Tender For Construction Of Type-3 & Type-4 Pooled House Residence Back Side Of D.M. Residence At Vill.-Shadipur Bujurg In Distt.-Fatehpur
Tender Value
8.80 Crore
Estimated cost
Bid Submission
16 Jul 2026
12 days left
EMD
17.60 Lakhs
Bank guarantee accepted
Document Fee
2714
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Fatehpur → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Type-3 & Type-4 Pooled House Residence Back Side Of D.M. Residence At Vill.-Shadipur Bujurg In Distt.-Fatehpur
BOQ
| Sl. No. | Item Description |
| 1 | FOUNDATION & SUB-STRUCTURE etc :- |
| 2 | Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches. |
| 3 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 4 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. |
| 5 | 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 6 | Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313(PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (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. |
| 7 | Providing and laying in position ready mixed or sitebatched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement..All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum R.C.C. work in foundation |
| 8 | Providing and laying in position ready mixed or sitebatched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement..All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 9 | M-150 brick work in 1:6 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. |
| 10 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). |
| 11 | Painting on DPC or over roof slab one coat of air blown bitumen 60/70 or 80/100 grade @ one Kg/Sqm including cost of fuel wood other materials, labour T & P etc required for proper completion of work. |
| 12 | Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry with 150 mm to 300 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). |
| 13 | Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry 100 mm/ 125 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand ). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work. |
| 14 | Supply & fixing of flush doors commercial quality conforming to I.S. 2202 Part 1 (1983) including fixing and adjustment of hinges bolts locks handles springs fitting with necessary screws to be supplied departmentally. (a) 35mm thick |
| 15 | (a) Single leaf |
| 16 | (b) Extra for double leaf doors |
| 17 | (c) Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) |
| 18 | Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : 35 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size Kiln seasoned and chemically treated hollock wood. |
| 19 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 20 | Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides |
| 21 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with 5.5 mm thick glass panes |
| 22 | TMT Fe-500 iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. |
| 23 | 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand) |
| 24 | 12 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 fine sand. |
| 25 | 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement : 6 fine sand |
| 26 | Making drip Coarse in sunshade & Parapet. |
| 27 | 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived fromnatural sources : 4 graded stone aggregate 20 mm nominalsize derived from natural sources) |
| 28 | Cost of Trimixing of floor |
| 29 | Providing and laying Vitrified tiles in floor in different sizes (thickness to bespecified by the manufacturer) with water absorption less than 0.08% andconforming to 1S:15622, of approved brand & manufacturer, in all coloursand shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting thejoints with white cement and matching pigments etc. The tiles must be cutwith the zero chipping diamond cutter only . Laying of tiles will be donewith the notch trowel, plier, wedge, clips of required thickness, levelingsystem and rubber mallet for placing the tiles gently and easily. Size of Tile 600 x 1200 mm |
| 30 | Supply and fixing 6mm thick china white glazed tiles in flooring or in skirting or dado laid with 1:3 cement and approved coarse sand mortar finished with white cement slurry jointing and polishing complete including supply of all materials, labour and tool sand plants etc. |
| 31 | Supply and fixing of Kota Stone in flooring 25mm thick and joint filled 1:2 cement and coarse sand with approved colouring materials to be given an even shade with 12mm base coat (bedding) of 1:2 cement & coarse sand mortar and polished by hand or machine and finally finished with french manson polish or other approved polish including supply of all materials, labour, tools & plants etc required for proper completion of the work. 25mm thick |
| 32 | 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. Granite stone slab of colour black, Cherry/Ruby red Area of slab over 0.50 sqm |
| 33 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/ Chowkhat 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 applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately). Frame size 45 x 70 mm |
| 34 | Providing and fixing 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 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of 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: stainless steel butt hinges and necessary S.S screws shall be paid separately) 35 mm thick |
| 35 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade. New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). |
| 36 | Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints 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 ofall materials. (For Internal wall surface) |
| 37 | 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. |
| 38 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 39 | Providing and fixing of 100-150 mm door stoper Make : Straits/Astro/Root or eq |
| 40 | Providing and fixing of Door cilencer Make : Straits/Flyrail/Astro or eq. |
| 41 | Providing & fixing Steel rod aluminium body Satin Finish ISI marked with nuts and screws etc complete. (a) 250mm x 16mm . |
| 42 | (a) 250 x 10mm (1 for flush door & 1 for toilet door & 1 for jali door) |
| 43 | (a) 600 x 10mm (1 For Flush doors & 1 for Jali door) |
| 44 | Providing and fixing Brass handles with screws etc. complete |
| 45 | (a) For Door 125 mm |
| 46 | (b) For Cupboard 300 MM Long |
| 47 | Providing & fixing of Pelmet arm type door closers |
| 48 | 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. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. |
| 49 | Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50 mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage |
| 50 | For vertical surface two coats @ 0.70 kg per sqm per coat |
| 51 | For horizontal surface one coat @1.10 kg per sqm. |
| 52 | Providing and fixing factory made Kitchen Cabinet Shutter/Partition 20 mm nominal thickness of approved shade, quality and make, made from rigid foam sheets (Single extruded) having density 600 Kg/cumand laminated on both side by laminate Sheet/PVC foil lamination. Theexposed edges shall be sealed with PVC edge beading of same shade and colour. The shutter shall be fire retardent having necessary screwholding capacity. Shutter shall be fixed to frame using approved hinges with necessary stainless steel screws, all complete as per direction ofEngineer-in-charge |
| 53 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 54 | (a) Foundations, footings, bases of columns, etc. for mass concrete. |
| 55 | (b) Columns,Pillars, Piers, Abutments, Posts and Struts. |
| 56 | © Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 57 | (d) Suspended floors, roofs, landings, balconies and access platform. |
| 58 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 59 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 60 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 61 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand) |
| 62 | 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) |
| 63 | 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand) |
| 64 | 25mm thick 1:2:4 plain cement concrete floor (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement. (Rate- 614.20/40*25=383.88 Sqm.) |
| 65 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. All kinds of soil. |
| 66 | 12 mm cement plaster in single coat on rough side of single or half brick wall finished with a floating coat of neat cement. (1) 1 cement : 3 Coarse sand |
| 67 | Providing and fixing soil, waste and vent pipes : 75mm diameter : Centrifugally cast (spun) iron socketed pipe as per IS: 3989. |
| 68 | Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design:(With 20x20mm square bar) |
| 69 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality |
| 70 | HD-20-Circular shape 560mm internal diameter |
| 71 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks M-150 |
| 72 | Plumbing & Sanitary work |
| 73 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid |
| 74 | Providing and fixing wash basin with C.I.brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls where required : White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps |
| 75 | Providing and fixing Salem Stainless Steel A ISI 304 (18/8) kitchen sink as per IS: 13983 with CI brackets and stainless steel waste with plug 40mm including painting of fittings and brackets, cutting and making good the walls wherever required. Kitchen sink with drain board 510x1040 mm bowl depth 200 mm |
| 76 | Providing & fixing PVC waste pipe for sink oncluding PVC waste fitting Complete - Flexible Pipe 40mm Dia |
| 77 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape 453x357 mm |
| 78 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. |
| 79 | Providing and fixing toilet paper holder : C.P. brass |
| 80 | Providing and fixing soil, waste, vent pipes Centrifugally cast (spun) iron S&S pipe 100mm dia cast (spun) iron S&S pipe |
| 81 | Providing and fixing MS holder bat clamps of approved design to cast iron (spun) pipe embedded in and Including cement concrete blocks 10 x10 x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc. For 100mm dia. Pipe |
| 82 | Providing and fixing heel rest sanitary bend, in 100mm Centrifugally cast (spun) iron pipe S&S |
| 83 | Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 100X100X100mm Sand cast iron S&S as per IS : 3989 |
| 84 | Providing and fixing PLAIN JUNCTION of required degree 100X100X100mm Sand cast iron S&S as per IS : 3989 |
| 85 | Providing and fixing terminal guard: 100mm Sand cast iron S&S as per IS - 3989 |
| 86 | Providing and fixing collar. 100mm Sand cast iron S&S as per IS - 3989 |
| 87 | Providing and lead caulked joint 100 Dia |
| 88 | Providing and fixing cast iron trap of self cleansing design with cast iron screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors. 100 mm inlet and 100 mm outlet,Sand cast iron S&S as per IS: 3989 |
| 89 | Painting sand cast iron / centrifugally cast iron( spun) iron soil, waste and vent pipes and fittings with paint of any colour such as chocolate, grey or buff etc. over a coat of primer (of approval quality) for new work 100mm dia |
| 90 | Providing and fixing PTMT Bottle Trap for Wash basin and sink. Bottle trap 31 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms. |
| 91 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour weighing not less than 105 gms. |
| 92 | Providing and fixing PTMT towel rail complete with brackets fixed wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms |
| 93 | Providing and fixing of Health faucet including materilal, labour, T & P etc. complete. Cat No. Jaquar ALE-583 |
| 94 | 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 |
| 95 | 20 mm dia nominal bore |
| 96 | 25 mm dia nominal bore |
| 97 | 32 mm dia nominal bore |
| 98 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. |
| 99 | 15 mm dia nominal bore |
| 100 | 20 mm dia nominal bore |
| 101 | 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 |
| 102 | 40 mm dia, nominal bore |
| 103 | 50 mm dia, nominal bore |
| 104 | 80 mm dia, nominal bore |
| 105 | Providing and fixing of gun metal gate valve with CI wheel of approved quality (screwed ends) |
| 106 | 25mm dia, nominal bore |
| 107 | 40 mm dia, nominal bore |
| 108 | 50 mm dia, nominal bore |
| 109 | Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length 15 mm nominal bore |
| 110 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet 100 mm diameter |
| 111 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15mm nominal bore |
| 112 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS 8931 a) 15 mm nominal bore. |
| 113 | Providing and fixing PTMT grating of approved quality and colour Circular type 100 mm nominal dia |
| 114 | Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m : Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. |
| 115 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round R.C.C. pipes including bed concrete as per standard design : |
| 116 | 150 mm diameter R.C.C. pipe |
| 117 | 250 mm diameter R.C.C. pipe |
| 118 | Providing and fixing square-mouth S.W. gully trap grade 'A'’ complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 100x100 mm size P type With F.P.S. Bricks class designation 75 |
| 119 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 120 | 150 mm dia rcc pipe |
| 121 | 250 mm dia rcc pipe |
| 122 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With F.P.S. bricks with class designation 150 |
| 123 | Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : With F.P.S. bricks class designation 150 |
| 124 | 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 1 0 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter |
| 125 | Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I. rain water pipes embedded in and including cement concrete blocks 10x1010 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and cost of cutting holes and making good the walls etc. : 100 mm diameter |
| 126 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 1 0 mm gap for thermal expansion. |
| 127 | 110 mm bend |
| 128 | 110 mm Shoe |
| 129 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-incharge, upto 90 metre depth below ground level. Drilling of 300mm dia bore hole. |
| 130 | 350mm dia bore hole. |
| 131 | 400mm dia bore hole. |
| 132 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia |
| 133 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 134 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 135 | Supplying, filling, spreading & leveling coarase sand of size range 1.5 mm to 2mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 136 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/medium/coarse, in required grading & size as per actual requirement, all complete as per direction of Engineer-in-charge. |
| 137 | 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 coarse 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 class-m-150 bricks |
| 138 | Excavating trenches in all kinds of soil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. up to 1.50 m depth. Pipes 80 mm to 300 mm diameter |
| 139 | Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. 150mm diameter |
| 140 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge. 150m mm nominal size dia |
| 141 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge. 200m mm nominal size dia |
| 142 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by \\"V\\" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. |
| 143 | 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 bore well of: 150 mm dia |
| 144 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tube well as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 150 mm dia |
| 145 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tube well as per IS:2800 (part I). 150 mm dia |
| 146 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 80 mm dia nominal bore |
| 147 | Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 10 x 4 sq. mm |
| 148 | Supply of Submersibule pump with control panel, support wire etc. complete 7.5 H.P. (KSB / EQ.) |
| 149 | Supply and fixing of fire extinguisher, ABC Type (ISI Marked IS : 15683 & TAC approved) complete with initial charge and wall bracket,along with supply of all materials and labour for proper completion of work. 4.0 kg. capacity |
| 150 | Supply and fixing of C02 type fire extinguisher (ISI Marked IS : 2878 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 4.5 kg. capacity |
| 151 | Supplying and installing at approved location approved make fire buckets of 24 gauge galvanized steel sheet, standard of round bottom shape, painted white inside and red outside and black on the bottom, inscribed with letter \\"FIRE\\" in black and gold. Cost shall be inclusive of providing MS stand duly painted over a coat of primer (one stand shall be suitable for hanging 5 buckets). |
| 152 | Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 |
| 153 | Construction of granular sub-base by providing Well graded Material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 |
| 154 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MORD Specification Clause 405. |
| 155 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MORD Specification Clause 405. |
| 156 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. as per MORD Specification Clause 502. |
| 157 | Providing and applying tack coat with Bitumen (VG-10) using bitumen distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MORD Specification Clause 503. |
| 158 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type C as per MORD Specification Clause 508. |
| 159 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C,as per MORD Specification Clause 510 |
| 160 | Brick edging on both side of the road of brick class M-150, 8cm wide and 12cm deep laid with mud mortar including labour & supply of brick finished to required template and in proper alignment and also including dressing & ramming the excavated earth as directed by engineer incharge of the work including material labour & T&P etc for proper completion of work as per S.I. No. 765 |
| 161 | Providing and laying 80 mm thick factory made cement concrete interlocking paver block of made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. |
| 162 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. DSR No.-2.31 (2023) |
| 163 | Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment).DSR No.-2.2 |
| 164 | Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) .DSR No.-2.4.1 |
| 165 | Grassing with selection No. 1 Doob grass including watering andmaintenance of the lawn for 30 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 good earth shall be paid for separately). DSR No-2.10.1(2025) |
| 166 | Providing, stacking and Displaying Acalypha Different colour well developed, fresh & healthy with good foliage, multi branch 30 cm to 45cm ht. plant in 20 cm size of Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. DSR No.-5.1 |
| 167 | Providing, stacking and Displaying Adenium Obesum grafted well developed with fresh & healthy 30 cm to 60 cm ht. plant in 25 cm sizeEarthen Pot/ Plastic Pot and as per direction of the officer-in-charge.DSR No.-5.5 |
| 168 | INTERNAL & EXTERNAL ELECTRIFICATION |
| 169 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box an earthingthepointwith1.5sq.mmFRLS/HFFR PVC insulated copper conductor single core cable etc. as required. |
| 170 | (a) Group B. DSR No. 1.10.2 |
| 171 | (a) Group C. DSR No. 1.10.3 |
| 172 | Wiring for twin control light point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor singlecore cable etc. as required.C. DSR No. 1.11 |
| 173 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/recessed medium class PVC conduit as required. |
| 174 | (a) 2 X2.5 sq. mm + 1X2.5 sq. mm earth wire. DSR No. 1.14.2 |
| 175 | (b) 2 X 4 sq. mm + 1 X 4 sq. mm earth wire. DSR No. 1.14.3 |
| 176 | (c) 2 X 6 sq. mm + 1 X 6 sq. mm earth wire. DSR No. 1.14.4 |
| 177 | (d) 2 X 10 sq. mm + 2X6 sq. mm earth wire. DSR No. 1.14.10 |
| 178 | (e) 4 X 16 sq. mm + 2 X 6 sq. mm earth wire. DSR No. 1.14.11 |
| 179 | Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. |
| 180 | (a) 2 Pair. DSR No. 1.18.2 |
| 181 | Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. DSR No. 1.19 |
| 182 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. |
| 183 | (a) 20 mm. DSR No. 1.21.1 |
| 184 | (b) 32 mm. DSR No. 1.21.3 |
| 185 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. |
| 186 | (a) 5/6 A switch. DSR No. 1.24.1 |
| 187 | (b) 15/16 A switch. DSR No. 1.24.3 |
| 188 | (c) 3 pin 5/6 A socket outlet. DSR No. 1.24.4 |
| 189 | (d) 6 pin 15/16 A socket outlet. DSR No. 1.24.5 |
| 190 | (e) Telephone socket outlet. DSR No. 1.24.6 |
| 191 | (f) TV antenna socket outlet. DSR No. 1.24.7 |
| 192 | (g) Bell push. DSR No. 1.24.8 |
| 193 | Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. DSR No. 1.25 |
| 194 | Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. DSR No. 1.26 |
| 195 | Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc. as required. |
| 196 | (a) 1 or 2 Module (75mmX75mm). DSR No. 1.27.1 |
| 197 | (b) 3 Module (100mmX75mm). DSR No. 1.27.2 |
| 198 | (c) 6 Module (200mmX75mm). DSR No. 1.27.4 |
| 199 | (d) 8 Module (125mmX125mm). DSR No. 1.27.5 |
| 200 | (e) 12 Module (200mmX150mm). DSR No. 1.27.6 |
| 201 | Installation, Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto twoGLS/ CFL/ LED lamps per fitting, complete with all accessories including connections etc. as required. DSR No. 1.35 |
| 202 | Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required. DSR No. 1.38 |
| 203 | Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. |
| 204 | (a) Up to 450 mm sweep. DSR No. 1.50.1 |
| 205 | Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes. DSR No. 1.51 |
| 206 | Supplying & fixing suitable size Gl box with modular plate and cover in fronton surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, \\"C\\" curve including connections, painting etc. as required. DSR No. 1.57 |
| 207 | Supplying and fixing PVC batten/ angle holder including connections etc. as required. DSR No. 1.58 |
| 208 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/lsolator) |
| 209 | (a) 4 way (4 + 12), Double door. DSR No. 2.4.1 |
| 210 | (b) 8 way (4 + 24), Double door. DSR No. 2.4.3 |
| 211 | Supplying and fixing following way, horizontal type 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) |
| 212 | (a) 8 way Double door. DSR No. 2.3.2 |
| 213 | (b) 12 way Double door. DSR No. 2.3.3 |
| 214 | Supplying and fixing Cable End Box (Loose wire box)(IP 43) suitable for following triple pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with testing and commissioning etc. as required. |
| 215 | (a) For 8 way, Double door TPN MCBDB. DSR No. 2.24.3 |
| 216 | Supplying and fixing Cable End Box (Loose wire box)(IP 43) suitable for following Single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with testing and commissioning etc. as required. |
| 217 | (a) For 8 way, Double door TPN MCBDB. DSR No. 2.23.2 |
| 218 | (b) For 12 way, Double door TPN MCBDB. DSR No. 2.23.4 |
| 219 | 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. |
| 220 | (a) Single pole. DSR No. 2.10.1 |
| 221 | (b) 63 A. DSR No. 2.15.3 |
| 222 | Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. DSR No. 2.21 |
| 223 | Earthing with G.l. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. DSR No. 5.4 |
| 224 | Supplying and laying 6 SWG G.l. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with Gl thimble etc. as required. DSR No. 5.7 |
| 225 | Supplying and laying 25 mm X 5 mm G.l. strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.l. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.l. nut bolt & spring washer spaced at 50mm) DSR No. 5.9 |
| 226 | Providing and fixing 25 mm X 5 mm G.l. strip on surface or in recess for connections etc. as required. DSR No. 5.15 |
| 227 | Providing and fixing 6 SWG dia G.l. wire on surface or in recess for loop earthing as required. DSR No. 5.16 |
| 228 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. |
| 229 | (a) 3-1/2X 25 sq.mm. DSR No. 11.1.20 |
| 230 | (b) 3-1/2 X 185 sq. mm. DSR No. 11.1.27 |
| 231 | (b) 3-1/2 X 300 sq. mm. DSR No. 11.1.30 |
| 232 | Providing and fixing Of circular /Hexagonal Cast Iron or M.S.Sheet box for Ceiling Fan clamp of internal dia 140 mm 73 mm hight top lid 15 mm thick M.S.Sheet withs its top surface hacked for properbooling top lid shall be screwed into the cast iron /m.s sheet box by means of 3.3 mm dia ROUND HEADED SCREWED ONE LOCK at comer required. DSR No. 10.18 |
| 233 | LED Down lighter (SMD Type) (System lumen efficacy ≥120 <135 lm/Watt ) Supplying, installation, Testing & Commissioning of LED Recessed/surface Down lighter (Round/ square/ ectangular) SMD type of following body material with PMMA and prismatic diffuser and construction as per IS : 10322 with driver as per the requirement with Driver efficiency >85% Operating voltage AC 140-270 Volt, frequency 50/60 hz, Operating temp range -5 0C to 40 0C centigrade, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10%, P. F.≥0.95, IP20, CRI >80, UGR (Unified Glare Rating) <19, Flicker free (flicker should be below 5 %), life time (LED, Driver & electrical circuitry), life time of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), DCM (Standard Deviation Color Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard. anufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing Complete in all respect i/c external connections with 1.5 sq mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥120 <135 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted.. Shape size and CCT shall be as approved by Engineer-in- Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). Powder coated die cast /Extruded aluminium Body including trim . |
| 234 | (a) 18 watt. DSR No. 8.2.4 |
| 235 | (b) 12-15 watt. DSR No. 8.2.3 |
| 236 | LED Down lighter (SMD Type) (System lumen efficacy ≥120 <135 lm/Watt ) Supplying, installation, Testing & Commissioning of LED Recessed/surface Down lighter (Round/ square/ ectangular) SMD type of following body material with PMMA and prismatic diffuser and construction as per IS : 10322 with driver as per the requirement with Driver efficiency >85% Operating voltage AC 140-270 Volt, frequency 50/60 hz, Operating temp range -5 0C to 40 0C centigrade, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10%, P. F.≥0.95, IP20, CRI >80, UGR (Unified Glare Rating) <19, Flicker free (flicker should be below 5 %), life time (LED, Driver & electrical circuitry), life time of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), DCM (Standard Deviation Color Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard. anufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing Complete in all respect i/c external connections with 1.5 sq mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥120 <135 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted.. Shape size and CCT shall be as approved by Engineer-in- Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). Powder coated die cast /Extruded aluminium Body including trim . |
| 237 | (a) 18- 22 watt. DSR No. 8.10.1 |
| 238 | Supplying, Installation, Testing & Commissioning of Flood Light, powder coated pressure die cast aluminium body with built in or separate driver as per the requirement with Driver efficiency >85%, Input voltage: Input voltage:140-270 Volt C,frequency 50/60hz,Operating temp range-50Cto 500C, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%,THD < 10% as per IEC 61000-3-2, P. F.≥0.95, IP-66,IK-10, CRI >70, under voltage and over voltage protection, EMI-EMC as per CISPR-15, lenses for beam angle 30 deg-120deg as per the application and the project requirement, suitable tilt able fitting, life time (LED, Driver & electrical circuitry) of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI ),SDCM(Standard Deviation Colour Matching) <5, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard complete in all respect i/c external connections with 1.5 sq.mm FRLS/ HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥120 and <135 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted.. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). |
| 239 | (a) 150 watt. DSR No. 8.16.4 |
| 240 | Supply, Installation, Testing and Commissioning of ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. metal(Aluminium alloy) blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, steel/Al body.Power Factor not less than 0.9, Service Value (CM/M/W) minimum as below, 350 RPM (tolerance asper IS : 374-2019), THD (Total Harmonic Distortion)less than 10%, remote (preferably mobile app based)for speed control and all remaining accessories safety pin, nut bolts, washers, temperaturerise=75 0C (max.), insulation resistance more than2mega ohm, suitable for 230 V, 50 Hz, single phase ACsupply Ceiling Fan compliant to IS 374:2019 fan i/cexternal connections with 1.5 sq.mm FRLS/HFFR,PVC insulated copper conductor single core cableand earthing etc. as required. |
| 241 | (a) 1200mm, service value ≥ 6.0 CM/Min/Watt, air delivery 210 CM/Min (Minimum). DSR No. 9.1.3 |
| 242 | (b) 1400 mm, service value ≥ 6.0 CM/Min/Watt, air delivery 245 CM/Min (Minimum). DSR No. 9.1.4 |
| 243 | Supply and fixing of 40 Amp.SP MCB Havells Make. A/R |
| 244 | Supply and fixing of 63 Amp.SP MCB Havells Make. A/R |
| 245 | Supply and fixing of 40 Amp.DP MCB Havells Make. A/R |
| 246 | Supply and fixing of 63 Amp.DP MCB Havells Make. A/R |
| 247 | Supply and fixing of 63 Amp.FP MCB Havells Make. A/R |
| 248 | S/F of 63 Amp.4 Pole MCB With Enclosure Comlete Havells Make. A/R |
| 249 | Supply and fixing of 200 Amp.4 Ways Bush bar Chamber Havells Make. A/R |
| 250 | Supply of LED Gate Light. Make: Philips or Equivalent in approved make. A/R |
| 251 | Supply and fixing of LED Bulb 10 Watt Havells Make. A/R |
| 252 | Supply and fixing of LED Mirror Lght Havells Make. A/R |
| 253 | Supply and fixing of water tight oblong 10watt LED bulk head luminaire heaving pressor die cost housing with driver set confirming to IP 65 end above protection IP 08 high purity/transmisivity UB stablized non yellowish diffiuser/for uniform light distrubition detachable driver set open and short cuircut protection suitable for 24 hr complete in all respect.As DSR No.23.11 |
| 254 | S/F of Computer Board.Modular Type With (02 Nos5/6 amps Modular switch,02 Nos3 Pin 5/6 amps Modular Socket &01 No15/16 amps Modular switch as ,6 Pin 15/16 amps Modular Socket) A/R |
| 255 | Supply of AC 300mm Sweep, 230/ 250 Volts, 50 Hz exhaust fan (Heavy Duty) with blades,cover etc. complete as required. A/R |
| 256 | Supply of AC 200mm Sweep, 230/250 Volts, 50 Hz exhaust fan (Havy Duty) with blades,cover etc. complete as required A/R |
| 257 | Supply of LED Bracket led light complete suitable for both wall & surface complete in all respects. A/R |
| 258 | Supplying and laying of aluminium conductor PVC insulated armoured served sheathed cable 1100 volts grade at the depth of 750 mm below ground level over a cushion of 75 mm thick sand all around and protected with burnt bricks on side and on top as directed by Engineer-Incharge ,complete in all respect including excavation and refilling.The armouring of the cable shall be properly connected with the earth conductor by clamps etc. |
| 259 | (a) 25 sq. mm 3-1/2 core. DSR No. 20.1.10 |
| 260 | (b) 185 sq. mm 3-1/2 core. DSR No. 20.1.17 |
| 261 | (c) 300 sq. mm 3-1/2 core. DSR No. 20.1.19 |
| 262 | Supply & Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreis Electrical control panel with TPN MCCB's (Four Pole 36 KA with thermal magnatic release)Switches Complete and instrument chamber etc.complete in all respects. The instrument chamber shall be separate and shall comprise of flush type digital metering system for phase to phase voltage and single phase voltage, current and other parameters(KVA,P.F,KW etc) in each phase with touch type selector switches for different readings, instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic alumininum busbars as per IS8623 or above istulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/BMC support with deteachable side covers and shall be suitable for extension on the sides. The MCCB's shall be complete with suitable cable end boxes, compression glands and indicating lamp on incoming etc.The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above shall have an Ammeter. The panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubicle type switch board shall be of cat B Only. A/R |
| 263 | Incoming630A. FP 36 kA MCCB-1 No.Outgoing200A. FP 36kA MCCB-1 No.63 A. FP 36kA MCCB 6 No's. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysJul 16, 2026
Bid Opening Date
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