Tender For Construction Of New Govt. Building In Govt.Model Senior Secodary School, Village Maloya Chandigarh (Composite Work)
Tender Value
9.14 Crore
Estimated cost
Bid Submission
22 Jul 2026
0 days left
EMD
18.29 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Chandigarh → Chandigarh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of New Govt. Building In Govt.Model Senior Secodary School, Village Maloya Chandigarh (Composite Work)
BOQ
| Sl. No. | Item Description |
| 1 | Civil Work Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. (As per DSR 2.6.1) |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. (As per DSR 2.8.1) |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sidesof foundations etc. in layers not exceeding 20cm in depth, consolidatingeach deposited layer by ramming and watering, lead up to 50 and for all lift. (As per DSR 2.25) |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (As per DSR 2.27) |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mmnominal size derived from natural sources) (As per DSR 4.1.8) |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-Ill) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) (As per DSR 4.1.10) |
| 7 | Providing & applying a coat of residual petrolium bitumen of grade of VG-10 of approved quality using 1.70kg per square meter on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil (As per DSR 4.13) |
| 8 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including (As per DSR 4.17) |
| 9 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (As per DSR 5.3) |
| 10 | Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards above plinth level up tofloor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derivedfrom natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (As per DSR 5.8) |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete (As per DSR 5.9.1) |
| 12 | Walls (any thickness) including attached pilasters,butterssess,plinth and string courses etc. (As per DSR 5.9.2) |
| 13 | Suspended floors, roofs, landings, balconies and access platform (As per DSR 5.9.3) |
| 14 | Shelves (Cast in situ) (As per DSR 5.9.4) |
| 15 | Lintels, beams, plinth beams, girders, bressumers and cantiolevers (As per DSR 5.9.5) |
| 16 | Columns, pillars, Piers, Abutment, Posts and Struts (As per DSR 5.9.6) |
| 17 | Stairs,( excluding landings) except spiral-staircase (As per DSR 5.9.7) |
| 18 | Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards (As per DSR 5.9.13) |
| 19 | Edges of slabs and breaks in floors and walls (As per DSR 5.9.16.1) |
| 20 | Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). Suspended floors, roofs, landings, beams and balconies (Plan area to be measured) (As per DSR 5.11) |
| 21 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. (As per DSR 5.22.6) |
| 22 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. (As per DSR 5.22A.6) |
| 23 | Providing and laying in position ready mixed or site batched design mixcement concrete for reinforced cement concrete work; using coarseaggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate I retard settingof concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriagefor all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge, for the followinggrades 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 (As per DSR 5.33.1.1) |
| 24 | All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum (As per DSR 5.33.2.1) |
| 25 | Add for using extra cement in the items of design mix over and above the specified cement content therein (As per DSR 5.35) |
| 26 | Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical locations in load application areas that accommodates multi directional seismic movement without stress to it's components. System shall consist of metal profiles with a universal aluminum base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self-centering arrangement that freely rotates / moves in all directions. The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer -in- Charge. (Material shall conform to ASTM 6063). Floor joint of 150mm gap (As per DSR 5.44.2) |
| 27 | Providing and fixing of expansion joint system related with wall joint (internal/external) location as per drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall conform to ASTM 6063 Wall Joint of 100 mm gap (As per DSR 5.45.1) |
| 28 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) (As per DSR 6.1.2) |
| 29 | Brick work with common burnt clay selected F.P.S. (non modular) bricks of class designation 10 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:4 (1 cement : 4 coarse sand) (N.S.) |
| 30 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : cement mortar 1:4 (1 cement : 4 coarse sand) (As per DSR 6.12.2) |
| 31 | 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 separately (As per DSR 6.47) |
| 32 | Honey-comb brick work 10 / 11.4 cm thick with common burnt clay bricks of class designation 7.5 in super structure above plinth level upto floor V level with cement mortar 1:4 (1 cement : 4 coarse sand). (As per DSR 6.23) |
| 33 | 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. (As per DSR 6.38) |
| 34 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Granite stone slab of colour black, Cherry/Ruby red Area of slab over 0.50 sqm (As per DSR 8.2.2.2) |
| 35 | Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. (As per DSR 8.5) |
| 36 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws (As per DSR 9.21.1) |
| 37 | 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws (As per DSR 9.21.3) |
| 38 | Extra for providing lipping with 2nd class teak wood battens 25mm minimum depth on all edges of flush door shutters ( over all area of door shutter to be measured (As per DSR 9.23) |
| 39 | Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glass excluded) (overall area of door shutter to be measured Rectangular or square (As per DSR 9.24.1) |
| 40 | Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured (As per DSR 9.26) |
| 41 | Providing and fixing wooden moulded beading to door and window frames with iron screws,plug and priming coat on unexposed surface etc. complete: 2nd class teak wood 50x12mm (As per DSR 9.40.1.1) |
| 42 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete Fixed to steel windows by welding (As per DSR 9.48.1) |
| 43 | 30 mm thick factory made Polyvinyl Chloride (PVC) doorshutter made of styles and rails of a uPVC hollow sectionof size 60x30 mm and wall thickness 2 mm (± 0.2 mm), withinbuilt decorative moulding edging on one side. The stylesand rails mitred and joint at the corners by means of M.S.galvanised/ plastic brackets of size 75x220 mm having wallthickness 1.0 mm and stainless steel screws. The styles ofthe shutter reinforced by inserting galvanised M.S. tube ofsize 25x20 mm and 1 mm (± 0.1 mm) wall thickness. Thelock rail made up of ‘H’ section, a uPVC hollow sectionof size 100x30 mm and 2 mm (± 0.2 mm) wall thicknessfixed to the shutter styles by means of plastic/ galvanisedM.S. ‘U’ cleats. The shutter frame filled with a uPVC multi¬chambered single panel of size not less than 620 mm,having over all thickness of 20 mm and 1 mm (± 0.1 mm)wall thickness . The panels filled vertically and tie bar attwo places by inserting horizontally 6 mm galvanised M.S.rod and fastened with nuts and washers, complete as permanufacturer’s specification and direction of Engineer-in-charge (as per DSR 9.118.2) |
| 44 | Providing and fixing factory made P.V.C. door frame of size 50x47 mmwith a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm longbrackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. Thedoor frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineer-in-Charge. (As per DSR 9.119) |
| 45 | Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineerin- charge Profile C Fixing with adjustable lugs with split end tail to each jamb (As per DSR 10.14.1.2) |
| 46 | Providing and fixing hand rail of approved size by welding etc.to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube (As per DSR 10.26.1) |
| 47 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 5.5 mm thick glass panes (As per DSR 10.30.2) |
| 48 | Chequerred precast cement concrete tiles 22 mm thick in footpath & couryard,jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete,on 20mm thick bed of cement mortar 1:4 (1cement:4 coarse sand Light shade pigment using white cement (As per DSR 11.20.1) |
| 49 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. (As per DSR 8.31) |
| 50 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick (As per DSR 11.26.1) |
| 51 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete (As per DSR 11.27) |
| 52 | Extra for pre finished nosing in treads of steps of Kota stone/ sand stoneslab (As per DSR 11.31) |
| 53 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : In 75x75 mm deep chase (As per DSR 12.21.1) |
| 54 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m 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 (As per DSR 12.22) |
| 55 | Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner (As per DSR 12.55) |
| 56 | Providing and fixing M.S. holder bat clamps of approved design to C.l. or S.C.I. rain water pipes embedded in and including cement concrete blocks 10x10x10 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. : 150 mm diameter (As per DSR 12.38.2) |
| 57 | Providing lead caulked joints to sand cast iron rain water pipes and fittings 150mm dia pipe (As per DSR 12.39.2) |
| 58 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) (As per DSR 13.1.1) |
| 59 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand) (As per DSR 13.2.2) |
| 60 | 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) (As per DSR 13.16.1) |
| 61 | Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand): Flush/ Ruled/ Struck or weathered pointing (As per DSR 13.32.1) |
| 62 | Providing and applying white cement based putty of average thickness 1.00 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. (As per DSR 13.8) |
| 63 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : Two coats New work (two or more coats) over and including water thin able priming coat with cement primer having VOC content less than 50 gram/litre (As per DSR 13.41.1) |
| 64 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) (As per DSR 13.46.1) |
| 65 | Applying priming coats With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works (As per DSR 13.50.3) |
| 66 | Painting with synthetic enamel paint of approved brand of 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 (As per DSR 13.62.1) |
| 67 | Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain windowsills, shelves, louvers, steps, stair cases, etc., including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost of required Centering complete. 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) (As per DSR 4.5.1) |
| 68 | Providing and fixing on wall face 150mm dia H.C.I rain water pipe confirming to IS:1729 Type A, including filling the joints with spun yarn and cement mortar 1:2 compete in all respect and as directed by Engineer-in-charge (N.S.) |
| 69 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :250x16 mm (As per DSR 9.96.2) |
| 70 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : As per Anexure B (Joinery) 300x10 mm Anexure B (Joinery) (As per DSR 9.97.1) |
| 71 | 250x10 mm as Anexure B (Joinery) (As per DSR 9.97.2) |
| 72 | 150x10 mm as Anexure B (Joinery) (As per DSR 9.97.4) |
| 73 | Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Twin rubber stopper (As per DSR 9.101.2) |
| 74 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125 mm (As per DSR 9.100.1) |
| 75 | Providing 5.5mm brick daliy facing with brick size 22.86 cm x 5.55 cm x 6.83 cm thick of class 10 to be obtained after cutting from full brick size of 22.86 cm x 11.11 cm x 6.83 cm laid in cement sand mortar 1:3 on RCC beams, Lintels and fascias etc. complete fixed in position complete in all respect to the entire satisfaction of the Engineer-in-charge (N.S.) |
| 76 | Providing and laying integral cement based water proofing treatmentincluding preparation of surface as required for treatment of roofs,balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cementadmixed with water proofing compound conforming to IS. 2645 andapproved by Engineer-in-charge over the RCC slab including adjoiningwalls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mmto 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarsesand) admixed with water proofing compound conforming to IS : 2645and approved by Engineer-in-charge over 20 mm thick layer of cementmortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofingcompound conforming to IS : 2645 and approved by Engineer-in-chargeto required slope and treating similarly the adjoining walls upto 300 mmheight including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurryusing 2.75 kg/ sqm of cement admixed with water proofing compoundconforming to IS : 2645 and approved by Engineer-in-charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix1:4 (1 cement :4 coarse sand) admixed with water proofing compoundconforming to IS : 2645 and approved by Engineer-in-charge includinglaying glass fibre cloth of approved quality in top layer of plaster andfinally finishing the surface with trowel with neat cement slurry and makingpattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimumperiod of two weeks for curing and for final test. “All above operations to bedone in order and as directed and specified by the Engineer-in-Charge”: With average thickness of 120 mm and minimum thickness at khurra as 65 mm. (As per DSR 22.7.1) |
| 77 | Providing and fixing 65 mm thick high density rubber moulded precast cement concrete grass paver block grey/ colored/ polished/ designer (manufactured by vibro hydraulic pressure process) consisting of design mix of cement, sand and fine aggregate having designation M35 ISI marked including the cost of good quality color and hardening agents. The paver should be compiled with tensile strength and breaking load as per BIS 6717-1993 and shall be tested against resistance to bear as per IS 1237-1980 (specification for cement concrete floor tiles). The paver should be laid over layer of 25mm average thick sand to the required slope and requirement complete in all respects and to the entire satisfaction of Engineer in charge. (N.S.) |
| 78 | Providing and laying spreading and compacting granular sub base material 150mm thick in 2 layers of mm each compacted of natual sand, morrum, gravel crushed stone or combination thereof as per MORT&H specification, conforming to clause 401 coarse graded grading - I as per table 400.2 of MORT&H specification, including spreading on the prepared sub grade with the help of tractor with planner of adequate capacity maintaining the required slope and grade during operation. rolling with road roller 8-10 tone with the grade and cross fall (camber) to be checked and anv high spot or depressing which becomes apparent, corrected by removing or adding fresh material, including cost of tools and plants, carriage of material from stacks, templates, barrier. lighting arrangement at night, chowkidar and maintenance of diversion etc complete in all respect as per MORT&H specification, density of GSB as laid 2 gms/cc & to the entire satisfaction of Engineer-in-charge. (N.S.) |
| 79 | Crazy ceramic tile flooring, with under layer 12 mm thick cement mortar 1:4 (1 cement: 4 coarse sand), with joints not exceeding 5 mm, including filling the gaps with ordinary cement mixture & mixing with synthetic polyester fibre, triangular in shape having specific gravity of 1.34 to 1.40, cross section size ranging from 10 to 40 micron & length upto 6 mm , mixing fibre @125 grams per 50 kg of cement in cement mortar, including providing and mixing water proofing material in mortar @1 kg per 50 kg of cement, all complete as per direction of Engineer-in-charge. (N.S.) |
| 80 | Providing and fixing M.S tubler window shutter consisting of style to and bottam rail of 60x30mm of 18 gauge M.S. Shutter having a rebate of 12mm.the shutter tobe made by cutting mitered joints electrically flash welded and grinding smooth, the rate include the cost of 2 nos bright finished of black enameled mild steel butt hinges 100x58x1.90mm.The rate further include one coat ofready mixed red oxide,zinc chrome primer of pproved brand and manufacrure and fixing the shutter to the existing frame complete in all respect and to the entire satisfaction of engineer in charge( rate further includes making hole in frame and providing clip for fixing glass panes Qty same as Anexure A Wire gauge shutter (N.S) |
| 81 | Qty same as Anexure A Glazed window shutter (N.S.) |
| 82 | Electrical Work DSR ITEM NO 1.10 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group C |
| 83 | DSR ITEM NO.1.17 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/recessed steel/PVC conduit as required. 3 x 1.5 sq.mm |
| 84 | 3 x 2.5 sq.mm |
| 85 | 3 x 4 sq.mm |
| 86 | DSR 1.14 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. 4 X 10 sq. mm + 2 X 6 sq. mm earth wire |
| 87 | DSR Item No.1.21 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 for the prevision of telephone & Networking also. 25 mm |
| 88 | 32 mm |
| 89 | 40 mm |
| 90 | DSR ITEM NO 1.31. Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. |
| 91 | DSR ITEM NO 1.32 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. |
| 92 | DSR ITEM NO 2.4 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 4 way (4 + 12), Double door |
| 93 | DSR ITEM NO 2.10 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. Single pole |
| 94 | Triple pole and neutral |
| 95 | DSR item No. 5.1 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. |
| 96 | DSR item No. 5.12 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. |
| 97 | DSR ITEM NO 5.15 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. |
| 98 | DSR 2.16 Supplying and fixing DP sheet steel enclosure on surface/ recess along with 25/32 A 240 V \\"C\\" curve DP MCB complete with connections, testing and commissioning etc. as required. |
| 99 | Supply & erection of Exhaust Fan (heavy duty motor with copper wound metallic body) following size complete with motor, metallic blades, double ball bearing with minimum power consumption, rigid frame with rubber mounting for silent operation, epoxy powder coating along with metallic louver to be installed in the existing opening including cost of making the hole to suit the size of above fan making good the damage, Carriage Charges connection, testing, commissioning etc. as required to complete the job to the entire satisfaction of EIC. The Exhaust fan should be Havells/Orient and Bajaj make only. Size 15 inches (380mm) Sweep, 900 RPM Heavy Duty Exhaust fan (Single Phase) with louver of Havells make (Turbo Force SP)/ Crompton make ( EXHD380-6-1)/ Bajaj make (Supreme Plus)/ Orient make (Industrial Heavy Duty)/ Usha Make (Turbo HEDF) make only. |
| 100 | Supply and Erection of 14 GMS Sheet suitable size for erection of Exhaust fan. The hole should be suitable required size for exhaust fan shall be ut from the centre of sheet duly fixed on existing MS glazing. The exhaust fan frame shall be painted on both side with superior quality paint after one coat of primer. The job includes the cost of 02 Nos. MS Strip of 25x6mm for proper holding the exhaust fan and other petty material required to complete the job to the entire satisfaction of EIC. Suitable for 12”/15”/18 Exhaust fan (MR) |
| 101 | DSR ITEM NO 8.10 LED Batten light (System umen efficacy ≥120 <135 lm/Watt) Supplying, installation, Testing & Commissioning of LED surface mounted Batten light of following body material and construction as per IS : 10322 with driver (Replaceable) as per the requirement with Driver efficiency >85% Operating voltage AC 140-270 Volt, freq 50/60 hz, Operating temp range -15 deg to 40 deg centigrade, internal surge protection of 2.5 KV with Short &Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80 , Flicker free (flicker should be below 5 %), life time (LED, Driver & electrical circuitry), of minimum 50000 Burning Hours with , 70% of initial Lumen maintained till life ends,CCT 3000°K / 4000°K / 5700°K /6000°K /6500°K (As per ANSI Bin), SDCM (Standard Deviation Color Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. Complete in all respect i/c connections with 1.5 sq mm FRLS, 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 from NABL lab for 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 CRCA Sheet Body (Thickness > 0.50 mm) 40 watt |
| 102 | DSR Item no. 10.18 Providing and fixing circular/ Hexagonal GI box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick GI sheet with its top surface hacked for proper bonding, top lid shall be screwed into the GI box by means of 3.3 mm dia round headed screws, one lock at the corners, clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. |
| 103 | DSR ITEM NO 2.2 Providing and fixing following rating and breaking capacity and pole MCCB with thermo magnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required. 100 A, 16 KA,TPMCCB |
| 104 | 100 A,30KA,FPMCCB |
| 105 | 200 A, 36KA,FPMCCB |
| 106 | 400 A , 50KA,FPMCCB |
| 107 | DSR Item No 9.1 Brush Less Direct Current (BLDC) Motor Supply, Installation, Testing and Commissioning of ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. metal (Aluminum 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 as per IS :374-2019), THD (Total Harmonic Distortion) less than 10%, remote (preferably mobile app based) for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Ceiling Fan compliant to IS 374:2019 fan Supply, earthing etc. complete as req. 1400mm, service value ≥ 6.0 CM/Min/Watt, air delivery 245 CM/Min (Minimum). |
| 108 | DSR item no. 15.16 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 63 mm dia (OD-63 mm & ID-51 mm nominal) |
| 109 | 120 mm dia (OD-200 mm & ID-175 mm nominal) |
| 110 | Supply and fixing of 12 modules (200 mm x 150 mm) G.I box suitable for accommodate the following accessories along with modular base and cover plate for modular switches in recess/surface etc as required for Computer Point with 4 Nos. 5/6 Amps modular switch and 4 Nos. 3 pin 5/6 Amps modular socket outlet. The job includes the cost of making interconnections with suitable copper wire, painting of box with approved paint and other petty material required to complete the job to the entire satisfaction of Engineer-in-Charge at site. Makes for Modular Accessories and GI box:-Schneider (Zencelo) / Legrand (Arteor) / ABB (Cheiron) / L&T (Englaze) / Norisys (Square Series) / MK (Elements) / Crabtree (Murano) only. |
| 111 | DSR 8.1 LED Down lighter (SMD Type) (System lumen efficacy ≥ 105 <120lm/Watt) Supplying, installation, Testing & Commissioning of LED Recessed / surface Down lighter (Round/ square/ Rectangular) 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 deg to 40 deg 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 circuitary), 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), SDCM (Standard Deviation Color Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be confirming to relevant BIS standards and trade mark certificate (T.C.). Manufactures 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 ≥105 and <120 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 22 watt |
| 112 | DSR item No 8.8 LED Panel light 2x2 ft., (System lumen efficacy >135 lm/Watt) Supplying, installation, Testing & Commissioning of Panel light2x2 ft., of following body material and construction as per IS : 10322 with driver as per the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, freq 50/60 hz, Operating temp range -5 deg to 40 deg 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 circuitary), 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), SDCM(Standard Deviation Color Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard and trade mark certificate (T.C.). Manufactures 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 >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 (Thickness > 1.20 mm) 40 Watt |
| 113 | DSR item No. 6.1 .Providing and fixing of lightning conductor finial made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required. |
| 114 | DSR 8.16 LED Flood Light, powder coated pressure die cast aluminum (System lumen efficacy ≥120 and <135 lm/Watt) Supplying, installation, Testing & Commissioning of Flood Light, powder coated pressure die cast aluminum body with built in or separate driver as per the requirement with Driver efficiency >85%, Input voltage: Input voltage: 140-270 Volt AC, freq 50/60 hz, Operating temp range -15 deg 1.16 DELHI SCHEDULE OF RATES (E&M) Volume-II 2025 14 to 50 deg centigrade, 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 >80 , 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 deg, 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 /6000°K/6500°K (As per ANSI Bin) , SDCM(Standard Deviation Color 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 connections with 1.5 sq mm FRLS, 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 from NABL lab for 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 aluminum housing such that LED junction temperature shall not rise above 90°C). 150 Watt. |
| 115 | S/E of Thermo Plastic cable Jn. Box IP55 of size 130 x 180 x 77 mm deep approximate with 4 nos. thermal block suitable for 1 no. incoming and 3 nos. outgoing cables. The terminal block shall be made of Hansel make KF-1010 G with terminal link or its equivalent make Wago/ Elmex/ Siemens only and cable junction box of make Hansel/ Legrand or its equivalent to IP55. The job includes all labour and petty material to required complete the job to the entire satisfaction of the Engineer in Charge of work. (MR) |
| 116 | S/E of M.S. bracket (‘F’ shape) made from 40mmx40mmx 5mm thick angle iron to be installed on existing parapet / wall with the help of suitable size of nuts & bolts etc. for erection of LED flood light fitting. The job includes cost of painting of bracket with superior quality of paint after applying the primer and all other petty material etc. as required to complete the job. (MR) |
| 117 | Fabrication & erection of steel shutters for electrical niches as per following specifications: FRAME: The shutter of suitable dimensions for electrical nitch shall be made out of 16 G.M.S. sheet. The shutter frame shall be 1-1/2”x1-1/2”x1-1/2” channel frame 4 Nos. ‘L’ type holdfasts for fixing the same on the wall. The size of the shutter frame should be suitable for 2 Nos. door angels/ single panel depending upon the size of nitches. DOOR PANEL: The door panel shall have support in U-Shape formation made from 16 G.M.S. sheet with 4”x3/4”M.S. channel duly spot welded to give additional strength. The door panel shall be fixed with frame with the help of concealed M.S. hinges of suitable size having good strength. The door panel shall be provided with a bolting arrangement either of Godrej type or such type so as to interlock the door panel with frame. The handle shall be of superior quality and nickel plated to facilitate its opening. The door panel must have as arrangement to provide a pad lock. FINISHING: The frame & the door panel should be given anti-rust, anti-grease and phosphate treatment with 3 in 1 paste and then spray painted with two coats of paint of superior quality. The shutter should be earthed properly with the existing earth with No.8SWG wire after erasing the paint from the body of the shutter. The rate includes cost of all labour and material reqd. to complete the job to the satisfaction of the EIC. (MR) |
| 118 | S/E of floor mounting M.S. angle iron board covered with 14 GMS sheet fixed in to the Nitch or in ground for mounting switchgear. The board should have suitable legs made out of angle iron 50 mm x 50 mm x 6 mm thick and 2’ long with supporting member grouted in the ground/floor with cement sand mixture etc. as required as per site requirement. The switches / BDB’s / ELCB shall be provided with required no. of supporting member of M.S. flat 25mmx5mm to bring all the switchgear in one level including bonding the board switchgear etc. to the existing earth. The board shall be fabricated out of 40mm x 40mm x 5mm angle iron frame and shall be covered with a 14 GMS sheet duly welded for erection of switchgear items on it. The board shall be painted with two coat of approved shade of superior quality paint after one coat of primer. The rate includes carriage from factory to site, erection charges in the niche and other petty material required at site of work. (MR) |
| 119 | Supply and Laying of following XLPE insulated and PVC sheathed, armored, aluminum conductor cable of 1.1KV grade as per IS 7098 (Part-I) 1988 (amended up to date) of the following sizes to be laid in existing trench/ DWC/RCC/HUME pipe as required at site. The job include the cost of making connections with suitable size of Al. Lugs/ thimbles, testing, commissioning etc. as required to the entire satisfaction of Engineer In Charge. The cable should be of Polycab / Havells / Finolex / RR Kabel/ KEI/ RPG/ Universal/ Grandlay make only. 10 sq. mm. 4 Core PVC Armored Aluminum conductor cable. (MR) |
| 120 | 150 sq. mm. 3.5 Core PVC Armored Aluminum conductor cable. (MR) |
| 121 | 95 sq. mm. 3.5 Core PVC Armored Aluminum conductor cable. (MR) |
| 122 | S/E of Bakelite sheet 3 mm thick white color to be fixed on the existing switch boards including screws, washer etc. after making holes. The job includes all labor and petty material to complete the job to the entire satisfaction of the E.I.C. of work. (MR) |
| 123 | S/E of sheet metal 3 phase bus-bur chamber on existing surface with required no. of bus-bar strips of suitable 1.6 mm thick with detachable cover fitted with dust excluding gasket and secured with sufficient no. of cadmium plated iron screws and of given overall dimensions and to be fixed with GI bolts and nuts/rag bolts and nuts etc. complete with all accessories including connections with suitable size tin coated copper thimbles, bonding to the existing earth & painting etc as desired by the EIC. Sheet metal bus-bar chamber 200 amp 415 V capacity with 4 copper strip 3 feet long (MR) |
| 124 | Supply and Erection of 40-45 Watt LED Post Top Lantern fittings made of cast alum. Housing with inbuilt Heat sinks. AUV stabilized PC /PMMA diffuser is provided for Glare Free Lighting with high visual comfort to complete with Electronic LED Driver Power supply & related accessories with the following specifications to be installed on existing pole. The make & model of the fitting should be of Bajaj Make BGCP 45 Watt LED WW/ Wipro LP06-351-XXX-57XX 35W LED/ Surya SLE PT 40 W RIGEL / Mayfair MF PTL LED 651 45W/ Panasonic PPTM 02408/ Kesslec Doha 40W CW/ Twinkle LuxMax-PT-151-S-(40) or its equivalent to Phillips/ Lighting Technologies/ Havells/ Crompton make only. A. Technical Specificationi) Ingress Protection LevelOf fitting , IP65 or better ii) Total system lumens output - 4000 Lumens (minimum) or better iii) LuminaireEfficacy - Minimum 100lm/w iv) Body of fitting - Pressure Die cast aluminum with poly methyacrylate (PMM) diffuser v) OperatingVoltage - 100V to 270V, AC Supply or better vi) Input Frequency - 50Hz+1Hz vii) Power factor - Minimum 0.95 viii) Working/ Operating Temperature -400C to + 1050C or better ix) ColorTemperature - 40000K+10% B. Electronic Driveri) Driver Current - Design based as per LM80 report ii) Type of driver - Constant current output silicon filled potted driver iii) THD - Less than 10% iv) Operating Voltage - 140V to 270V, AC supply or better v) Surge protection - 4KV (Internal)10KV (External) vi) Efficiency - ≥85% vii) Make of Driver - Should of same Make of luminaries vii) Protection - Over voltage, Short circuit, Open, under voltage circuit etc. ix) Guarantee of LE fitting Including LED driver - 2 Year against manufacturing defect x) Fixture - Should comply with LM 79 test from NABL Lab xi) LED Type/ Make/ Model - Power CREE/ OSRAM/ NICHIA/Philips LUMILED with life more than 50000burninghours At 70% lumen Complying with LM80 Test report from the original manufacturer |
| 125 | Supply and Erection of Steel Tabular Pole IS-410-SP-27 Swaged and Welded in Three Steps, 9 Meter Long, Weight 108 Kg. conforming to IS 2713 (Part I & II 1980) amended upto date with the following specifications: The Pole shall have a Sectional Length of 5.0-2.0-2.0 Mtr. The outside diameter and section thickness shall be 114.30 x 5.40 mm (Bottom), 88.9 x 4.85 mm (Middle) and 76.10 x 3.25 mm (Top). The Circular Base Plate-10G more than over all dia of bottom of the pole duly welded shall be provided. The pole shall be erected 1.50Mtr. below ground level in 10” (250mm) internal dia ready made RCC Muff/Pipe of 1.5 Mtr. in length. The gap between the pole and the muff shall be filled with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). The job includes the cost of cutting of road/pucca floor for erection of pole. The cost includes carriage, all labour and material including installation of Pole to the entire satisfaction of the Engineer-in-Charge (MR) |
| 126 | Supplying, Installation, Testing and Commissioning of 5 Meter height MS decorative type steel tubular pole suitable for installation of street light fixture, duly primed and painted. The pole shall be painted with MRF Poly urethane paint of approved colour. The bottom and middle embellishment are cast in iron and upper ring are cast in aluminium, fixed to the column by grub screw. The column shall be provided with inbuilt loop box, earth stud with 4way 25 Amp heavy duty connector, 1 No. SP MCB and shall have matching flush door, fabricated & painted complete with S/F 16mm dia. 600mm long hot dip galvanized L type Anchor bolts, plastering the same with fine sand and having horizontal top surface without any slope including two coats of trump exterior paint complete as required to complete the job to the entire Satisfaction of engineer in charge. The pole shall be divided in two sections: Top:- Dia. 75mm. Length 4000mm(3.2mm thick) or better. Bottom:-dia 114mm. Length 1000 mm (4.0mmthick) or better. Base Plate:-300mm x 300mm x 12mm thick duly welded to column Make of Decorative Pole: - KLite/ Keselec/ Bajaj/ Homedec/ Mayfair/ Twinkle only (MR) |
| 127 | DSR item No 7.4 Supplying ,installation, testing and commissioning of Astronomical time switch of following configuration to be mounted in feeder pillars / Lighting DBs for automatic switching On & OFF of street lights at sun set & sun rise or twilight(Auto ON, Auto OFF, Auto modes) with manual override facility with 12/24 hour display format with suitable battery and indication for relay status i/c programming at site complete as required. 1 output per phase and suitable for single phase supply |
| 128 | Supply and erection of Contactor T AC3 70 AMP RATING AND 100 AMPS RATING FOR AC1 unit suitable for 3 phase switching on/off. The job includes cost of 1 no. 3 phase MNX 70 CS97076 with built in SURGE SUPPRESSOR for coil of 220 Volt 50/60 Hz Rating L&T MNX/ Siemens 3TF/ ABB AX series. The contactor shall be installed on existing bakelite sheet with help nut and bolt. The job includes making incoming and outgoing connection with suitable copper wire and other petty material require to complete the job to the entire satisfaction of Engineer- in- charge. (DSR) |
| 129 | Fabrication, Supplying, Installation, Testing and Commissioning of outdoor type double door Electric Control Panel of cubical construction conforming to IEC 61439 (Part I & Part II), floor mounted type, fabricated out of 2 mm thick CRCA sheet, compartmentalized with hinged lockable doors, dust and vermin proof, powder coated of approved shade, having suitable capacity TPN Aluminum bus bars, DMC/ SMC bus bar supports, base frame of MS channel 100mm x 50mm x 6mm size, having switchgears and accessories , internal wiring with 2.5 sq.mm PVC insulated single core cable, common copper earth bar of size 25 x 5 mm over the entire width of panel and 2 nos. earth studs, cable entry from the top & bottom, cable gland plates, numbering, labeling etc. complete in all respect, suitable for operation on 415 V, 3 phase, 50 Hz. AC supply with protection class IP 54 as required. The job includes the cost of MCCB, accessories, interconnection with solid connection, carriage and installation of cubical panel at site to the entire satisfaction of Engineer in charge. The outdoor type double door Electric Control Panel should have provision of following switchgear and accessories:- (Note:- (Note: All MCCBs shall be with ROM, Spreader terminals) A. INCOMING 400 Amps. 50KA, four Pole, Thermal magnetic release , MCCB (Ics = Icu at 415 V) with adjustable O/L and adjustable S/C protection :- 1 No. B. BUS BAR TPN Aluminum bus bars (having 100% Neutral) of minimum of 400 Amps. Capacity with heat shrinkable colored sleeves and i/c DMC/SMC bus bar supports at required intervals complete for cross section, size supports & their spacing etc. for withstanding fault level of 31 MVA for 1 Sec. The current density of aluminum bus shall be 1 Amp/sq. mm.- 1 Set. C. OUTGOING 200 Amps. four Pole, Thermal magnetic release , MCCB (Ics = Icu at 415 V) with adjustable O/L and adjustable S/C protection:- 200 amp. -2 Nos 100 amp. four pole Thermal magnetic release , MCCB (Ics = Icu at 415 V) with adjustable O/L and adjustable S/C protection:- 100 amp. -6 Nos |
| 130 | Supply and Erection of Cement Collar and Jn. Box at the base of the pole with the detailed specification as given below.: Jn. Box Construction: i) Supply & fixing of OEM made Junction box IP-66/67 made out of Polycarbonate with Glass fiber reinforced of size 205x255x112 (mm) (minimum) with 5 Nos. OEM made connectors/ terminal blocks. The Jn. Box and connectors/ terminal blocks should be supplied by OEM. The terminal blocks/ connectors should be of Hensel / Wago / Elmax / Siemens make only and junction box shall be of Hensel make KF 2525 G or its equivalent Clipsal / Legrand / Schneider / ABB make only. The Junction box shall be fire retardant and self extinguishing. The gasket material shall be polyurethane and the gasket shall be internally embedded. The job includes all labour and petty material required to complete the job to the entire satisfaction of the Engineer in Charge of work. B. Cement collar: i) The box shall be enclosed in a cement collar made from cement concrete 1:2:4 with outside dia 16”/18” ii) The collar shall be embedded in the ground upto 6” shall stand 9” above ground shall have high equal to Junction box and 6” top over the box iii) The collar shall be provided with medium class 2 Nos. PVC Pipes of 50 mm dia. & 45 cm long to facilitate the entry of cables in the Jn. Box iv) The collar shall be plastered, properly finished and painted with 2 coats of snowcem of superior quality to complete the job including new thimbles & making connections v) The job includes all labour to break the old existing collar & junction box including disposal of waste material from site and petty material required to complete the job to the entire satisfaction of the E.I.C. of the work. The dismantled junction box shall be property of the firm. The recovery shall be made from the firms. (MR) |
| 131 | Supply and erection of sheet metal cubical pedestal of suitable dimensions made from 40 mm X 40 mm X 5 mm thick M.S angle iron frame, covered with 2 mm thick M.S. sheet duly welded on five sides and front side hinged complete with locking arrangement with 4 Nos. switchgear supporting members each of M.S. flat 50 mm X 6 mm thick of suitable length duly welded. The cubical pedestal shall have 4 Nos. legs of 40 mm X 40 mm X 5 mm each 60 cm long M.S. angle iron each long including painting, bonding to the existing earth etc. the same shall be erected in the 1:2:4 cement concrete plat-form of suitable dimensions 15cm high form ground level and 45 mm thick. The cubical pedestal shall be 15 cm from the top of cement concrete platform. Cubical size 900 mm X 600 mm X 350 mm |
| 132 | Supplying and erection of MCCB BDB of following ways surface/ recess mounting, vertical type, MCCB 415 V, BDB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCCBs 4 pole with MCBs and incomer as required to complete the job. The job includes cost of all labour and other petty material required to complete the job to the entire satisfaction of Engineer in charge of the work. The make should be of Lauritz Knudsen/ Hager/ ABB/ Legrand only. 8 way (4 + 24), Double door |
| 133 | PUBLIC HEALTH SERVICES Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. (As per DSR 2.8.1) |
| 134 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m All kinds of soil. Pipes, cables etc. not exceeding 80 mm dia. (As per DSR 2.10.1.1) |
| 135 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia (As per DSR 2.1.10.1.2) |
| 136 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) (As per DSR 4.1.3) |
| 137 | 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) (As per DSR 4.1.11) |
| 138 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (As per DSR 5.3) |
| 139 | Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform (As per DSR 5.9.3) |
| 140 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars (As per DSR 5.22.3) |
| 141 | Brick work with F.P.S. bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (As per DSR 6.1.1) |
| 142 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) (As per DSR 6.4.2) |
| 143 | 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 (1 cement: 3 fine sand) (As per DSR 13.7.1) |
| 144 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. (As per DSR 16.83) |
| 145 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, 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 Engineerin-charge. (Old CC paver blocks shall be supplied by the department free of cost) (As per DSR 16.84) |
| 146 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid (As per DSR 17.3.1) |
| 147 | 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 wherever require White Vitreous China Wash Basin size 630 X 450 mm with a single 15 mm C.P. brass pillar tap (As per DSR 17.7.2) |
| 148 | Providing and fixing white vitreous china water closet squatting pan (Indian type) : Orissa pattern W.C. pan of size 580x440 mm (As per DSR 17.13.2) |
| 149 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. (As per DSR 17.16A) |
| 150 | Providing and fixing controlled flush, low level cistern made of vitreous china with all fittings complete. 10 litre (full flush) capacity-white (As per DSR 17.19.1) |
| 151 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 32 mm dia (As per DSR 17.28.1.1) |
| 152 | Providing and fixing soil, waste and vent pipes : 100 mm dia Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 (As per DSR 17.35.1.2) |
| 153 | 75mm diameter : Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 (As per DSR 17.35.2.2) |
| 154 | Providing and fixing plain bend of required degree 100 mm dia Sand cast iron S&S as per IS : 3989 (As per DSR 17.39.1.2) |
| 155 | 75 mm dia Sand cast iron S&S as per IS – 3989 (As per DSR 17.39.2.2) |
| 156 | Providing and fixing heel rest sanitary bend 100 mm dia Sand cast iron S&S as per IS – 3989 (As per DSR 17.40.1.2) |
| 157 | Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 100x100x100 mm Sand cast iron S&S as per IS – 3989 (As per DSR 17.43.1.2) |
| 158 | 75x75x75 mm Sand cast iron S&S as per IS – 3989 (As per DSR 17.43.2.2) |
| 159 | Providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete : 100 mm Sand cast iron S&S as per IS – 3989 (As per DSR 17.55.1.2) |
| 160 | Providing and fixing terminal guard: 100 mm Sand cast iron S&S as per IS – 3989 (As per DST 17.56.1.2) |
| 161 | Providing and fixing collar : 100 mm Sand cast iron S&S as per IS – 3989 (As per DSR 17.57.1.2) |
| 162 | 75 mm Sand cast iron S&S as per IS – 3989 (As per DSR 17.57.2.2) |
| 163 | Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter : 100 mm dia. (As per DSR 17.59.1) |
| 164 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, incl. cost of cutting and making good the walls and floors. 100 mm inlet and 75 mm outlet Sand Cast Iron S&S as per IS- 1729 (As per DSR 17.60.2.2) |
| 165 | Providing and fixing of PTMT 15 mm urinal spreader size 95x69x100mm with 1/2\\" BSP thread and shapes, weighhing not less than 60gms (As per DSR 17.75) |
| 166 | Providing and fixing PTMT urinal cock of approved quality and colour. 15 mm nominal bore, 80 mm long, 42 mm high and 30 mm wide with BSP female threads weighing not less than 48 gms. (As per DSR 17.76.1) |
| 167 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Internal work - Exposed on wall 15 mm dia nominal bore (As per DSR 18.10.1) |
| 168 | 25 mm dia nominal bore (As per DSR 18.10.3) |
| 169 | Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall : 15 mm dia nominal bore (As per DSR 18.11.1) |
| 170 | 20 mm dia nominal bore (As per DSR 18.11.2) |
| 171 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore (As per DSR 18.17.1) |
| 172 | 20 mm nominal bore (As per DSR 18.17.1A) |
| 173 | Providing and fixing uplasticised PVC connection pipe with brass unions : 30 cm length 15 mm nominal bore (As per DSR 18.21.1.1) |
| 174 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 20 mm nominal bore (As per DSR 18.46.2) |
| 175 | 25 mm nominal bore (As per DSR 18.46.3) |
| 176 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. (As per DSR 18.48) |
| 177 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 15 mm nominal bore. (As per DSR 18.49.1) |
| 178 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15 mm nominal bore. (As per DSR 18.53.1) |
| 179 | Providing and fixing PTMT bib cock of approved quality and colour. 15mm nominal bore, 86 mm long. Weighing not less than 88 gms. (As per DSR 18.54.1) |
| 180 | Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball. 20 mm nominal bore, 120 mm long. Weighing not less than 198 gms. (As per DSR 18.62.2) |
| 181 | Providing and fixing PTMT angle stop cock 15 mm nominal bore. Weighing not less than 85 gms. (As per DSR 18.63) |
| 182 | Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks (As per DSR 18.76.1) |
| 183 | Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. (As per DSR 18.77) |
| 184 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 150 mm diameter (As per DSR 19.1.2) |
| 185 | 200 mm diameter (As per DSR 19.1.3) |
| 186 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 150 mm diameter S.W. pipe (As per DSR 19.2.2) |
| 187 | 200 mm diameter S.W. pipe (As per DSR 19.2.3) |
| 188 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 100x100 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (As per DSR 19.4.1.1) |
| 189 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality HD-20 Circular shape 560 mm internal diameter (As per DSR 19.19.3.1) |
| 190 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : For pipes 100 to 250 mm diameter (As per DSR 19.21.1) |
| 191 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (As per DSR 19.30.3.1) |
| 192 | Supplying and fixing 5A 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 Single Pole and neutral (As per DSR 2.10.2) |
| 193 | Providing & fixing looking glass of size 22\\"x16\\" with bevelled edge all side of approved make (NSR) |
| 194 | Providing and fixing white vitreous china flat back half stall urinal of size 420 x 395 x 635 mm with fittings, standard size C.P. brass flush pipe, spreaders and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Make as approved by EIC. (NSR) |
| 195 | Providing and fixing HCI P-Trap.100 mm (NSR) |
| 196 | Providing and fixing of C.P. soap dish of make Viking, jainko, Cera or equivalent complete in all respects (NSR) |
| 197 | Providing and fixing chinaware urinal partition complete in all respect. (NSR) |
| 198 | Providing and fixing of C.P/SS long 32mm bend (NSR) |
| 199 | Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter : 100 mm (As per DSR 17.58.1) |
| 200 | 75 mm dia (As per DSR 17.58.2) |
| 201 | Providing & fixing Stainless steel grab rail of size 32 mm dia for disable toilets complete in all respect (NSR) |
| 202 | Providing PVC pipe of 6kg/cm2 pressure various size complete in all respect Size 90 mm 1/d (NSR) |
| 203 | Providing and fixing of Cool star self contained drinking water cooler suitable for operation on 230volts+10% 50cycle single phase AC Supply storage Type 400 ltr. capacity and cooling capacity 150 ltrs / complete in all respect .EIC of approved make . (NSR) |
| 204 | Providing and fixing Water filter -cum -Purifier including installation charges 3Ltrs/ Minute make Aquaguard/Waves (NSR) |
| 205 | Providing and fixing of automatic line voltage Stablizer of 5 KVA complete in all respect to the entire satisfaction of the EIC .approved Make (NSR) |
| 206 | Providing, Installing, Testing, Commissioing of mono block pumping 2 HP set single phase and following para metre including starter piping connections & other allied works camplete in all respect of make kirlosker/ABB/Crompton graves. Head 30 Mtr complete in all respect (NSR) |
| 207 | Providing and installation of sub copper cable 3x2.5 mm2 complete in all respect make as approved make list (NSR) |
| 208 | FIRE FIGHTING SYSTEM Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) (As per DSR 4.1.3) |
| 209 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 25 mm nominal bore (As per DSR 18.18.3) |
| 210 | Cutting holes up to 30x30 cm in walls including making good the same. With common burnt clay F.P.S. (non modular) bricks (As per DSR 18.76.1) |
| 211 | Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. (As per DSR 18.77) |
| 212 | Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to IS 1239/Class -II of IS: 3589 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of requiredshade complete as required : 100mm dia. (As per Elect. DSR 27.7) |
| 213 | Supplying and fixing single headed internal hydrant valve with instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked conforming to IS 5290 (Type -A) with blank Gunmetal/Stainless Steel cap and chain as required Single headed Stainless steel (As per Elect. DSR 27.9) |
| 214 | Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : 100 mm dia (As per Elect. DSR 27.11) |
| 215 | Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required : 100 mm dia (As per Elect. DSR 27.14) |
| 216 | Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required : Stainless Steel (Grade 304) (As per 27.16.2) |
| 217 | Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required. (a) 20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS:12585 (b) 20 mm nominal internal dia gun metal globe valve & nozzle. (c) Drum and brackets for fixing the equipmets on wall. (d) Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket. 30 m (As per 27.17.1) |
| 218 | Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle conforming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling as required: Stainless Steel (Grade 304) (As per DSR 27.18.2) |
| 219 | Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904 as required: 2 way-100 mm dia M.S. Pipe (As per DSR 27.19.1) |
| 220 | HOSE CABINET FOR 15 MTR. LONG HOSE REEL PIPE & BRANCH PIPE ETC. Providing and fixing of HOSE CABINET of Size: (600mm x 600mm x 450mm) made of 16 gauge MS sheet with 4mmthick glazed glass door i/c necessary locking arrangement suitable to accommodate 15 mtr. long hose reel pipe & branch pipe mounted on wall or raised bric platform & duly painted with Post office red externally and white internally with synthetic enamel paint complete in all respect as required. (NSR) |
| 221 | 4kg, ABC FIRE EXTINGUISHER Providing and Fixing of ABC (Power type) ABC FIRE EXTINGUISHER/ 4 kg HP Mild Steel Cylinders ISI marked approved fitted with pressure indicating gauge capacity complete with discharge horn and mounting it on the wall with a suitable MS bracket (including S/F bracket) minor civil works etc. complete as required (NSR) |
| 222 | Supplying and installing of 3 nos set of fire buckets of 24 gauge galvanized steel sheet, standard 9 liter capacity and of round bottom shape, painted white inside and red outside and black on the bottom, inscribed with letters \\"Fire \\" in black and gold. (NSR) |
| 223 | Providing and fixing Carbon-di-oxide fire extinguishers consisting of welded M.S cylindrical body, squeeze lever discharge valve fitted with internal discharge tube, 30cms long high pressure discharge hose, discharge nozzle, suspension bracket, confirming to IS : 15683 finished externally with red enamel paint and fixed to wall with brackets with rawl plug/dash fasteners complete with internal charge. Capacity 4.5 kg. ISI Marked. (NSR) |
| 224 | Supplying and laying of XLPE insulated, PVC sheathed aluminium conductor 1.1 KV grade armoured I.S.I marked cable of makes given in the list of approved makes of following sizes laid on surface including cable terminations, galvanised cable tray of thickness as specified, brass compression Glands, aluminium lugs suitably clamped as specified and as required. 3 core x 0.75 sqmm (NSR) |
| 225 | 3 core x 4 sqmm (NSR) |
| 226 | 3 core x 25 sqmm (NSR) |
| 227 | Writing work with a help of white & red paint at various places and on PVC tanks for tank capacity including cost of brushes, thiner etc. complete in all respect. (NSR) |
| 228 | Providing and fixing water level guage on fire PVC tanks complete in all respect. (NSR) |
| 229 | RAIN WATER HARVESTING SYSTEM Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (no exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. (As per DSR 2.8) |
| 230 | Excavating trenches by mechanical / manual of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm dia (As per DSR 2.10.1.2) |
| 231 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) (As per DSR 4.1.3) |
| 232 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) (As per DSR 4.1.10) |
| 233 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (As per DSR 5.3) |
| 234 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access plateform. (As per DSR 5.9.3) |
| 235 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars (As per DSR 5.22.3) |
| 236 | 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) (As per DSR 6.1.1) |
| 237 | 12mm cement plaster finished with a floating coat of neat cement of mix: 1:3 (1 cement : 3 fine sand) (As per DSR 13.7.1) |
| 238 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. (As per DSR 16.83) |
| 239 | Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, 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. (Old CC paver blocks shall be supplied by the department free of cost) (As per DSR 16.84) |
| 240 | 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 : 250 mm dia (As per DSR 19.6) |
| 241 | 300 mm dia |
| 242 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality M D – 10 Square shape 450 mm internal dimension (As per DSR 19.19.2.1) |
| 243 | HD-20 Circular shape 560 mm internal diameter (As per DSR 19.19.3.1) |
| 244 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : For pipes 100 to 250 mm diameter (As per DSR 19.21.1) |
| 245 | For pipes 250 to 300 mm diameter (As per DSR 19.21.2) |
| 246 | Providing & fixing of PVC pipe i/d tee & joints of pipes of 6kg/cm2 pressure various size complete in all respect Size 6\\" (NSR) |
| 247 | Providing and fixing RCC Road Gully gratings & frame size 21\\" x 27\\" fixed in C.C. 1:2:4 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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