external perimeter of building 7.5 liters/sqm.(5) Treatment of soil under apron along external perimter 5 liters/sqm. 361 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) 362 All work up to plinth level 363 All work above plinth level 364 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. 365 SHUTTERING 366 Centering and shuttering including strutting, propping etc. and removal of form for 367 Foundations, footings, bases of columns, etc. for mass concrete 368 Columns, Pillars, Piers, Abutments, Posts and Struts 369 Lintels, beams, plinth beams, girders, bressumers and cantilevers 370 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. asrequired. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 371 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 13.61.1 Two or more coats on new work 372 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) 373 Pointing on brick work or brick flooring with cement mortar 1:3 flushed/ rules/ struct or weathered pointing 374 Brick work with common burnt clay FPS non modular bricks of class designation 7.5 in foundation and plinth in cement mortar 1:4 375 Brick work with common burnt clay selected F.P.S. (non modular) bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand) 376 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. 377 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than50 gram/litre 378 Stone work ashlar sunk or moulded or sunk and moulded upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : 7.20.1 Red sand stone Extra for stone work ashlar sunk or moulded or sunk and moulded or carved in : 7.21.1 Triangular or Square or rectangular pillars 379 Providing and fixing of stainless steel letters luminated (alphabets) in matt finish grade 316 total 17 letters (20cm height) as per approved colour, font, design, and size including UP Tourism logo 380 Multi Purpose Hall (Civil) 381 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge. All kinds of soil 382 Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge. 383 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 384 Treatment of soil along external perimeter of building 7.5 liters/sqm.(5) Treatment of soil under apron along external perimter 5 liters/sqm. 385 PCC WORK 386 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. 387 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.78.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 388 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 389 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) 390 REINFORCEMENT CEMENT CONCRETE 391 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 392 All works above plinth level upto floor V level concrete of m25 grade withminimum cementcontent of 330 kg /cum 393 BRICKWORK 394 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) 395 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 above plinth level superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) 396 TERRACING (WATER PROOFING) 397 [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. 398 (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. With average thickness of 120 mm and minimumthickness at khurra as 65 mm. 399 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 400 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. 401 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 402 DOOR & WINDOWS 403 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 9.20.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 404 Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality.9.127.2 1.0 mm thick 405 Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced withgalvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware,SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleevefor fixing frame to finished wall as perIS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. 406 Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paidseparately. Note:- Structural design proof checked from a Government Engineering Institute,to be provided by the manufacturer for : (i) Siteswith basic wind speed > 45 m/sec as per IS 875 – Part 3 (ii)Sites with structure height more than 20m for all wind speeds 407 Two track four panels sliding windows with Aluminium channel for roller track, wool pile, zinc alloy (zamak) powder coated handle on three panels along with multi-point locking system, nylon rollers with SS 304 body. Using R3 series with frame (55mm & above) x (40mm & above) & sash (30mm & above) x (55mm & above) (Height upto 1.8m) 408 Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. 409 Providing and fixing stainlees steel fancy handles with approved make ISI mark as approved 200 mm 410 Providing and fixing steel (white power coated) crescent lock for uPVC sliding window/ door with necessary screws etc. complete. 411 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Twin rubber stopper 412 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :250x10 mm 413 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. 414 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):(Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5.5 mm thickness 415 Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture withmatching wood beading 416 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. 417 FINISHING 418 Pointing on brick work or brick floorinG with cement mortar 1:3 flushed/ rules/ struct or weathered pointing 419 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) 420 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) 421 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. 422 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than50 gram/litre 423 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. 424 FLOORING 425 40 mm thick marble chips flooring rubbed and polished to granolithic finish, under layer 34 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) and top layer 6mm thick with white, black, chocolate, grey, yellow or green 11.0 FLOORING SUB HEAD : 11.0 FLOORING 235 SUB HEAD : 11.0 FLOORING 236 Code Description Unit Rate No. marble chips of sizes from 1 mm to 4 mm nominal size, laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume, including cement slurry etc. complete 426 Dark shade pigment with ordinary cement 427 SHUTTERING 428 Centering and shuttering including strutting, propping etc. and removal of form for 429 Foundations, footings, bases of columns, etc. for mass concrete 430 Columns, Pillars, Piers, Abutments, Posts and Struts 431 Lintels, beams, plinth beams, girders, bressumers and cantilevers 432 Lintels, beams, plinth beams, girders, bressumers and cantilevers 433 Suspended floors, roofs, landings, balconies and access platform 434 Suspended floors, roofs, landings, balconies and access platform 435 Terracotta jali 436 Installation charges for fixing of façade at all heights with extruded hollow clay/terracotta ventillated rain screen tiles 437 P/F Terracotta jali 438 Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm 439 long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturers specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with :2.45.4 Fully Perforated Gypsum Plaster Board of size 1200 x 2400x12.5 mm having approx. 15 % perforated area with perforation size and pattern as approved by the Engineer in-charge and as per manufacturers specification, with all 4 side tapered and backed by acoustical tissue with NRC value not less than 0.60 440 Structural steel work riveted, welded, or boltedin built up sections, trusses, and framed work, including cutting, hoisting, fixing in position and applyinga priming coat of approved steel primer all complete 441 Providing and laying pressed clay tiles (as per approved pattern 20 mm norminal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2 % integral water proofing compound laid over a bed of 20 mm thick cement mortar 1:4 and finished neat complete 442 Electrical Works 443 Wiring 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 444 Wiring point for fan / fresh air fan (light duty exhaust fan) with 1.5 sq.mm.FRLSH PVC insulated multistrand single core copper conductor cableas earthwire drawn inside the conduit partly concealed in wall and partly laid in slab alongwith the reinforcement before concreting, complete with 14 SWG copper earth continuity wire,GP Box , piano type switch & ceiling rose on 3 mm. thick backelite sheet etc., complete in all respect including matching colour wash. 445 Wiring point for plug with 1.5 sq. mm.FRLSH PVCinsulated multistrand single core copper conductor cable as earthwire drawn inside the conduit partly concealed in wall and partly laid in slab alongwith the reinforcement before concreting, complete with14 SWG copper earth continuity wire and piano type switch and socket etc., complete in all respect including matching colour wash. 446 Addition when modular type switches etc are used in place of piono type switches etc. in various wiring points. 447 Addition for light / fan points with modular type switchin place of piono type switch. 448 Addition for plugpointswith modular switch& socket in place of piano type switch & socket. 449 Supply and wiring of submain with one number 1.5sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable as earth continuity wire drawn inside the conduit in 20mm dia heavy duty (2mm thick) PVC conduit partly laid in slab alongwith reinforcement before concreting and partly concealed in wall, with one no. 14 SWG copper earth continuity wire etc, complete in all respects including matching colour wash. 450 Supply and wiring of submain 2 number 4 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 20mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 2.5 sqmm FRLSH PVC insulated multistranded copper conductor. 451 cable as earth contunity wire etc. complete in all respects. 452 Supply and wiring of submain 2 number 6 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 25mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 4 sqmm FRLSH PVC insulated multistranded copper conductor. 453 cable as earth contunity wire etc. complete in all respects. 454 Supplyfixingand concealing of20mm dia.2mm thick PVC conduit pipe with ISI mark embossed and with PVC acessories confirming to IS No. 3419 for drawing wires duly sealed at joints with original resin/ adhesive to make the complete piping rigid,plastering with cement sand mortar finished to level with matching colour including cost of material labour and T & P etc required for proper completion of work . 455 SUBHEAD II-INSTALLATION OF LIGHT FIXTURES AND FANS 456 Erection and testing of ceiling fan and regulator for room height upto 3.5mts. including supply of 3mm thick G.I. Pipe 19mm dia duly painted, complete in all respects. 457 Supply and fixing hexagonal/Round G.P. fan box of approved make made up of 1.0mm thick ISI Marked G.P. sheet spot weeldeed Four to Eight holes of 25.4 mm for pipe entry of the box. Holes should be semi-shuttered type with 0.5mm G.P. Sheet made upper & lower cover duly screewed fitted with 300mm round zink coted M.S Bar X 12mm & brand name should be embossed.Fixing with wiring conduit laid in the R.C.C roof before concreting alongwith supply of all material, labour, T&P etc. required for proper completion of the work. 458 Supplyfixingofelectronic fan regulator(Modular) 120-280 V. ISImarked, on the existing switch board including making connetion, required material, labour T/P etc for proper completion of work to the satisfaction of Engineer in charge of work. 459 Supply and Ceiling fan with fan motor of AC permanent insulation, capacitor rating conforming BEE 5 star rating and IS: 374/79 and also comply with IS:1709/1984 with latest amendment. The rated voltage 220/240 volt 50Hz, 1-ph AC the fan assemble should consist of down rod blades, shackle canopies etc and with double ball breaing system 460 BEE 5 star rated-1200 mm sweep 461 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.(CAT: AAA) 462 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.(CAT: AAA) 463 Provinding & fixing Aluminum LED Track Spot Light LED Panel recess mounting for armstrong / Pop / Zip Board cellings complete with separate electronic driver and high brightness SMD LEDs (3000,4000,6500K) 464 SUBHEAD III-DISTIBUTION BOARD 465 Supply and fixing of surface/flush mounting distribution boards with additional metal door withot MCB complete in all respects. 466 6 Way TPN (CAT A) 467 4 Way SPN (CAT A) 468 Supply and fixing of 6Amp to 32 Amp(10 KA) MCB in existing MCB, DB complete with connections as required. (CAT A) 469 Supply fixing and making connection of following FPMCBS complete in all respects as per direction and satisfaction of engineer-in-charge. 470 63 Amp. 4 Pole MCB (CAT B) 471 Supply and fixing of power plug with 15A/250 V flush type modular switch and 5 Pin 15 A/250V flush type universal modular socket switch on concealed M.S. box including supply of all material, labour T&P etc. required for proper completion of work. 472 Supply and fixing of power plug with 20A/250 V flush type modular switch and 5 Pin 20 A/250V flush type universal modular socket switch on concealed M.S. box including supply of all material, labour T&P etc. required for proper completion of work. 473 Supply and fixing Single Pole MCBS Blanking Plate complete in all respects. 474 SUBHEAD IV-CABLES 475 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. 476 16 sqmm4 core 477 25 sqmm3.5 core 478 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 479 16 sqmm4 core 480 25 sqmm3.5 core 481 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. 482 16 Sq.mm 483 25 Sq.mm 484 Drinking Water Kiosk 485 Civil Works 486 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 2.6.1 All kinds of soil 487 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 488 Supply and stacking of fly ash conforming to IRC- 58 at site. Including carriage, loading , unloading and stacking upto any lead 489 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. 490 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 491 16.78 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.78.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 492 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 493 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) 494 (4) Treatment of soil along external perimeter of building 7.5 liters/sqm.(5) Treatment of soil under apron along external perimter 5 liters/sqm. 495 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 de rived from natural sources) 496 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) 497 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) 498 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) 499 All work up to plinth level 500 All work above plinth level 501 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 de rived from natural sources) 502 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) 503 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: 504 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 above plinth level superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) 505 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. 6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand) 506 Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat: 12.19.1 With common burnt clay F.P.S. (non modular) brick tiles of class designation 10 507 Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. 508 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of H section, a uPVC hollow section of size 100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. U cleat The shutter frame filled with a uPVC multi-chambered singlepanel of size not less than 620 mm, having over all thicknessof 20 mm and 1 mm (± 0.1 mm) wall thickness . The panelsfilled vertically and tie bar at two places by inserting horizontally6 mm galvanised M.S. rod and fastened with nuts andwashers, complete as per manufacturers specification anddirection of Engineer-in-charge. 509 Providing and fixing bright finished brass parliamentary hinges with necessary screws etc. complete : 9.73.3 100x125x27x5 mm 510 Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineerin-Charge. 511 providing 40x5 mm flat iron hold fats 400 mm long including fixing to frame with 10mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150mm 1:3:6 mix. 512 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. 513 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) 514 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) 515 40 mm thick marble chips flooring rubbed and polished to granolithic finish, under layer 34 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) and top layer 6mm thick with white, black, chocolate, grey, yellow or green 11.0 FLOORING SUB HEAD : 11.0 FLOORING 235 SUB HEAD : 11.0 FLOORING 236 Code Description Unit Rate No. marble chips of sizes from 1 mm to 4 mm nominal size, laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume, including cement slurry etc. complete 516 Dark shade pigment with ordinary cement 517 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. 518 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) 519 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. 520 Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. 521 Providing and fixing sliding bolts 522 Providing and fixing Tower bolts 523 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. 524 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. 525 Centering and shuttering including strutting, propping etc. and removal of form for 526 Foundations, footings, bases of columns, etc. for mass concrete 527 Columns, Pillars, Piers, Abutments, Posts and Struts 528 Lintels, beams, plinth beams, girders, bressumers and cantilevers 529 Lintels, beams, plinth beams, girders, bressumers and cantilevers 530 Suspended floors, roofs, landings, balconies and access platform 531 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 of edges to give high gloss finish etc. complete at all levels 8.2.2 Granite stone slab of colour black, Cherry/Ruby red 8.2.2.2 Area of slab over 0.50 sqm 532 Providing and laying pressed clay tiles (as per approved pattern 20 mm norminal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2 % integral water proofing compound laid over a bed of 20 mm thick cement mortar 1:4 and finished neat complete 533 Pointing on brick work or brick floorinG with cement mortar 1:3 flushed/ rules/ struct or weathered pointing 534 P/F Terracotta jali 535 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. 536 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 537 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 538 Electrical Works 539 Wiring 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 540 Wiring point for fan / fresh air fan (light duty exhaust fan) with 1.5 sq.mm.FRLSH PVC insulated multistrand single core copper conductor cableas earthwire drawn inside the conduit partly concealed in wall and partly laid in slab alongwith the reinforcement before concreting, complete with 14 SWG copper earth continuity wire,GP Box , piano type switch & ceiling rose on 3 mm. thick backelite sheet etc., complete in all respect including matching colour wash. 541 Wiring point for plug with 1.5 sq. mm.FRLSH PVCinsulated multistrand single core copper conductor cable as earthwire drawn inside the conduit partly concealed in wall and partly laid in slab alongwith the reinforcement before concreting, complete with14 SWG copper earth continuity wire and piano type switch and socket etc., complete in all respect including matching colour wash. 542 Addition when modular type switches etc are used in place of piono type switches etc. in various wiring points. 543 Addition for light / fan points with modular type switchin place of piono type switch. 544 Addition for plugpointswith modular switch& socket in place of piano type switch & socket. 545 Supply and wiring of submain with one number 1.5sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable as earth continuity wire drawn inside the conduit in 20mm dia heavy duty (2mm thick) PVC conduit partly laid in slab alongwith reinforcement before concreting and partly concealed in wall, with one no. 14 SWG copper earth continuity wire etc, complete in all respects including matching colour wash. 546 Supply and wiring of submain 2 number 4 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 20mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 2.5 sqmm FRLSH PVC insulated multistranded copper conductor. 547 cable as earth contunity wire etc. complete in all respects. 548 Supply and wiring of submain 2 number 6 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 25mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 4 sqmm FRLSH PVC insulated multistranded copper conductor. 549 cable as earth contunity wire etc. complete in all respects. 550 Supplyfixingand concealing of20mm dia.2mm thick PVC conduit pipe with ISI mark embossed and with PVC acessories confirming to IS No. 3419 for drawing wires duly sealed at joints with original resin/ adhesive to make the complete piping rigid,plastering with cement sand mortar finished to level with matching colour including cost of material labour and T & P etc required for proper completion of work . 551 SUBHEAD II-INSTALLATION OF LIGHT FIXTURES AND FANS 552 Erection and testing of ceiling fan and regulator for room height upto 3.5mts. including supply of 3mm thick G.I. Pipe 19mm dia duly painted, complete in all respects. 553 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.(CAT: AAA) 554 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.(CAT: AAA) 555 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.(CAT: AAA) 556 SUBHEAD III-DISTIBUTION BOARD 557 Supply and fixing of surface/flush mounting distribution boards with additional metal door withot MCB complete in all respects. 558 6 Way TPN (CAT A) 559 Supply and fixing of 6Amp to 32 Amp(10 KA) MCB in existing MCB, DB complete with connections as required. (CAT A) 560 Supply fixing and making connection of following FPMCBS complete in all respects as per direction and satisfaction of engineer-in-charge. 561 63 Amp. 4 Pole MCB (CAT B) 562 Supply and fixing of power plug with 15A/250 V flush type modular switch and 5 Pin 15 A/250V flush type universal modular socket switch on concealed M.S. box including supply of all material, labour T&P etc. required for proper completion of work. 563 Supply and fixing of power plug with 20A/250 V flush type modular switch and 5 Pin 20 A/250V flush type universal modular socket switch on concealed M.S. box including supply of all material, labour T&P etc. required for proper completion of work. 564 Supply and fixing Single Pole MCBS Blanking Plate complete in all respects. 565 SUBHEAD IV-CABLES 566 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. 567 16 sqmm4 core 568 25 sqmm3.5 core 569 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 dire 570 16 sqmm4 core 571 25 sqmm3.5 core 572 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. 573 16 Sq.mm 574 25 Sq.mm 575 Plumbing Works 576 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible pipe 40 mm dia 577 Providing and fixing 100 mm sand cast Iron grating for gully trap. 578 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 579 100 mm nominal dia Pipes 580 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 581 20 mm dia (iner fitting) 582 32mm dia (outer fitting) 583 Providing and fixing gun metal gate valve with C.I. wheel of approved quality {screwed end):. 32mm dia 584 32mm dia 585 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 15 mm nominal bore 586 Providing and fixing brass stop cock of approved quality : 15 mm nominal bore 587 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm 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 : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 588 Providing and placing on terrace (at all floor levels) polyethylene waterstorage 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. 589 Total Cost of Plumbing Work-A 590 TUBE WELL 591 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. All types of soil 300 mm dia 592 Supplying, assembling, lowering and fixing in vertical position in bore well, 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. 150 mm nominal size dia 593 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineerin-charge. 594 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-incharge. 595 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 596 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. 597 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 598 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: 150 mm dia 599 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewellas per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 150 mm clamp 600 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end): 50 mm nominal bore 601 Providing and fixing Kirloskar 3.7 kiloWatt 5 LPS Three Phase-Submersible Pump Set 602 Kiosk (03 Nos) 603 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 2.6.1 All kinds of soil 604 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 605 Supply and stacking of fly ash conforming to IRC- 58 at site. Including carriage, loading , unloading and stacking upto any lead 606 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. 607 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 608 16.78 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.78.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 609 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 610 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) 611 (4) Treatment of soil along external perimeter of building 7.5 liters/sqm.(5) Treatment of soil under apron along external perimter 5 liters/sqm. 612 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 de rived from natural sources) 613 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) 614 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) 615 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) 616 All work up to plinth level 617 All work above plinth level 618 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 de rived from natural sources) 619 6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) 620 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: 621 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 above plinth level superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) 622 Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat: 12.19.1 With common burnt clay F.P.S. (non modular) brick tiles of class designation 10 623 P/L water proofing treatment on roofs. 624 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 9.20.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 625 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of H section, a uPVC hollow section of size 100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. U cleat The shutter frame filled with a uPVC multi-chambered singlepanel of size not less than 620 mm, having over all thicknessof 20 mm and 1 mm (± 0.1 mm) wall thickness . The panelsfilled vertically and tie bar at two places by inserting horizontally6 mm galvanised M.S. rod and fastened with nuts andwashers, complete as per manufacturers specification anddirection of Engineer-in-charge. 626 Providing and fixing bright finished brass parliamentary hinges with necessary screws etc. complete : 9.73.3 100x125x27x5 mm 627 Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineerin-Charge. 628 Providing and fixing steel (white power coated) crescent lock for uPVC sliding window/ door with necessary screws etc. complete. 629 providing 40x5 mm flat iron hold fats 400 mm long including fixing to frame with 10mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150mm 1:3:6 mix. 630 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. 631 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) 632 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :8.14.2 Red sand stone - Exposed face machine cut and tablerubbed with rough backing 8.14.2.4 40 mm thick 633 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 634 40 mm thick marble chips flooring rubbed and polished to granolithic finish, under layer 34 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) and top layer 6mm thick with white, black, chocolate, grey, yellow or green 11.0 FLOORING SUB HEAD : 11.0 FLOORING 235 SUB HEAD : 11.0 FLOORING 236 Code Description Unit Rate No. marble chips of sizes from 1 mm to 4 mm nominal size, laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume, including cement slurry etc. complete 635 Dark shade pigment with ordinary cement 636 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) 637 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. 638 Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. 639 Providing and fixing Aluminim Tower bolts 640 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. 641 Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete. 9.114.1 Triple strip vertical type 642 Centering and shuttering including strutting, propping etc. and removal of form for 643 Foundations, footings, bases of columns, etc. for mass concrete 644 Columns, Pillars, Piers, Abutments, Posts and Struts 645 Lintels, beams, plinth beams, girders, bressumers and cantilevers 646 Lintels, beams, plinth beams, girders, bressumers and cantilevers 647 Suspended floors, roofs, landings, balconies and access platform 648 Engraving in hard stone 649 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 10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover 650 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 of edges to give high gloss finish etc. complete at all levels 8.2.2 Granite stone slab of colour black, Cherry/Ruby red 8.2.2.2 Area of slab over 0.50 sqm 651 Providing and laying pressed clay tiles (as per approved pattern 20 mm norminal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2 % integral water proofing compound laid over a bed of 20 mm thick cement mortar 1:4 and finished neat complete 652 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. 653 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 654 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 655 Electrical Works 656 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class pvc conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 657 Group C 658 Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required. 659 Group C 660 Twin Control Point wiring in PVC conduit, with modular type switch :- 661 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class pvc conduit, 2 way modular switch, modular switch, suitable M.S. box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 662 Power plug wiring in PVC conduit (2 x 4 Sq.Mm.) :- 663 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class pvc conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 664 Circuit / Sub main wiring in PVC conduit :- 665 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class pvc conduit as required. 666 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire. 667 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire. (DB to switch board) 668 2 x 6 sq.mm. + 1 x 6 sq.mm. Earth wire 669 2 x 10 sq.mm. + 1 x 6 sq.mm. Earth wire 670 4 x 10 sq.mm. + 2 x 6 sq.mm. Earth wire 671 4 x 16 sq.mm. + 2 x 6 sq.mm. Earth wire 672 S/F light plug point Modular type accessories :- 673 Supply and fixing of suitable size GI box with modular plate and cover in front on surface or in recess including providingandfixing 3 pin 5/6 amps modular socket outlet and 5/6 amps. modular switch, connection etc. as required. 674 S/F power plug point modular type accessories :- 675 Supply and fixing of suitable size GI box with modular plate and cover in FRLSont on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps. modular switch, connection etc. as required. 676 S/F modular type electronic fan regulator :- 677 Supply and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 678 2 Module 679 S/F modular type blanking plate :- 680 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 681 1 Or 2 Module (75mmX75mm) 682 3 Module(100mmX75mm) 683 4 Module(125mmX75mm) 684 6 Module(200mmX75mm) 685 8 Module(125mmX125mm) 686 DISTRIBUTION BOARDS & MCBs 687 Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.) 688 12 way (4 + 36), Double Door 689 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 690 8 way , Double door 691 12 way , Double door 692 Supplying and fixing followingway, horizontal type TP&N, sheet steelMCB distribution board,415 V on surface /recess,completewithtinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required (But without MCB / RCCB / Isolators). 693 6 way (4 + 18), Double door 694 8 way (4 + 24), Double door 695 12 way (4 + 36), Double door 696 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 697 SINGLE POLE 698 Single Pole 699 Supplying and fixing following rating, double pole, (single phase and neutral), 240 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 30 mA in the existingMCBDBcomplete with connections, testing andcommissioning etc. as required. 700 2 Pole 40A, 30mA 701 2 Pole 63A, 30mA 702 SH:- II- Fitting & Fixtures 703 SITC of following ratings RECCESS /SURFACE MOUNTED LED ROUND / SQUIRE SHAPE DOWN LIGHT liminiaire with pressure dia cast housingFOR SINGLE PHASE supply voltage luminaire shall be confirm to IS 10322 Part 3 section 2 or IEC 6-7 22 with all necessary accessory item required . 704 Supply and fixing recessed mounting LED light, LED of 1 to 3 Watt each assembled on single MCPCB, having color temp upto 6500K & having 50000 burning hrs. life with minimum @ L 70, system lumen output should be minimum with efficacy>100 lm/Watt.LED driver PF > 0.95, THD < 20% & surge protection 4KV. The colour rendering index of LED light should be more than 70. Housing made of pressure die cast aluminium/CRCA powder coated frame with glare free diffused polycarbonate cover. Submission LM 79- 08/IS16106 (2012), IEC60598, IEC61347i/c connection wire, testing etc. to complete the job. 705 10Watt, color temp 3000-6500k as required. (Wall Light) 706 Supply and fixing recessed mounting LED light, LED of 1 to 3 Watt each assembled on single MCPCB, having color temp upto 6500K & having 50000 burning hrs. life with minimum @ L 70, system lumen output should be minimum with efficacy>100 lm/Watt.LED driver PF > 0.95, THD < 20% & surge protection 4KV. The colour rendering index of LED light should be more than 70. Housing made of pressure die cast aluminium/CRCA powder coated frame with glare free diffused polycarbonate cover. Submission LM 79- 08/IS16106 (2012), IEC60598, IEC61347i/c connection wire, testing etc. to complete the job. 707 12Watt, color temp 3000-6500k as required. (Mirror Light) 708 GST Extra As per Applicable

INR 17700 /-

INR 640000.0 /-

INR 3.20 Crore /-