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| Sl. No. | Item Description |
| 1 | Removing/dismantling the sanitary appliances along with all connections, chiselling the embedded portions, screwing out all inter connections and proper plugging of the inlets and outlets to avoid leakages/water spilling etc. from all the floor level stacking the dismantled materials within 50 mtr. lead and as directed by Engineer-in-charge |
| 2 | Water closet, bowl type/flat back urinals with cisterns. |
| 3 | Mirrors of all sizes without damaging. |
| 4 | Existing GI/CI/PVC etc. pipelines along with all fixtures & resurfacing the surface if required with existing finish etc. complete as directed. |
| 5 | Shower, Bib tap, stop cock without damaging. |
| 6 | Wash basin |
| 7 | Dismantlingplain cement concretemanually / by mechanical meanscarefully without damaging adjacent structures including disposal of debris within 200 m lead as per direction of Engineer-in-charge |
| 8 | Dismantling of RCC works includingCuttingand stacking of steel reinforcement bars and disposal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge |
| 9 | Dismantling brick work in Cement mortar carefully without damaging adjacent structures including stacking of materials and dispoal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge |
| 10 | Dismantling doors, windows and clear storey openings (steel / wood) shutter including chowkhats, architraves, holdfasts etc. complete and stacking within 100 m lead (full windows), Area 3.00 Sq.M and below |
| 11 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 100 m lead For thickness of tiles above 10 mm and up to 25 mm |
| 12 | Dismantling 75 mm Dia to 200 mm diameter of C.I pipesincluding excavation, taking out the pipes manually / by mechanical means, breaking lead caulked joints, melting of lead, making into blocks including stacking of pipes within a lead of 200 m as per direction of Engineer-in-charge |
| 13 | Dismantling old plaster / skirting carefully ,raking out joints and cleaning the surface for plaster includingdisposal of rubbish to the dumping ground within 100 m lead |
| 14 | Lead charges for lead exceeding 2 KM but not exceeding 3 KM, by mechanical transport including loading, unloading, stacking / levelling etc.-Debris Beyond 2 Km but up and including 3 Km.Note: The rateisapplicable for NET Quantities arrived at after making deduction for voids @ 30% from corresponding TRUCK Measurement. |
| 15 | Providing and laying in position cement concrete of 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of nominal size 20 mm) including consolidation, finishing, curing etc. complete as per specification and drawingsbut excluding the cost of Formwork shuttering, centering and steel reinforcement at all Levels.Note : Minimum Cement Content should be as per the latest revision of the relevant IS Code. |
| 16 | Providing and laying in position Reinforced CementConcrete (RCC) of grade M-25 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticiser or super plasticiser) if required, including weigh batching,mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications up to Plinth Level.Note : Minimum Cement Content should be as per the latest revision of the relevant IS Code. |
| 17 | Providing and laying in position Reinforced CementConcrete (RCC) of grade M-25 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticiser or super plasticiser) if required, including weigh batching,mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications in super structureup to20.00 metre height.Note : Minimum Cement Content should be as per the latest revision of the relevant IS Code. |
| 18 | Providing Reinforcement Steel for reinforced cement concrete at all levels including supplying, preparation of bar bending schedules, cutting, bending, transporting, fixing, tieing in position with PVC coatedG.I binding wire, all labour charges, cost of cover blocks in specified grade of concrete etc. complete as per specifications and drawings.Steel supplied by the contractor. Using TMT bars of Fe-500D grade of all sizes .TMT bars to be supplied by the contractor shall conform to IS – 1786(Latest edition) and BARC specificationNote: 1) The contractor shall supply documentary evidence of purchase of steel, Test certificate from approved manufacturers and also testing third party from approved laboratories without any extra cost.2) Binding wire required for the work will have to be supplied by the contractor at their own cost and will not be measured for payment.3) Cover blocks shall be of same grade of concrete. |
| 19 | Providing Structural steel work using angles, channels, joists and other sections, welded and / or bolted in built up sections for trusses , structural steel floors, frame works, monorails and other structures including supplying, cutting, welding, fabricating, hoisting, fixing in position, applying a priming coat of approved steel primer etc. complete all as per specifications, drawings and as directed by the Engineer in charge Up to and including 300 mm Joists, 350 mm channels, and below sections using materials ofapproved manufacturers.(ISI marked) All test reports to be provided along with the supply of the materialsconforming to IS:2062 |
| 20 | Providing Structural steel work in M.S Plain Plates and chequrred Platesfor Embedded Parts, Trench Covers, Connection plates etc.including cutting, hoisting, fixing in position and applying a priming coat of approvedzinc chromate steel primer etc.including cost ofstructural steel Plates, welding all labour charges etc. complete as per drawings and specifications.Using materials ofapproved manufacturers confirming to IS:2062. All test reports to be provided along with the supply of the materials.Notes for Item no 14 & 15 : 1. The contractor shall supply documentary evidence of purchase of steel, Test certificate from approved manufacturers and also third party testing from approved laboratories with out any extra cost. 2. Welding weights, connections, bolts and nuts shall notbe measured for payment but the cost of which shall be deemed to have been included in the rates. 3. Welding Electrodes from approved manufactrers meetinf all the technical specifications (the electrode gives smooth radiographic quality weld with low spatter and smoke) grade only shall be used. 4. Holes to be drilled only by Drilling machines and gas cutting of holes are not permitted.5. Rate inclusive of all consumables like GAS, welding electrodes and tools and tackles etc. |
| 21 | Providing and fixing hand rail using304 grade Stainless Steel pipesof approved size and qualityby welding, mirror / matt polishing, fixing at siteetc. forbalcony railing & staircases railing including special sections as per drawings, specifications. complete as directed by the Engineer-in-charge |
| 22 | Providing, centering, shuttering Form work using steel plates, timber planks for all types of structures including necessary strutting, proping, staging, supports, bracings etc. and deshuttering the same after the specified time all as per drawings, specifications and as directed by the Engineer-in-charge at all levels - For Superstructures |
| 23 | Providing and constructing brickwork in cement mortar1:6 using crushed sand withFlyash/ FlyashLime bricks with minimum 70 kg/ Sq.cm strength of approved size in super structure above plinth up to alllevel including, scaffolding, raking out joints, curing, cleaning complete all as per specifications and drawings. |
| 24 | Providing and constructing Half brick masonry using Flyash/ FlyashLime brickswith minimum 70 kg / Sq.cm strength of approved size in partition walls in C.M 1:4 (using crushed sand) including scaffolding, raking out joints, curing etc. complete and with stiffners of RCC 1:2:4 (105 X 75 mm size) at every 900 mm height including form work curing etc. complete as per specifications but excluding reinforcement in Super Structure up to Floor - II level. (Reinforcement will be paid under relevant item) |
| 25 | Providing 15mm thick plastering using Ready mix internal plastering compound of approved qualityfor internalfaces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning, scaffolding completeall as per specifications and as directed at site by the Engineer-in-charge |
| 26 | Providing and fixingG.I. chicken mesh in the junctions of concrete & brick work / masonry or as directed by the Engineer in charge including cutting, fixing with nails in position before plasteringcomplete all as directed by the Engineer-in-charge. Note: Only area of the chicken mesh used alone will be measured. |
| 27 | Providing and fixing Glazed VITRIFIED floor tiles of approved quality in different sizes conforming to IS 15622 inall colours and shades in Glossy or Matt or satin finishlaid over a bed of minimum20 mm thick bed of cement mortar 1:4 (using Crushed sand) and jointing with grey cement slurry including grouting with the joints withwhite cement based Tile Grout of approved quality and matching shade complete as per patterns, drawings and specifications complete as directed by the Engineer-in-charge |
| 28 | Using Tiles of size 600 X 600 mm |
| 29 | Using Tiles of size above 600x 600mm and up to and including900 x 900mm |
| 30 | Providing and fixing Glazed Vitrified Wall Tiles of size 600x1200 mm of approved shade, and design conforming to IS 15622, in glossy/matt/satin finish, laid over prepared surface using polymer-modified tile adhesive (to be paid separately), including necessary surface cleaning, tile cutting, edge finishing, leveling using tile leveling clips (if required), alignment as per drawing patterns, and grouting of joints with white cement-based tile grout of matching shade, all complete as directed by Engineer-in-charge. The item includes handling, transportation, and carriage of tiles to site, wastage & breakage @ 2.5%, and curing, if applicable. (Tile adhesive and application to be paid under separate item.) |
| 31 | Providing and Laying non toxic, solvent free ,epoxy resin for waterproofing potable/general water retaing structures/sunken portion of tolets and surfaces etc. in two coats ( overcoating time 24hrs ) to achive minimum total protective thickness of 200microns ( theoretical consumption 0.1ltr per Sqm per coat)including preparation of surface to receive the treatment, spreading quartz sand after first coat and curing to obtain full watertightness of the surfaces. Complete as per the manufacturer\"s specification and as directed by the Engineer -in-charge. |
| 32 | Providing and fixing 1st qualityapproved quality - Digital highlighter 300 x 600mm- wall tiles as approved byEngineer-in-charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 (using crushed sand), setting the tiles in cement slurry and pointing the joints withmatching colour Tile grout compound of approved quality of matching shade complete as per drawings, patterns and specifications complete as directed by the Engineer-in-charge |
| 33 | Providing and fixing Minimum 15 mm thick gang saw cut mirror polished (prepolished) machine cut Granite of Telephone Black colour for kitchen platforms, vanitiy counters, Wash basin Counters, Door Frames, window sills, facias and similar locations of required size, colour and texture laid over 20 mm thick base cement mortar 1:4 (using crushed sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, polishing the edges to give high gloss finish etc. complete as directed by the Engineer-in-charge at all levels |
| 34 | Providing & Laying/fixing in position Minimum 15 mm thickDouble side machine polished granite slabs of approved colour & quality including machine/handcut, polishing, buffing the edges all in line, level(Curvature of corners if required) in Cement Mortar 1:3 with workmanship, finishing, curing, complete for urinal partition in black shade as directed by Engineer-In-Charge at site. |
| 35 | Extra for providing edge moulding to minumum 15 mm thick Granite Slab counters, Vanitis etc. including machine polishing to edge to give high gloss finish et. Complete as per design approved by Engineer-in-charge. |
| 36 | Supply of manpower for carrying out various ( C & P ) maintenance works with necessary tools such as chiesel, hammer, wood planner, screw driver, wood saw, tape, screw & pipe wrenchs, plier etc. to attend seasonable departmental work, alloted by Engineer-in-charge on daily basisNote : (C & P) tool kit to be arranged by contractor at his own cost. |
| 37 | Skilled Manpower |
| 38 | Unskilled Manpower |
| 39 | Providing and fixing 25mm thick factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum andminimum screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, minimum modulus of elasticity 850 N/mm2 and resistance to spread of flame of minimum Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In Charge. Note: 1.Thedoor shutter sample shall be submitted for the approval of Project Engineer before procurement.2. Stainless steel butt hinges and necessary S.S screws shall be paid separately. |
| 40 | Providing and fixing flush door shutters |
| 41 | Providing and fixing 35 mm thickflush door shutters conforming to IS : 2202 non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneeringwith internal teak wood lipping 25mm wide and fixing with 4 Nos of 125 mm long Stainless steel Hinges with S.S. wood screws complete. |
| 42 | Extra for providing and fixing flush doors with decorative veneering in one side and commercial plywood finish in other side. |
| 43 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of shutters (over all area of door shutter to be measured) Commercial flush door shutters |
| 44 | Providing and fixing decorative high pressure 1.0 mm thick 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, labour etc. complete as directed the Project Engineer |
| 45 | Providing and fixing anodized aluminium tower bolts of size 200 X 12 mm ISI markedof approved quality, transparent or dyed to requried colour or shade with necessary screws etc. |
| 46 | Providing and fixing brass ( capsule BR) round rod baby latch of size 100 mm x8 to10 mm including screws ISI marked of approved quality, with necessary screws etc.complete as per specifications and as directed by Engineer-in-charge. |
| 47 | Providing and fixing aluminium handles175 mm long Inner grip 125 mm with 12 mm dia rod plate type BOW handles ISI marked of approved quality, anodised transparent or dyed to req. colour or shade with necessary screws etc. complete. |
| 48 | Providing and laying water proofing treatment in sunken portions of WCs, bath rooms etc. by appying cement slurry mixed with water proofing cement compound consisting of applying: (a) 1st layer of slurry of cement @ 0.488 kg / sq.m mixed with water proofing cement compound @ 0.253 kg per sq.m.including injecting cement slurry .This layer will be allowed to air cure for 4 hours. (b) 2nd layer of slurry of cement @ 0.242 kg / sq.m mixed with water proofing cement compound @ 0.126 kg / sq.m. This layer will be allowed to air cure for 4 hours followed with water curing for48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with cement slurry. Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (using river sand) admixed with proprietary water proofing compound conforming to relevant IS and approved by Engineer-in-charge including mixing fibre at the rate of 125 grams per 50 kg of cement in top layer of plaster and finally finishing the surface with trowel with neat cement slury in bottom and all the sides of sunken portion. complete as directed by the Engineer-in-charge. The treatment to be tested for water tightness before filling the sunken areas. |
| 49 | Providing cement based waterproofing treatment to terraces / chajjas /sunken portions including cleaning the concrete surfaces, giving injections to the top slab as required with cement & approved waterproofing compound solution to fill up all inherent holes, voids honey-combs etc. in the concrete slab, setting\"autoclaved aerated light weight block bats\" coba in waterproof mortar 1:4(using river sand) with necessary gradient for easy flow of water, complete as per specifications and as directed by the Engineer-in-charge. |
| 50 | Providing, applying wall painting two coats with flat oil paint of approved brand to give an even shade over acoat of cement primer including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge |
| 51 | STRUCTURAL REPAIRS WORKS WITH PRE-PACKED DUAL SHRINKAGE CONTROLLED (volume stable in wet & hardened state), single-component ready-to-use, structural grade high build, alkali-resistant, fibre reinforced, thixotropic polymer modified repair mortar having excellent bond strength to old damaged concrete structures / surfaces by the following process:1) Removal of loose/spalled or damaged concrete by chipping and cleaning the concrete surface to open up to 20mm behind the reinforcement steel with wire brush and with clean water including removal of dirt, paint, wax, oil, grease, laitance, foreign substances, etc. Mechanically profile and prepare concrete surfaces by abrasive blasting, water jetting or other engineer approved methods. 2) Cleaning the rebars with Acetone for complete rust removal and washing with water to make the surface clean. Ensure that the concrete substrate and ambient temperatures are between (10°C and 35°C) before application. 3) Applying protective coat / bond coat using Styrene Butadiene Rubber (SBR) polymer and cement in the proportion of 1: 1 (1 part of polymer : 1 parts of cement). 4) Mixing full 25 Kg bag with clean potable water in water to product ratio of 0.12 to 0.18), mixed by heavy-duty slow speed (300 to 600 rpm) drill with spiral mixing paddle or forced action pan mixer pan for 3 minutes to achieve uniform lump free mortar consistency. 5) Applying polymer modified mortar with trowel & float.The polymer modified mortar shall have the following properties/technical parameters:(A) Properties / technical parameters of pre-packed Polymer Modified Mortar:i) Compressive strength 1 day: Min. 20 MPa (as per BS:6319 : Part 2) ii) Compressive strength 7 days: Min. 35 MPa (as per BS:6319 : Part 2) iii) Compressive strength 28 days: Min. 45 MPa (as per BS:6319 : Part 2) iv) Flexural strength in 28 days: Min. 7 Mpa (as per BS:6319 : Part 3) v) Tensile strength in 28 days: Min. 2.5 MPa (as per BS:6319 : Part 7) vi) Bond strength: Min. 5 MPa (as per ASTM : C881) vii) Water permeability: less than 1% (as per ASTM : C881) viii) Drying shrinkage in 28 days: less than 1000 microstrain (as per ASTM C 157-93) ix) Potential Alkali Reactivity - : <0.1% Expansion % (ASTM C1260)(B) Properties / technical parameters of SBR polymer bond coat material:i) Meets the requirements of BS 6319 part 2:1983 & ASTM C 190-85 standards ii) Total solids % by mass at 105°C: 38 + 1 iii) pH value: 7.5 to 9.5 iv) Specific gravity at 27.5°C: 1 to 1.05 v) Coverage: 4.2 - 4.5 sq.m/kg per coat.Notes:- (a)Placing and finishing the same with trowel / hand packing carefully compacting the same around the rebars and finishing to bring it in line with existing concrete surface on the beams, slabs, columns, etc. (b) If thickness of repair exceeds 20mm , after every 20 mm thick repair, bond coat as per process no. (3) mentioned above in the BOQ item, to be applied and further thickness of repair to be continued for each layer. (c) The surface preparation & method of application shall be as per manufacturer\"s technical data sheet. (d) The double tubular steel scaffolding will be paid separately in relevant item. (e) Sampling and testing of cube specimen for compressive strength test shall be as per BS 6319 - Part-2.Other tests mentioned above shall be carried out if required as per the direction of the EIC and the cost of which shall be deemed to be included in the quoted rate (f) For each batch of mortar mixed, following records, i.e Quantity of mortar (kg) mixed, Amount of water added to the mix, Location of application and the area covered.(g) Payment will be paid on the basis of actual consumption of PMM & Reinforcement will be paid in the relevant item. (h) Safety Precautions:- Use wear tight-fitting, dust-resistant, chemical splash goggles and dust respirator, if airborne dust is generated, wear protective rubber hand gloves, wear appropriate clothing to prevent any possibility of skin contact. The above item of work is inclusive of all materials, labour, machinery, tools & tackels, consumables, trasportation, loading & unloading, safety PPEs etc. all complete as directed by Engineer-in charge at site using approved pre-packed polymer modified mortar suitable for structural repair works. |
| 52 | Providing SFMC Micro concrete for strengthening of structural membersincluding mixing, pouring, curing as per manufacturer specifications and as directed by the Engineer-in-charge. Using 100% SFMC. |
| 53 | Providing ,Laying , jointing, fixing and testing Heavy quality (C-Class) Galvanised Iron pipes and ISI marked fittings like, tees, elbows, bends, unions, nipples,reducers etc. as required for the work, including testing the pipes and fittings for 10.00 Kg / Sq.Cmhydralic pressurewith a minimum period of two hours duration with clean water, including cutting , threading, jointing with hemp yarn, white lead, jointing Teflon tape, exposed / concealed by chasing walls and making good by filling with concrete 1:3:6, complete all as per specifications and drawings, including two coats of anti corrosive bitumastic paintfor all concealed lines / two coats of synthetic enamel paint for all exposed lines all as directed by the Engineer-in-charge.Pipes with ISI marked \"C\" -Class heavy quality pipes of approved quality. |
| 54 | 15 mm dia G.I pipe |
| 55 | 20 mm dia G.I pipe |
| 56 | 25 mm dia G.I pipe |
| 57 | 32 mm dia G.I pipe |
| 58 | 40 mm dia G.I pipe |
| 59 | 50 mm dia G.I pipe |
| 60 | Providing and fixing C.P brass quarter turn bib cock of heavy qualityas per specifications and as directed by the Engineer-in-charge |
| 61 | 15 mm dia quarter turn bib cock |
| 62 | 15 mm Dia quarter turn LONG BODY bib cock |
| 63 | Providing & fixing in position heavy pattern screw down gun metal gate valve with handles and wheels of approved quality including testing for 10Kg/cm2pressure with clean and potable water with a minimum testing duration of two hours etc.as per specification and as directed by the Engineer-in-charge |
| 64 | 20 mm n.b |
| 65 | 25 mm n.b |
| 66 | 50 mm n.b |
| 67 | Providing and fixing C.P brass concealed stop cock of Heavy Quality as per specifications 15 mm n.b CP brass concealed stop cock of approved quality and as directed by the Engineer-in-charge |
| 68 | Providing and fixing 15 mm CP brass quarter turn angle stop cock of heavy quality , for wash basin inlet / flush cistern etc. as per specifications and as directed by the Engineer-in-charge |
| 69 | Providing and fixing PVC inlet connection pipes heavy quality suitable for hot and cold including CP brass unions and nuts 15 mm dia 450 mm long |
| 70 | Providing and fixing PVC inlet connection pipes heavy quality suitable for hot and cold including CP brass unions and nuts 15 mm dia 600 mm long |
| 71 | Providing and fixing CP brass / copper inlet connection pipes heavy quality suitable for hot and cold including CP brass unions and nuts 15 mm dia 450 mm long |
| 72 | Providing and Fixing CP brass 100 mm dia shower rose with Shower arm of approved type and quality as per specifications and as directed by Engineer-in-charge complete |
| 73 | Providing and fixing 15 mm C.P brass quarter turn 2 in 1 bib cock and Angle cock combination of Heavy Quality as per specifications and as directed by the Engineer-in-charge |
| 74 | Providing and fixing Heavy Quality 15 mm C.P brass quarter turn swan neckpillarcock as per specifications and as directed by the Engineer-in-charge. |
| 75 | Providing and fixing heavy quality health faucetwith 1.50 metres long flexible hose (handshower)with wall brackets and type as per specifications and as directed by the Engineer-in-charge |
| 76 | Painting G.I pipes with 2 coats of synthetic enamal paintof approved colour over a coat of approved Zinc Chromate Primer all as per specifications and as directed by the Engineer-in-charge. |
| 77 | For 20mm Dia G.I pipe |
| 78 | For 50mm Dia G.I pipe |
| 79 | For 80mm Dia G.I pipe |
| 80 | Providing, supplying, fixing in position, under floors or in walls centrifugally cast iron pipes including required specials like bends, tees, \"Y\" collars, cowl etc for soil, waste and ventilation pipes conforming to IS.3989 or Cast iron hubless pipes conforming to IS: 15905 of approved quality including cost of jointing with spun yarn and molten lead / drip seal of specified quantity, caulking the joints, including testing of pipes, painting with primer, fixing at walls with necessary approved type of clamps and brackets complete all as per drawings and specifications and as directed at site. |
| 81 | 75 mm diacentrifugally as per IS:3989 with 0.90 kg lead / joint or compound made of epoxy, polymer, silicone, poly sulphide or Cast iron hubless pipes as per IS : 15905 |
| 82 | 100 mm diacentrifugally as per IS:3989 with 1.00 kg lead / joint or compound made of epoxy, polymer, silicone, poly sulphide or Cast iron hubless pipes as per IS : 15905 |
| 83 | 150 mm diacentrifugally as per IS:3989 with 1.20 kg lead / joint or compound made of epoxy, polymer, silicone, poly sulphide or Cast iron hubless pipes as per IS : 15905 |
| 84 | Providing and fixing cast iron nahani trap / floor trap of 100 mm inlet and 75 mm outlet, jointing with lead with the connection pipes, placing as per the drawings, embedding in cement concrete 1:2: 4 and making circular hole up to floor level using 110 mm O/D PVC pipes of 6 Kg / sq.cm pressure and fixing 1 No 125 mm dia C. P brass grating ,complete all as specifications and drawings and as directed by the Engineer-in-charge |
| 85 | Providing and fixing Indian water closet (Orissa pan) of apperoved quality with 100 mm China ware P or S trap,One no. 10 litre High level or low level white PVC flushing cistern with flush pipe & bendwith manually controlled device (handle lever) conforming to IS:7231, PVC 15 mm Inlet connectionwith all fittings and fixtures complete including all connection, embedding in positioncommissioning, cleaning etc. all as per drawings and specifications and as directed by the Engineer-in-charge. |
| 86 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm |
| 87 | Providing and fixing white vitreous china European type Water Closetwith \"P\" or \"S\" Trapwith solid seat and lid, 10 litre low level white PVC flushing cistern with manually controlled device (handle lever) conforming to IS:7231,flush bend, fixing EWC with C.P brass screws, 15 mm PVC heavy quality inlet connection of 450 mm long, including testing , commissioning & cleaning etc.complete all as per drawings and specifications and as directed by the Engineer-in-charge |
| 88 | E.W.C. pan in White colourwith ISI marked white solid plastic seat and lid. |
| 89 | Providing and fixing white vitreous Chinauniversal pedestal type water closet (Anglo Indiantype W.C. pan) with seat and lid, 10 litre low level white PVC flushing cistern with manually controlled device (handle lever) conforming to IS:7231, flush bend, fixing EWC with C.P brass screws, 15 mm PVC heavy quality inlet connection of 450 mm long, including testing , commissioning & cleaning etc.complete all as per drawings and specifications and as directed by the Engineer-in-charge. |
| 90 | Providing and fixing white vitreous china flat back half stall urinal size 580 x 380 x350 mm / 610 mm with approved quality 32mm C.P flush value with standard flush pipe and C.P. brass spreaders, 32mm urinal waste coupling with dome grating and clamp etc. including making G.I water line connection complete as directed by the Engineer-in-charge (Only G.I. pipes will be paid under relevant Item ). Note : For fixing flush valve 32 mm G.I water line provision to be made which will be paid under relevant Item . |
| 91 | Providing and fixing 15 mm PVC inlet connection suitable for hot and cold water 600 mm long with nuts andwashers complete for wash basins/ Urinals etc. with all necessary acessories completeas directed by the Engineer-in-charge |
| 92 | Providing and fixing 15 mm C.P brass urinal spreader sizewith 1/2\" BSP thread and shapes, weighing not less than 60 gm of approved type. |
| 93 | Providing and fixing Brass 15 mm C.P presstomatic series auto shut urinalflush cock ofapproved quality. |
| 94 | Providing and fixing viterious China wash basin of approved make and colour with C.I. brackets, PVC Inlet connection, 32 mm heavy quality C.P. brass waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls and testing complete all as per specifications and as directed by the Engineer-in-charge.NOTE : The rate of this item excludes providing and fixing of swan neck type tap. providing and fixing of tap item shall be paid in relevant item |
| 95 | White vitreous China counter top / counter below wash basin size 560 x 410 mm / 560 x 450 mm and equivalent sizes as directed by the Engineer-in-charge. |
| 96 | White vitreous China wash basin size 550 x 400 mm/ 550 x 420 mm and equivalent sizes as directed bythe Engineer-in-charge . |
| 97 | Providing and fixingheavy qualityCP brassbottle trap 31 / 32 mm single piece moulded with height of 270mm, effective length of tail pipe 260 mm from the centre of the waste coupling 77 mm breadth with 25 mm minimum water seal,of approved quality for wash basins / urinal etc all as per specifications and directed by the Engineer in charge. |
| 98 | Providing and fixing C.P brass towel rail 600 mm long complete fixed to walls with 30 mm CP brass screws with concealed fitting arrangement all as directed by the Engineer-in-charge. |
| 99 | Providing and fixing 6 mm thick mirrors of size600 x 450 mm of approved quality with bevelled edges complete with 6 mm thickasbestos/fibre sheet back ground fixed to wallswith C.P. brass screws and concealedwashers complete. all as per specifications and as directed by the Engineer-in-charge . |
| 100 | Providing and fixing double tubular scaffolding system using H- frames with cup lock type on the exterior side upto seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre horizontal and vertical tubes joining with cup and lock system with M.S. tubes, M.S. tube challies, M.S clamps and M.S staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with building etc. wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and as approved by the Engineer -in - charge. Note : (1) The elevational area of the scaffolding shall be measured for payment purposes. (2) The payment shall be made once irrespective of duration of scaffolding. |
| 101 | Providing and fixing Chlorinated PVC (CPVC) pipes having thermal stability for hot & cold water supply and drainage including all CPVC Plain & Brass threaded fittings, fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with CPVC Solvent cement & testing the joints complete all as per specifications, drawings and as directed by the Project Engineer. |
| 102 | CPVC pipes 50 mm Dia with suitable PVC solvent cement |
| 103 | Providing and fixing 6 mm thick mirrors with bevelled edges complete with 6 mm thick Plain asbestos sheet back ground fixed to walls with consealed type Mirror C.P. brass screws and concealed washers complete. all as per specifications and as directed by the Engineer-in-Charge. |
| 104 | Providng and fixing Glow in dark boards of size 300*150 mm of various lettersviz. Entry/ Exit/ Fire Exit/ Shaft/ Toilet/ Gents/ Ladies etc.mounted on Acrylic Sheet of approved equivalentincluding fixing with necessaryG I Chain /SS screws at various places etc complete as directed by the Engineer -In-Charge |
| 105 | Providing and fixing anodized aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections / Z sections and other sections of approved quality conforming to IS 733 and IS 1285 fixed with rawl plugs and screws or with fixing clips or with expansion hold fastners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC / neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically whereever required including cleat angle, aluminium snap beading for glazing / panelling, C.P brass / stainless screws all complete as per drawings and and directions of Engineer-in-charge including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required filling the gaps using silicon grout sealent etc. (fittings glazing and panelling shall be paid for separately) |
| 106 | Anodised Aluminium sections (Minimum anodizing thickness of 15 micron) |
| 107 | Extra for colour anodizing over Item No. 71.01 |
| 108 | Core cutting in RCC beyond 150 mmup to and including 200 mm Dia |
| 109 | Providing and fixing glazing in aluminium doors, window, ventilator shutters and partitions etc with PVC / Neoprene gasket etc. complete as per the architectural drawings and directions of the Engineer-in-charge (Cost of snap beading shall be paid in basic item) |
| 110 | With frostedglass panes of 5.00 mm thickness |
| 111 | Providing and fixing approved Model and colour vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings extra over wash basin suitable to the size of wash basins with nessarary brass CP screws complete as directed by the Engineer-in-charge |
| 112 | Providing and Painting twocoats of synthetic enamel paint on steel surfaces of approved brand and manufacturer to give an even shade over aprimer coat.including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge |
| 113 | Providing and paintingTWO coats of synthetic enamel paint on new wooden surfaces of approved brand and manufacturer of required colour to give an even shade over an under coat of suitable shadeprimerof approved brand and manufacturer including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge |
| 114 | Supply of Stainless Steel 4-Pin Wall Hooks for hanging Cloth and Towel Hangers for Wall Hooks ofsize 21x4x3.5 cm and as directed by Engineer-In-Charge |
| 115 | Providing and fixing PVC Integral Foam sheet of white/off white colour of 8 mm thick in panelling, masking, fixed in aluminium doors, windows, shutters and partition frames with stainless steel screws etc. complete as per drawings and as directions of Engineer-in-charge. Note : 1. PVC integral foam sheet fullfil Technical Parameters such as Density ranging 0.45 to 0.60 g/cc, Hardness greater than or equal to 55 in \"D\" shore, Tensile strength greater than or equal to 11 Mpa, Elongation at break greater than or equal to 10%, Charpy impact strength greater than or equal to 10 Mpa, Vicat softening Temperature greater than or equal to 75 Degree Centigrade, Water absorption Less than or equal to 1% and Flammability as per UL94 is V0 Rating 2. Aluminium framework shall be paid under the relevent item of this schedule. |
| 116 | Providing and injecting approved non shrink cementitous grout in proportion recommended by manufacturer into cracks/ holes/ gaps/ honey-comb area of concrete/masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in-Charge. Note : The measurement will be made on the basis of actual weight of approved grout powder utilized for grouting. |
| 117 | Manufacture, supply and installation of louvers made of 4 mm thick aluminium composite panels ofapproved quality in the external vertical face and flush with the facade system for inlet of fresh air as per the design / details including all necessary aluminium (with minimum 25 micron thick anodisation) frames, sub frames, peripheral flashings to avoid any ingress of water inside the building with stainless steel bird wire mesh on the inside etc. complete as per details in approved shop drawing and specifications |
| 118 | Providing 40 x 5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix (1 cement : 3 crushed sand : 6 graded stone aggregate 20 mm nominal size) complete as directed by the Engineer-in-charge |
| 119 | Providing , centering ,shuttering Form work using PVC film faced plywood to get a neat form finish surface for all types of structures including necessary strutting, proping, staging, supports etc and deshuttering the same after the specified time all as per drawings, specifications and as directed by the Engineer-in-charge at all levels |
| 120 | For Sub Structure |
| 121 | For Super Structure |
| 122 | Providing and fixing IS:12817 marked stainless steel butt hinges of size 125x64x2.5mm (heavy weight) of approved quality with suitable stainless steel screws etc. complete as directed by the Engineer-In-Charge |
| 123 | Providing and applying High polymer modified,grey cement-based tile adhesive suitable for fixing tile/stone in interior walls/floor and exterior floor situations upto 6mm bed thickness (can be extended up to 12 mm in area of limited extent). The set adhesive is water-resistant and is suitable for use in showers and totally immersed situations such as swimming pools. It conforms to IS 15477: 2019 Type 2T and EN 12004: 2017 (C2T/C1T) standards completed as directed by the Engineer-in-charge. |
| 124 | Providing and fixing 6 mm thick Marine Plywood (conforming to IS:710) over the existing framework, securely fixed with approved screws, hardware, and adhesive at maximum spacing of 600 mm both vertically and horizontally, ensuring a firm and even surface. The work shall be finished with neatly aligned visible grooves at joints, complete in all respects as per drawings, specifications, and directions of the Engineer-in-Charge. Measurement shall be taken in square meters of the front elevation only, with no allowance for wastage. |
| 125 | Supply& installation of hingeable open cell ceiling for toilet area with cell size of 100x100mm made out Aluminium 0.4mm thick . The assembled cell ceiling panels shall be in size of 600x1200 made out of blades in 9mm (W) x 40mm (H). The assembled cell ceiling panels are then clipped into 32x36x32mm carriers in GMS, coated in black enameled finished at 1200mm c.c. . Once the carriers are installed then primary perforated L- angles30x30x1.2mm made out of GMS are cross connected to the carriers at 1200mm c.c, for lateral bracing. The whole celling shall be suspended by M6 threaded rods installed 1200mm c.c. All panel modules must be hingeable through wire clips, Rate to include all kinds of profiles, coves, verticals, bands, curves ,jointing & taping etc. as per drawing including providing cut outs, frame work &light fixtures, Speakers, Camera, Smoke detector, trap doors A/C grills, diffuser, sprinklers support etc. including all fixed with necessary fittings& accessories, complete including all lead, lift and heights. all complete as per drawings & specifications & to the complete satisfaction of the Engineer. |
| 126 | Fixing of Nozzles:Fixing of non-return Stainless Steel valve injection packers/ nozzles of length 100 mm and diameter 13mm to 19mm at dripping leakage locations and damp patch locations @ 300 mm c/c or 150 mm c/c in case of heavy dripping using suitable drill up to the depth of 100mm or generally half of the thickness of substrate and sealing the nozzles with polyester resin anchor grout or using rapid setting quick setting cementitious polymer modified compound. Note: Drilling depth and nozzles selection to be decided based on actual site condition.Work to be executed using specialized equipment, grouting pumps, and sealing compounds as per standard practice and site requirements, as per manufacturer\"s specification etc. Completed as directed by Engineer-In-Charge at site. |
| 127 | Providing and grouting with two component Polyurethane based non- foam injection grout mixed at ratio of 2:1 (2 parts of Base: 1 part Hardener) which will injected through same nozzle which gives Adhesion strength >2.5 MPa, Adhesion in wet concrete >1.5MPa, Elongation >80%.Item includes rates for sealing cracks and nozzle removal. Work to be executed using specialized equipment, grouting pumps, and sealing compounds as per standard practice and site requirements, as per manufacturer\"s specification etc. Completed as directed by Engineer-In-Charge at site. |
| 128 | Providing and fixing decorative high pressure 1.5 mm thick 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, labour etc. complete as directed |
| 129 | Providing and Fixing minimum 30 mm thick both side polished cuddapah slab/local approved stone for platform vertical supports including chasing the walls , making alright, complete as per drawings & as directed at site by the Engineer-in-charge. |
| 130 | Providing and fixing Vertical type, wall mounted, heavy duty stainless steel liquid Soap dispenser (500 ml) of approved quality and as directed at site by the Engineer-in-charge. |
| 131 | Providing and applying high-performance, grey cement-based adhesive for fixing vitrified tiles, industrial-grade tiles, and natural stones on walls and floors in interior and exterior areas. The adhesive offers high strength, slip resistance, and extended open time, ensuring strong bonding with a water-resistant finish, making it suitable for wet areas like swimming pools and water bodies.The adhesive is designed for a 6mm bed thickness, extendable up to 12mm in limited areas. It conforms to IS 15477: 2019 Type 4TS1 and EN 12004: 2017 (C2TES1) standards completed as directed by the Engineer-in-charge. |
| 132 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door frames ( Frame size 50 x 100 mm) comprising of virgin PVC polymer of K value 58-60 (Suspension Grade),calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applyingPVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, minimum screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, minimum modulus of elasticity 900 N/mm2 and resistance to spread of flame of minimum Class A category with property of being termite/ borer proof, water/ moisture proof and fire retardant and fixed in position with SS dash fasteners of required diameter and length complete as per direction of Engineer-In- Charge. Note : 1. The quoted rate shall include the cost of PVC solvent cement, SS dash fasteners and necessary SS screws and no extra payment on this account shall be made. 2. The door frame sample shall be submitted for the approval of Project Engineer before procurement. 3. For WPC solid door frames, minus 5mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. |
| 133 | Providing and fixing full body glazed vitrified floor tiles of conforming to IS 15622, in all colours and shades in Glossy/Matte/Satin finish, of size 800 × 2400 mm, laid in approved patterns as per drawings and specifications, jointed with grey cement slurry and grouted with white cement-based grout of approved quality and matching shade, complete with necessary tools, wedges, leveling system, clips, notched trowel, rubber mallet, and accessories, all as directed by the Engineer-in-Charge. The tiles shall be fixed over a prepared screed concrete surface using high-performance cement-based tile adhesive, which shall be measured and paid for separately under a distinct item. |
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