Tender For Annual Rate Contract For Miscellaneous Civil Maintenance Works Inside Hwbf (Tdp), Construction of Rcf Ltd. 74Notes: 1) Kindly Read All The Pages Of Nit & Special Conditions Before Quoting For This Work. The Party Shall Visit The Site Befor
Tender Value
51.06 Lakhs
Estimated cost
Bid Submission
01 Oct 2026
17 days left
EMD
1.50 Lakhs
Bank guarantee accepted
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Non-refundable
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Online
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NCB
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Tender
Location / State
Mumbai Suburban → Maharashtra
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Available
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Not Available
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Project Description
Tender for Annual Rate Contract For Miscellaneous Civil Maintenance Works Inside Hwbf (Tdp), Construction of Rcf Ltd. 74Notes: 1) Kindly Read All The Pages Of Nit & Special Conditions Before Quoting For This Work. The Party Shall Visit The Site Before Quoting To Access The Quantum And Nature Of The Job.
BOQ
| Sl. No. | Item Description |
| 1 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40mm dia. M.S. tube 1.5 m centre to centre horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc.and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter.The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge .The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge |
| 3 | Demolishing R.C.C. slab, R.C.C. wall of any thickness, R.C.C. beams, joists, R.C.C. columns, piles, pile caps etc., in any thickness and size manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 4 | Demolishing brick work in lime or cement mortar including plaster, paint, etc. manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 5 | Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead |
| 6 | Dismantling old plaster or skirting manually / Mechanical means up to 12 mtr. height including raking out joints, cleaning the surface for plaster, Scaffolding,complete cleaning of plastered surface,disposal of rubbish to the dumping ground within plant premises etc.all complete as per drawings,specifications & as directed by Engineer-in-charge. (erection & de-erection of scaffolding is included in item of work.) |
| 7 | Dismantling of tiles/Flooring /Dado :- Dismantling tile work /floors laid in cement mortar for thickness of tiles above 25 mm and up to 40 mm including stacking of useful material within 50 metres lead and disposal of waste material outside the plant premises with all lead and lifts all complete as per drawings, specifications and as per direction of Engineer-In-Charge |
| 8 | straight cutting in non- asbestos polypropylene reinforced cement corrugated, semi-corrugated 6 mm thick sheet roofing /Claddind/ventilators for making openings of area not exceeding 0.5 square meter for chimney stacks,cable trays,venilation duct, skylights including scafolding up a heght of 25 mtr. from ground etc.all complete as per drawings,specifications & as directed by Engineer-in charge.Scaffolding required for the work will be measured in item no1. |
| 9 | straight cutting in non- asbestos polypropylene reinforced cement corrugated, semi-corrugated 6 mm thick sheet roofing /Claddind/ventilators for making openings of area exceeding 0.5 square meter for chimney stacks,cable trays,venilation duct, skylights including scafolding up a heght of 25 mtr. from ground etc.all complete as per drawings,specifications & as directed by Engineer-in charge.Scaffolding required for the work will be measured in item no1. |
| 10 | Making the opening in brick masonry including dismantling in floor or walls by cutting masonry and making good the damages to walls and jambs complete, to match existing surface i/c disposal of mulba/ rubbish to the nearest municipal dumping ground for door/ window/ clerestory window. |
| 11 | Removing Existing Mangalore tiles / AC / GI / Galvalume Sheets/polycarbonate plain and corrugated sheets from roof / cladding/ partitions etc in serviceable condition, excluding supporting structure but including scaffolding up to a height of 25.00 mtr from ground, handling, transporting, sorting and stacking at site lead up to 150m and or disposing etc.. all complete as per drawings,specifications & as directed by Engineer-in-charge. Scaffolding required for the work will be measured in item no1. |
| 12 | Dismantling doors, windows, fanlight and clerestory windows (steel or wood) shutter including Frame/chowkhats of area 3 Sqm & below ,removing architrave, holdfasts,Hinges,Door Closer ,Door Stopper & other miscellaneous accessoriesetc.,stacking the serviceable material at stores & disposing un-serviceable material ,Scaffolding complete as per drawings,specifications & as directed by Engineer-in-charge. |
| 13 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. |
| 14 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all loads including all lifts involved. |
| 15 | Providing anti termite treatment conforming to IS- 6313 (part-III) to the sides of flooring of the Existing building by punching/ drilling the holes of 16 mm dia at a distance of 300mm centre to centre and injecting 150 ml untill refusal or to a maximum of 1 Lit. per hole with chloropyrifos EC 20 Emulsion or equivalent of 1% concentration by weight, sealing the hole by filling the putty etc. complete as directed by Engineer-In-Charge with 2 years guaranty. |
| 16 | Excavation for foundations, substructures, basements, tanks, sumps, walls, chambers, manholes, trenches, poles, pits & general building works in all types of soils, vegetable earth, soft murum, running sand, shingle, turf clay, loam, peat, ash, shale, slag, chalk, garbage, muddy/marshy/ slushy soil, marine clay, reclaimed land etc. for depths/lifts upto 1.5M measured from the ground level, including dressing/ trimming the sides, leveling and ramming of bottoms, manual dewatering, removing rank vegetation, backfilling in layers not more than 200 mm thickness, watering, consolidating, compacting to achieve not less then 97% Modified Proctor density conforming to relevant IS, stacking the selected material in measurable heaps for future use within owners space or disposing within an initial lead of 150m as directed, loading, unloading, leveling excluding shoring, strutting etc. complete as directed by Engineer-in-Charge.Note: 1) The rate includes the handling/supporting the existing utilities such as cables, drains, pipes, water mains etc.2) It also includes the royalty and other taxes applicable if any. |
| 17 | Extra over above item for lift from 1.5m to 3.0m. |
| 18 | Filling in embankment and / or low lying ground with contractors murum in layers not exceeding 200mm including breaking of clods and dressing to the required lines, curves and section, watering, consolidating each layer in filled up area by rolling and compacting with vibro roller not less than 10 MT & using other compacting equipment as required to achieve Field C.B.R. not less than 4 in soaked condition etc. complete as directed byEngineer In charge.The rate includes necessary soil testing charges at laboratory & field as per relevant I.S. codes, royalty, octroi and other taxes if any. (Note: 1) Borrow areas selected by CONTRACTOR shall be got approved from Engineer In Charge, before executing the work (2) The rate includes the royalty and other taxes if any.) |
| 19 | Providing & Laying dry stone Rubble Soling with average 230 mm size hard stone set in regular lines, handpacked and interstices thoroughly filled with small chips including filling in with good quality murum brought from outside, compacting with iron rammers, watering, sand spreading 12mm thk. layer of grit on top etc complete as directed by Engineer In Charge. (Note: The rate includes the royalty and other taxes if any) |
| 20 | Providing and laying in position plain cement concrete of Nominal Mix of 1:1.5:3 (1 cement (preferably OPC 43 grade) : 1.5 coarse sand : 3 graded stone aggregate 12.5- 20 mm nominal size) with trap/granite/quartzite/gneiss metal,mixing the concrete in mixer including bailing out water,compacting, finishing surface, curing and including the cost of centering and shuttering,scaffolding at all level etc. complete as per drawings,specifications & as directed by Engineer-in-charge. |
| 21 | Providing and laying in position ready mixed design mix M-20 grade cement concrete for lintels,beams,girder,coping,plinth beam ,floor beam for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying and the cost of centering, shuttering, finishing and excluding reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.The Mix design as per particular specfications shall be got approved by Engineer-in-Charge before execution of the item.The rate shall include cost of all specified materials and operations at all levels and heights, including the cost of centering, shuttering and and excluding reinforcement which shall be paid under relevant item.(Note :- Cement content considered in this item is @ 300 kg/cum as per IS 456 table showing minimum cement content. No extra will be paid nor any amount will recovered on account of variation of cement in mix design as per specifications for controlled concrete). Walls (any thickness) including attached butteresses, retaining wall, shear wall, diaphragm wall,trench,pit walls, etc |
| 22 | Providing and laying in position ready mixed design mix M-20 grade cement concrete for lintels,beams,girder,coping,plinth beam ,floor beam for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying and the cost of centering, shuttering, finishing and excluding reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.The Mix design as per particular specfications shall be got approved by Engineer-in-Charge before execution of the item.The rate shall include cost of all specified materials and operations at all levels and heights, including the cost of centering, shuttering and and excluding reinforcement which shall be paid under relevant item.(Note :- Cement content considered in this item is @ 300 kg/cum as per IS 456 table showing minimum cement content. No extra will be paid nor any amount will recovered on account of variation of cement in mix design as per specifications for controlled concrete). Lintels, beams, plinth beams, girders, floor beam, coping. |
| 23 | Providing and fixing in position TMT steel bars Fe-500 D reinforcement of various diameters for R.C.C. pile, pile caps, footings,raft,retaining wall,shear wall, lift wall, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, coping, fins, arches, etc. as per detailed designs, drawings and bar bending schedules,including straightening, cutting, bending, hooking the bars, binding with wires or tack welding, supporting as required etc. all complete at all levels etc. complete as per drawings,specifications & as directed by Engineer-in-charge. |
| 24 | Providing, detailing, fabricating and fixing at desired location using hot rolled sections made of angles,channels,flats,pipes,plates,joists/beam,cleat etc.of M/s SAIL/TATA/VSP or equivalent brand of grade Fe 250 as per specifications and approved fabrication drawings (which are to be prepared by Contractor and got approved from Engineer), transporting to site and erecting structural steel members for all heights & at all levels including provision of necessary erection bolts, fixing bolts, nuts, washers, cleats, stiffeners, gussets, base plate, and all necessary fixtures and operations like preheating as pe specifications, straightening, bending, cutting,drilling, grinding, machining if specified, welding, grinding and removing the welding burr and preparing surface for painting with wire brush cleaning and applying two coats of epoxy red oxide zinc phosphate primer of 30 microns each and two coats of Epoxy Corrosion Resistant Enamel paint of 30 microns after fabrication including touching up with spray painting after erection ,scaffolding up to a height of 25 mtr. from ground level etc all complete as per drawings,specifications & as directed by Engineer-in-charge. (The qty. for this item shall be measured for gusset plates, base plates, bolts in M.T. Scaffolding required for the work will be measured in item no1.) |
| 25 | Providing and Fixing of Foundation Bolts and nuts in RCC column / pedestal / beam at any level including maintaining the accuracy towards line, level & position including making and using the template etc. complete as directed by Engineer In Charge. (Contractor will take due care for its threads and rusting by applying grease and cotton waste. |
| 26 | Providing and fixing the Mechanical Anchor Fasteners as specified below of Hilti Make or equivalent confirming to IS 1367 (Part 3) at required locations and level including drilling the hole, cleaning and anchoring the bolt as per manufacturers specifications etc. complete as directed by Engineer In Charge. M12x115 |
| 27 | Providing and fixing the Mechanical Anchor Fasteners as specified below of Hilti Make or equivalent confirming to IS 1367 (Part 3) at required locations and level including drilling the hole, cleaning and anchoring the bolt as per manufacturers specifications etc. complete as directed by Engineer In Charge. M16x140 |
| 28 | Providing and fixing the Chemical Anchor Fasteners as specified below of Hilti Make or equivalent confirming to IS1367 (Part 3) at required locations and level including drilling the hole, cleaning with blow pump and anchoring the bolt with chemical as per manufacturers specifications etc. complete as directed by Engineer In Charge. M12 x 110 foil capsule (HVU) & M12 x 160 Rod |
| 29 | Providing and fixing the Chemical Anchor Fasteners as specified below of Hilti Make or equivalent confirming to IS1367 (Part 3) at required locations and level including drilling the hole, cleaning with blow pump and anchoring the bolt with chemical as per manufacturers specifications etc. complete as directed by Engineer In Charge. M16 x 125 foil capsule (HVU) & M16 x 190 Rod |
| 30 | Providing, hoisting and fixing at all level precast reinforced cement concrete work in string courses,bands,copings,drain covers, bed plates, anchor blocks, plain window sills and the like including the cost of required centering, shuttering,pointing the jionts in CM 1:3,curing etc. complete as per drawings,specifications & as directed by Engineer-in-charge. Nominal Mix 1:1.5:3 (1 cement: 2 coarse sand: 4 graded stone aggregate 12.5 - 20mm nominal size) |
| 31 | Providing & laying Brick Masonary work with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 and above in superstructure above plinth level upto floor five level in all shapes and sizes in Cement Mortar 1:4 including Curing, Scaffolding etc.all complete as per drawings,specifications & as directed by Engineer-in-charge. |
| 32 | Providing & Fixing bird wired mesh/wired fabricChiken Mesh (12.5mm x 24 SWG) in strips of 200 mm width or as required over junctions of concrete & brick / block masonry or any other specified location at all heights including minimum 200mm overlap at all joints / junction prior to plastering, drilling, nailing etc. complete as directed By Engineer In Charge. |
| 33 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 and above in superstructure above plinth level up to floor V level in cement Mortar 1:4 (1Cement:4 Coarse Sand) incluidng Scaffolding ,Scaffolding etc.all complete as per drawings,specifications & as directed by Engineer-in-charge. |
| 34 | Extra for providing and placing in position 2 Nos 6mm dia. M.S.bars at every third course of half brick masonry. |
| 35 | Repairs to plaster of thickness 12mm to 20mm in patches (Internal & External Surfaces) of area 2.5 sq. meters and under including cutting the patch in proper shape, rakingout joints and preparing and plastering the surface of the walls ,Scaffolding at a height up to 10.00 mtr, disposal of rubbish to the dumping ground etc.all complete as per drawings,specifications & as directed by Engineer-in-charge. (With cement mortar 1:4 (1 cement : 4 fine sand).) |
| 36 | Providing and applying 12 mm thick internal sand faced plaster in cement mortar 1:3 ( 1 cement (preferably OPC 43 Grade) : 3 Fine river sand) at all heights up to 6 mtr. and locations in one coat for masonry (except stone masonry) and concrete surfaces including racking out joints, hacking of concrete surface, watering, finishing,curing, scaffolding,providing grooves etc. complete as per drawings,specifications & as directed by Engineer-in-charge. |
| 37 | Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface |
| 38 | Providing and applying first single coat of Interior primer and two coats of plastic emulsion paint of an approved make & of approved colour as per manufacturers specifications to any surface, at all height and locations as directed including repairing to scratches using putty,scaffolding, cleaning and preparing surfaces for painting by any approved means etc. all complete as per drawings,specifications & as directed by Engineer-in-charge. |
| 39 | Providing and applying first single coat of interior primer and two coats of acrylic distemper (oil bound distemper) of ASIAN make and of approved colour as per manufacturers specifications to any surface, at all height and locations asdirected including scaffolding, cleaning and preparing surfaces for painting with broom by any approved means, etc.complete all complete as per drawings,specifications & as directed by Engineer-in-charge. |
| 40 | Providing and applying first single coat of approved primer and two or more coats of synthetic enamel paint/flat oil paint of an approved make and colour as per manufacturers specifications to structural steel/Wooden/Plastered wall surface,at all height and locations as directed including scaffolding, cleaning and preparing surfaces for painting by any approved means etc. complete as directed by Engineer-in-charge. |
| 41 | Providing and laying polished 18 mm thick granite slab (natural stone -Machine cut) of an approved quality,colour and size for paving /flooring,Urinal partition,dado.window/ventilator Jamb & Sill,Door Frame,wash basin suppot slabetc. in plain and/or diamond/approved pattern including cement mortar bedding of 20-25 mm thick in 1:4 proportion, cement float, machine cutting, dressing, leveling, jointing, filling the joints with neat cement slurry or with required pigment, machine polishing at site, moulding, chamferimg,curing, finishing, etc. complete as per drawings,specifications & as directed by Engineer-in-charge. |
| 42 | Providing and laying 800 x 800 x 9 to 10 mm thk. Dark/Light colour glazed vitrified tiles as specified below conforming to I.S.15622-2006 with water absorbtion less than 0.08% for flooring & skirting of an approved, quality, make, pattern and size for flooring including cement mortar bedding of 25 mm thick in 1:4 proportion, cutting, leveling, jointing, filling the joints by neat cement slurry or approved colour grout, curing, finishing etc complete as directed by Engineer In Charge. |
| 43 | Providing and laying 25 to 30 mm thick Kota stone polished natural stone (Machine cut) of an approved quality and size for paving /flooring/staircase rise & tread in plain and/or diamond /approved pattern including cement mortar bedding of 25 mm thick in 1:4 proportion, cement float, machine cutting, dressing, leveling, jointing, filling the joints with neat cement slurry or with required pigment, machine polishing at site, curing, finishing, etc complete as directed by Engineer In Charge. |
| 44 | Providing and fixing best quality C.P. Teak wood frame for doors, windows and ventilators size greater than 50mm x 50mm including intermittent supports if required, all moulding, rebating, jointing, holdfasts of MS flats of minimum size 25 x 3 mm, having length of 225 mm for doors & 150 mm for windows and finishing with 3 coats of French polish or one coat of primer and synthetic enamel paint in two coats as directed etc. complete as directed. |
| 45 | Providing and fixing 30mm thick superior quality single leaf B.W.P. grade solid core flush door shutters of standard make conforming to IS:2202- 1991 (Part I & II) including one coat of primer, putty and 2 coats of synthetic enamel paint on both faces etc. with 12 mm thk teak wood lipping all around all around etc.all complete as per drawings,specifications & as directed by Engineer-in-charge. (Hinges, aldrop & standard door hardware to be paid separately) |
| 46 | Providing & fixing following door accessories of approved quality,Size,colour,shape & confirming to the relevant IS standard Including removal of existing fittng in serviceable condition & deposit it to the department store etc.all complete as per drawings,specifications & as directed by Engineer-in-charge. 300mm long standard Stainless Steel Door Handle |
| 47 | Providing & fixing following door accessories of approved quality,Size,colour,shape & confirming to the relevant IS standard Including removal of existing fittng in serviceable condition & deposit it to the department store etc.all complete as per drawings,specifications & as directed by Engineer-in-charge. 100 mm long standard Chromium plated Brass hinges |
| 48 | Providing & fixing following door accessories of approved quality,Size,colour,shape & confirming to the relevant IS standard Including removal of existing fittng in serviceable condition & deposit it to the department store etc.all complete as per drawings,specifications & as directed by Engineer-in-charge. 150 mm long standard anodized aluminium tower blot |
| 49 | Door closer Medium ( for shutter weighting from 36 –60kg) |
| 50 | Chromium plated Brass mortice latch and lock |
| 51 | vision panel of size 300mm x 300mm with 6mm thick glass including T.W. beading |
| 52 | Brass peep hole |
| 53 | Anodized Aluminium door stopper |
| 54 | Providing & fixing Floor spring with brass cover plate of approved brand and manufacture IS : 6315 marked, for doors including cost of cutting floors as required, embedding in floors and cover plates with brass pivot and sing all complete as per drawings,specifications & as directed by Engineer-in-charge. le piece M.S. sheet outer box with slide plate etc. |
| 55 | Providing and fixing 38 mm x 20mm thick teak wood decorativecover moulding around frame of doors, windows and cupboards etc.all complete as per drawings,specifications & as directed by Engineer-in-charge. |
| 56 | Providing and fixing on site VENEER FINISH WALL PANELING made by using approved quality seasoned T.W. framing of 38 x 25 mm at approximately 600 x 450 mm center to center or as per site conditions and covered by12 mm thick marine ply generally confirming to I.S.303 /I.S.710-1980 finished with 3 mm thick group match veneer of approvedquality with groove pattern including all necessary end mouldings, moulding pattern, and melamine polish. Antitermite treatment toplywood and woodwork etc.including all leads & lifts complete as perArchitects detailed drg. & design and as instructed by The Engineer In Charge (Basic Veneer Rate Rs.75/-per sft) |
| 57 | Providing and applying water proof (melamine) polishing to the new or old wood work in two coats including knotting, preparing the surface by scrapping, scaffolding etc. complete as directed |
| 58 | Providing & applying readymade wax polish to the new or old work in two coats including knotting, preparing the surface by scrapping, scaffolding etc. complete as directed. |
| 59 | Providing and fixing anodized (anodic film must not be less than 15 microns i.e. AC-15 as per IS, the anodising must be scaleted by keeping the anodized section in boiling deanodized water for a period of one hour) aluminum fixed/ Two/Three sliding / pivoted / top hung / side hung / louvered type windows, doors, ventilators and partitions conforming to IS:1948, 1961 with hollow bottom section & standard single / two / three / four track frame section all round (top, bottom and sides) with shutter frame made up of standard handle section standard interlocking section and standard top and bottom section with infill panel of plain / frosted / tinted glass/Novapan sheet / acrylic sheet / hardner laminated sheet as listed below with nylon guides, gliders glass fixing PVC weather strips, neoprene gasket, PVC weep holes etc complete with approved type of locking arrangement, handles and other fixtures including fixing, filling the gaps with silicon sealant, cleaning polishing the aluminium section with petrol and / or other agents as specified by the manufacturers ,Scaffolding etc.complete as per drawings,specifications & as directed by Engineer-in-charge. Aluminium Sections used |
| 60 | Providing and fixing anodized (anodic film must not be less than 15 microns i.e. AC-15 as per IS, the anodising must be scaleted by keeping the anodized section in boiling deanodized water for a period of one hour) aluminum fixed/ Two/Three sliding / pivoted / top hung / side hung / louvered type windows, doors, ventilators and partitions conforming to IS:1948, 1961 with hollow bottom section & standard single / two / three / four track frame section all round (top, bottom and sides) with shutter frame made up of standard handle section standard interlocking section and standard top and bottom section with infill panel of plain / frosted / tinted glass/Novapan sheet / acrylic sheet / hardner laminated sheet as listed below with nylon guides, gliders glass fixing PVC weather strips, neoprene gasket, PVC weep holes etc complete with approved type of locking arrangement, handles and other fixtures including fixing, filling the gaps with silicon sealant, cleaning polishing the aluminium section with petrol and / or other agents as specified by the manufacturers ,Scaffolding etc.complete as per drawings,specifications & as directed by Engineer-in-charge. 5 mm thick Plain / frosted / tinted Glass |
| 61 | Providing and fixing anodized (anodic film must not be less than 15 microns i.e. AC-15 as per IS, the anodising must be scaleted by keeping the anodized section in boiling deanodized water for a period of one hour) aluminum fixed/ Two/Three sliding / pivoted / top hung / side hung / louvered type windows, doors, ventilators and partitions conforming to IS:1948, 1961 with hollow bottom section & standard single / two / three / four track frame section all round (top, bottom and sides) with shutter frame made up of standard handle section standard interlocking section and standard top and bottom section with infill panel of plain / frosted / tinted glass/Novapan sheet / acrylic sheet / hardner laminated sheet as listed below with nylon guides, gliders glass fixing PVC weather strips, neoprene gasket, PVC weep holes etc complete with approved type of locking arrangement, handles and other fixtures including fixing, filling the gaps with silicon sealant, cleaning polishing the aluminium section with petrol and / or other agents as specified by the manufacturers ,Scaffolding etc.complete as per drawings,specifications & as directed by Engineer-in-charge. 12 mm thick Novapan sheet conforming to IS:2835-1991 |
| 62 | Providing and fixing SS Mosquito mesh in anodised (anodic film must not be less than 15 microns i.e. AC-15 as per IS, the anodising must be scaleted by keeping the anodized section in boiling de-anodized water for a period of one hour) aluminium shutter fixed in sliding / openable / fixed windows conforming to IS:1948-1961 as per drawing and directed by Engineer In Charge. (Note: For Aluminum Sections, total weight shall be upto 3.5 kg/sq.m.) |
| 63 | Providing and fixing false ceiling with eco-friendly light weight calcium silicate tiles of Spintone/cosmos surface textured \\"Aerolite \\" make or equivalent of size 595 x 595mm having 15 mm thick densified microlook edge and 100% humidity resistence, incombustible as per BS 476 Part IV and thermal conductivity 0.043 w/m° KC and NRC 0.50 placed in true horizontal level suspended grid of size 600x600 mm made from hot dipped GI steel sections on Sillhoutte profile, rotary stitched double webbed white with 6mm reveal profile (white/black), where in main T runner of size 24 mm x 38mm and 0.33 mm thick @ 1200mm center to center and cross T of size 24mm X 28 mm and 0.33 mm thick, 1200 mm long spaced between main tee at 600 mm centre to centre and secondary cross T of Size 24mm X 28 mm x 0.33 thick of length 600 mm to be inter locked at middle of the first cross T in each panel to form grids of 600 mm x 600 mm and resting on periphery wall profile wall section 24 mm x 24mm x 0.40 thickness and laying false ceiling for services like diffusers grills including cutting, making opening for light fitting, fixtures, smoke detectors etc. wherever required, main tee runner to be suspended form ceiling using G.I. soffit cleats of size 25 x 35 x 1.6 mm of required length fixed to the ceiling with12.5mm dia and 50 mm long dash fastener, 4 mm dia G.l adjustable rods with good quality G.I level adjustment clips of 85 X 30 X 0.8mm spaced at 1200 mm center to center along main tee all complete at all heights as per specifications, drawings and as per direction of Engineer - in - Charge. |
| 64 | Providing & fixing factory made Fibreglass Reinforced plastics (F.R.P.) chajja 4 mm thick of required colour, size and design made by Resin Transfer Moulding (RTM)Machine Technology, resulting in void free compact laminate in single piece, having smooth gradual slope curvature for easy drainage of water and duly reinforced by 2 nos vertically and 1 nos horizontally 50x2 mm thick M.S. flat with 12 mm in built hole for grouting on the existing wall along with the 50 mm flanges duly inserted and sealed in the wall complete in one single piece casted monolithically, including all necessary fittings. The FRP chajja should be manufactured using unsaturated Polyester resin as per IS:6746, duly reinforced with fibre glass chopped stand mat (CSM) as per IS:11551 complete with protective gel coat U/V coating on top for complete resistance from the extreme of temperature, weather and sunlight. |
| 65 | Providing and fixing 6 mm thick Non-asbestos high impact Polypropylene reinforced cement corrugated sheet for cladding/Roof Sheet/Ventilators in slope of approved make (Everest) conforming to IS:14871-2000 laying the same in position as per the stipulation in IS: 3007- 1991 using 8mm dia polymer coated iron L or J hook bolts, galvanized iron & bituminous washers, or self drilling fasteners and EPDM washers,galvanized iron clamps, nuts and bolts including Scaffolding up a heght of 25 mtr. from ground etc.all complete as per drawings,specifications & as directed by Engineer-in charge. (Net Area covered by sheeting will be measured. Laps will not be paid separately.All the Safetey PPE's,Safety net ,Roof ladder etc are included in item & no extra payemnet will be made for Safety measures.The sheets shall be laid with a minimum lap of 15 cm at the ends and 2 ridges of corrugations at each side. Sheets shall be fixed to the purlins or other roof members such as hip or valley rafters etc. with galvanised J or L hook bolts and nuts, 8 mm diameter, with bitumen and G.I. limpet washers or with a limpet washer filled with white lead as directed by the Engineer-in-Charge. Agency has to submit the sample of sheet & manfacturing test certificate & get it approved through Engineer Incharge before supply in bulk.Scaffolding required for the work will be measured in item no1. |
| 66 | Providing and fixing in position UV resistant, fire retardant, virtually unbreakable and temperature resistant (-40° C to +130° C) Polycarbonate corrugated sheet of 2mm thickness for roof of approved make to match the roof profile at any height with G.I. J hooks bolts of G.I. clamps nuts & bolts or with self drilling fastener and EPDM washer etc. complete as directed. |
| 67 | Providing and fixing Bare Galvalume/zincalume sheets for roofing single skin trapezoidal profiled sheeting 930 - 1020mm cover width 28-32 mm crests depth at 186-250 c/c ( above 195 mm c/c crest distance there will be minimum 2 ribs at the centre for stiffening). The feed material shall be manufactured from AZ 150 (min. 150 gms/sq.mt total on both sides) Zincalume / Galvalume sheets of minimum yield strength of 550 MPa, 0.45 mm BMT, ( 0.5 mm TCT excluding paint coating thickness), metallic hot dip coated with Al- Zn alloy (55% Aluminium, 43.5% Zinc, 1.5% Si ) as per AS 1397 / IS15961 & painted with Super Durable Polyester Colorbond steel XRW or equivalent quality paint system of apporved color, suitable for exterior application conforming to AS/NZS 2728:2007 type-4 /IS15965:class3 of approved make. The sheet shall have a total coating thickness of 35 microns, super durable polyester paint system of 20 microns on exposed surface and 5 micron reverse polyester coat on back surface over 5 micron primer coat on both surfaces. The paint system shall have stable inorganic pigments for color durability. The product will be fastened using no.12-14x55 mm (or as per design requirement ), mechanically coated with 25 micron Zn-Sn alloy or hot dipped zinc coated with min 40 micron hex self-drilling fasteners with EPDM washer of approved make confirms to AS3566:2002 class 3. |
| 68 | Providing and fixing Colour Coated Galvalume/zincalume sheets for cladding single skin trapezoidal profiled sheeting 930 - 1020mm cover width 28-32 mm crests depth at 186-250 c/c ( above 195 mm c/c crest distance there will be minimum 2 ribs at the centre for stiffening). The feed material shall be manufactured from AZ 150 (min. 150 gms/sq.mt total on both sides) Zincalume / Galvalume sheets of minimum yield strength of 550 MPa, 0.45 mm BMT, ( 0.5 mm TCT excluding paint coating thickness), metallic hot dip coated with Al- Zn alloy (55% Aluminium, 43.5% Zinc, 1.5% Si ) as per AS 1397 / IS15961 & painted with Super Durable Polyester Colorbond steel XRW or equivalent quality paint system of apporved color, suitable for exterior application conforming to AS/NZS 2728:2007 type-4 /IS15965:class3 of approved make. The sheet shall have a total coating thickness of 35 microns, super durable polyester paint system of 20 microns on exposed surface and 5 micron reverse polyester coat on back surface over 5 micron primer coat on both surfaces. The paint system shall have stable inorganic pigments for color durability. The product will be fastened using no.12-14x55 mm (or as per design requirement ), mechanically coated with 25 micron Zn-Sn alloy or hot dipped zinc coated with min 40 micron hex self-drilling fasteners with EPDM washer of approved make confirms to AS3566:2002 class 3. |
| 69 | Grouting pockets, holes, pipe sleeves of any shape or size for column bases, machine foundations, etc. with ready to use non shrink high strength grout of approved make, as per manufacturer’s specifications and instructions/ recommendations, including roughening of surfaces, cleaning with compressed air/ water jets, ramming, curing, etc. complete. |
| 70 | Surfcae Preparation for Micro concrete /Polymer Modified Mortar :- Chipping /removing loose concrete upto reinforcement bars, without damaging the reinforcement, removing all the loose materials and to make all the exposed surfaces free from oil, dust and all impurities including Scaffolding etc complete as per drawings,specifications & as directed by Engineer-in-charge. |
| 71 | Application of Corrosion Inhibitor: Providing & applying One coat of Concrete Penetrating Corrosion Inhibitor (Surface applied) which works on Bipolar Inhibition Mechanism on entire concrete surface to be repaired by using brush or spray at 250 ml per Sq.Mt./Coat or as per manufacturer’s specification and prior to application of first coat of anti corrosive coating to reinforcement,including Scaffolding etc complete as per drawings,specifications & as directed by Engineer-in-charge. |
| 72 | Bond Coat Micro concrete /Polymer Modified Mortar : Providing & applying One coat of structural grade epoxy bond coat by brush conforming to ASTM-C-882-87 to the prepared concrete surface to be repaired / strengthened. This is applied prior to the application of polymer repair mortar / epoxy mortar / Microconcrete to have monolithic action between old concrete surface and new concrete surface including Scaffolding etc complete as per drawings,specifications & as directed by Engineer-in-charge. |
| 73 | Repairing to the existing RCC structural members (vertical or horizontal) using ready mix Polymer Modified Mortar (Fibre reinforced structural grade repair mortar) of approved brand where the thickness of repair is upto 30 mm in two layers. It can be used for carrying out extensive repairs to beams, columns, slab, and other structural elements, repairing of structural members subjected to repetitive loading for strengthening,including Scaffolding etc complete as per drawings,specifications & as directed by Engineer-in-charge. Procedure for carrying out repair Polymer Modified Mortar. Surface preparation- (separate payment shall be made in Item no 57 ) All loose traces of concrete or mortar, dust, grease oil, etc.must be removed. Damaged or contaminated concrete shall be removed to obtain a keyed aggregate exposed surface. Non-impact/ vibrating cleaning methods, e.g. grit or high pressure water blasting are recommended. Clean all exposed reinforcement to a minimum grade of Sa 2 according to ISO 8501-1 / ISO 2944-4. Ensure all visible portions of the reinforcing bar is clean. Where reinforcing bars are corroded, cut back the concrete around the reinforcing bars, Grit blast to remove corrosion products from around reinforcing bars and coat with approved epoxy coating for corrosion protection orany other protective coating as recommended by the Structural Engineer to protect from corrosion. Replace the affected part of rebar if the diameter after grit blasting is found reduced by more than 20% of the original diameter on the advice of the structural engineer responsible for the works. Bond Coat- (separate payment shall be made only for bond coat used for old surface to new surface) Providing & applying One coat of structural grade epoxy bond coat by brush conforming to ASTM-C-882-87 to the prepared concrete surface to be repaired / strengthened and repairing with PMM shall be done when the surface is tacky. Mixing - Only full bags are mixed. Damaged or opened bags should not be used. Mix the ready-mix Polymer Modified Mortar in a forced action pan mixer, or with a helical paddle attached to a low speed (300-600rpm) mixer for 3 minutes until a lump free, thixotropic consistency is achieved. Only use clean water. Mixing water needed: 3.75 to 4.25 litres per 25kg bag or as recommended by the Manufacturer of Polymer Modified Mortar. Allow the mortar to rest for 2 - 3 minutes and then remix briefly before pouring into formwork. If temperature more than 40°C then use chilled water for mixing. Mortar application- The minimum temperatures must be maintained during application and for at least 24 hours thereafter for optimum curing of the product. The prepared substrate should be presoaked, preferably for 24 hours, but at least 2 hours before applying Polymer Modified Mortar. The surface must be saturated surface dry, but without standing water. Polymer Modified Mortar can be spray- or hand-applied. Apply mixed product directly to the prepared damp substrate, or wet on wet onto the primed surface. Spraying the material with the necessary pressure will ensure good adhesion of the material. A thin scrape coat or contact layer before building up to the required thickness, wet on wet, will improve adhesion especially in case of hand application. Apply to the desired layer thickness upto 15 mm in single layer and after hardening, provide second layer of required thickness (total upto 30 mm) and level using a screeding bar, trowel or wooden board. If required, bond coat shall be provided as per the recommendation of manufacturer between two layers of polymer Modified Mortar and no separate payment shall be made for it. (However, between old & new surface of concrete bond coat shall be applied & paid separately) Smoothing with a trowel or finishing by float or sponge can be done as soon as the mortar has begun to stiffen. |
| 74 | Repairing to the existing RCC structural members (vertical or horizontal) using ready mix Micro Concrete of approved brand where the thickness of repair is more than 30 mm and upto 115 mm. It can be used for carrying out extensive repairs to beams, columns and other structural elements, repairing of structural members subjected to repetitive loading & for Jacketing of beams, columns and other structural elements for strengthening.Procedure for carrying out repairing/jacketing using ready mix micro concrete :-1 Surface preparation- (separate payment shall be made in Item No 57 for Surface Preparation) All loose traces of concrete or mortar, dust, grease oil, etc. must be removed. Damaged or contaminated concrete shall be removed to obtain a keyed aggregate exposed surface. Non-impact/ vibrating cleaning methods, e.g. grit or high pressure water blasting are recommended. Cut the edges of the repair vertically to a minimum depth of 20 mm. Clean all exposed reinforcement to a minimum grade of Sa 2 according to ISO 8501-1 / ISO 2944-4. Ensure back of reinforcing bar is also clean. Where reinforcing bars are corroded, cut back the concrete to at least 20mm behind the reinforcing bars and coat old and new with approved epoxy coating for corrosion protection Water Powder ration Grit blast around the reinforcing bars to remove corrosion products or any other method recommended by Engineer In charge or Structural Consultant. Replace the affected part of reinforcing bar if the diameter after grit blasting is found reduced by more than 20% of the original diameter on the advice of the structural engineer responsible for the works. |
| 75 | Lettering or numbering of 40 mm to 50 mm height with paint specified below in any approved colour, style and pattern, including french polishing or synthetic enamel painting the back ground with three coats of approved colour ,Scaffolding up a heigt of 10mtr etc. complete as directed by Engineer-in-charge.With synthetic enamel / oil paint other than golden colour or golden color |
| 76 | Lettering or numbering of 65 mm to 75mm height with synthetic enamel paint/oil paint other than golden colour in any approved colour, style and pattern, including french polishing or synthetic enamel painting the back ground with three coats of approved colour etc. complete as directed by Engineer-in-charge. |
| 77 | Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete. |
| 78 | Providing and fixing brush SS vertical corner protection guard along the convex corner edges of the columns, walls, partitions as directed, of the section of size 50mmx50mm, heavy gauge thickness, upto 1320 mm length with SS countersunk screws including making the wall surface good etc. complete. |
| 79 | Providing, detailing, and fabricating as per specifications, transporting to site and erecting ladder / railing using stainless steel hollow pipes of grade 304 including, S.S. fixtures and fastenings, cleats, stiffeners, gussets etc. and all necessary operations straightening, bending, likecutting, drilling, welding,grinding and removing the welding burr, machining ifspecified, finishing, cleaning etc. complete as directed by Engineer In Charge. |
| 80 | Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing pipe etc. |
| 81 | Dismantling G.I. pipes 15 to 40 mm nominal bore (external work) for Safety Shower including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead,Scaffolding etc.all complete as per direction of Engineer-in-charge : |
| 82 | Providing and fixing (Exposed on wall) 20 mm nominal outer dia Pipes 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 mm 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. |
| 83 | Providing and fixing (Exposed on wall) 25 mm nominal outer dia Pipes 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 mm 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. |
| 84 | Providing and fixing (Exposed on wall) 32 mm nominal outer dia Pipes 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 mm 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. |
| 85 | Providing and fixing 20 mm dia nominal bore G.I. Pipes complete with G.I. fittings and clamps for safety shower including painting with anti corrosive bitumastic paint etc all complete as per direction of Engineer in Charge. |
| 86 | Providing and fixing 25 mm dia nominal bore G.I. Pipes complete with G.I. fittings and clamps for safety shower including painting with anti corrosive bitumastic paint etc all complete as per direction of Engineer in Charge. |
| 87 | Providing and fixing 32 mm dia nominal bore G.I. Pipes complete with G.I. fittings and clamps for safety shower including painting with anti corrosive bitumastic paint etc all complete as per direction of Engineer in Charge. |
| 88 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink without drain board as per IS 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required : 610x460 mm bowl depth 200 mm |
| 89 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink without drain board as per IS 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required : 470x420 mm bowl depth 178 mm |
| 90 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25mm |
| 91 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 32mm |
| 92 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 15 mm nominal Bore |
| 93 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 20 mm nominal Bore |
| 94 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 25 mm nominal Bore |
| 95 | 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. 25 mm nominal bore, 152mm long, weighing not less 440 Grams |
| 96 | 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. 40 mm nominal bore, 206mm long, weighing not less 690 Grams |
| 97 | 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. |
| 98 | Providing and fixing 25 mm ball valve (brass) of approved quality, High or low pressure, with plastic floats etc. complete as directed by Engineer-in-charge. |
| 99 | Removing any existing water proofing layers of I. P. S. with bituminous joints and brick bat concrete over the existing terrace floor, chajja, top of headroom slab and canopy including cement vata and exposing R.C.C. slab top complete. |
| 100 | Waterproofing the terrace slabs with average 100 mm thick, brick bats laid in cement mortar bed 1:4 filled with mortar 1:4 of total thickness 100 mm, laid to slope (1:100) with vata 15 cm, at the junction of walls and IPS flooring (1:2:3) 40 mm thick with admixture, of approved water proofing compound, as per manufacturers specification laid after grouting the slab, finishing curing etc. complete as directed and specified. (Horizontal measurement clear between walls will be paid for) |
| 101 | Providing and fixing 2mm thick Antistatic Vinyl flooring of approved brand, pattern, shade fixed with approved adhesive as per manufacturer's specifications including floor base preparation using epoxy mortar if required. The flooring shall be in roll form etc complete as directed by Engineer In Charge. |
| 102 | Providing and fixing 50 mm thick precast concrete interlocking paving block of concrete grade M30 for non traffic areas like footpath, paving etc. and as per the approved size, pattern, shape, colour, make, conforming to IS 15658, including 30mm thick sand bedding and edge confinements in cement mortar 1:3, laying in perfect line and grade etc. complete. |
| 103 | Providing and applying antifungal self leveling 3mm EPU system including coving at floor wall junction, necessary surface preparation by cleaning and de-dusting. The Systemshall be executed in three stages, firstly by applying a solvent free epoxy primer which has a volumetric ratio of mixing @200 microns dft, then laying 1.8mm self leveling epoxy based screed and finally applying a solvent free EPU (epoxypolyurethane), self leveling coating to yield a dft of 1000 microns. The EPU coating shall be a two component with volumetric ratio of mixing. No fillers shall be added at the site while laying the self leveling EPU including Aisle or zone marking in different colours etc. complete as per manufacturers specifications and as directed & approved by Engineer In-Charge. |
| 104 | Acid Proof Tiles (New):-Providing and laying Acid and Alkali proof brick lining on surface prepared by wire brushes on floor, wall, Pedestals etc. with acid and alkali resistant brick of size 200x200x10 mm, as per the procedure. Providing one coats of bitumen primer conforming to IS 3384, laying 10-12 mm thick layer of bitumen mastic as per IS 9510 over the primer, laying acid and Alkali proof bricks in 6 mm thick Pre-batched phenolic resin bed mortar as per IS 4456, pointing to the joints with phenolic resin Pre-batched mortar as per manufacturers recommendations of approved quality, etc. complete, as per procudeure laid down in IS 4443 and as per specification and as directed by Engineer-in-charge. |
| 105 | Removing damaged Acid proof tiles/loose tiles : Removing acid proof tiles carefully without damaging, cleaning the surface/base of removed tiles for reuse without breakage, including, careful removal of dead mortar clinging to the tiles without damaging the tiles, removal of damaged bedding as required and as direcetdd by the engineer, stacking of serviceable material and disposal of unserviceable material at plant disposal yard, with all leads and lifts as per direction complete as directed by the Engineer. |
| 106 | Refixing of Old Acid Proof Tiles:- Laying of Acid resistant tile flooring using retrived tiles 200x200x10 mm, in this work under different item, on floor, wall, Pedestals etc. as per the laid down procedure by applying one coat of approved quality bitumen primer conforming to IS 3384, laying 10-12 mm thick layer of bitumen mastic as per IS 9510 over the primer, laying acid and Alkali proof bricks in 6 mm thick Pre-batched sodium silicate phenolic resin based bed mortar as per IS 4456, pointing to the joints with phenolic resin Pre-batched mortar as per manufacturers recommendations, raking the joints to full depth from the top surface, removing the raked out mortar and filling the entire depth of joints with phenolic base resin cement mortar conforming to IS 4832 – pt. II including acid wasing, curing etc. complete as per code of practice IS. 4443 specifications at all heights as per drawings, specifications and as directed by the Engineer. including cost of all materials, labour transport etc. all but excluding the cost of Acid restant tiles which will be issued free of cost etc. Complete as per specifications as directed by EIC. |
| 107 | Pointing of joints in existing Acid proof brick lining on floor, wall, Pedestals etc. with phenolic resin of approved quality, as per manufacturer's recommendations and as per code of practice IS 4443 etc. including removing loose material from the joints, making grooves in joints with cutting balde as required, preparation of surface, acid curing, pointing with new acid resistant mortar using phenoplic resin etc. complete as per specification and as directed by Engineer-in-charge. |
| 108 | Attending the complaints for masonary/Plumbing/Carpentry/Fabrication/Tiles Laying etc. as & when required by engaging Skilled personal at site alongwith all tools & tackles etc.complete as directed by the Engineer.( minimum 3 Complaints are to be attended each day along with assistant.Assistant work will be measure in item no 93.) |
| 109 | Assistance to attend the various complaints like Masonary/Carpenterary/ Plumbing/Fabrication etc.& formiscellaneous maintenance jobs (Furniture shifting atoffice,office cleaning work,de-silting work of storm waterdrain,Terrace cleaning work,Water tank clening work etc.) at plant areas including all tools & tackles etc. complete and as directed by the Engineer.( Minimum 3 complaints are to be attended each day either single or with the the skilled worker) |
| 110 | Dismantling and removal of existing electrical installations in a safe and professional manner from board room of size 15meter x 5meter (approx). The scope includes disconnection and removal of approximately 20 electrical items comprising light fittings, ceiling/wall fans (including switch sockets as a part of item ) and other associated electrical accessories. All dismantled materials shall be carefully handled and handed over to department. The contractor shall ensure no damage to equipment / civil structures and follow all electrical safety norms during execution. |
| 111 | Point Wiring for Light/Fan Point with Modular Accessories:Wiring for light point / fan point using 1.5 sq.mm FRLS PVC insulated copper conductor single core wire, drawn through surface or recessed steel/PVC conduit, including the supply and installation of modular switch, modular plate with suitable GI box, and earthing of the point using 1.5 sq.mm FRLS PVC insulated copper conductor wire. |
| 112 | Wiring for Power Plug Point with 2.5 sqmm cu conductor FRLS PVC insulated wires: Wiring for power plug point using 2 nos. of 2.5 sq.mm FRLS PVC insulated copper conductor single core wires for phase and neutral, drawn through surface or recessed steel conduit, along with 1 no. of 2.5 sq.mm FRLS PVC insulated copper conductor wire for loop earthing. The work shall include all necessary terminations, clamping, and routing, ensuring a neat, secure, and reliable installation. All work shall be carried out in compliance with relevant IS/IEC standards and established electrical engineering practices, with due consideration for safety, durability, and ease of maintenance. |
| 113 | Supply and Fixing of Decorative Modular Socket, Switch, Port for internet, telecommunication etc with modular plate on wall panel Supplying and fixing of suitable size GI box with modular plate and cover, suitable for mounting on surface of wall panels for any point for socket, switch, port for internet and telecommunications etc. The item shall be complete with all necessary connections, mounting hardware, and accessories.Installation shall be carried out in a neat, secure manner with good workmanship, strictly conforming to relevant IS/IEC standards and standard electrical installation practices, ensuring durability, safety, and proper functionality. |
| 114 | Percentage on the material cost brought from the Open Market which is not available in above items/PWD-SSR-2023/CPWD DSR-2023& Charges of Designer/Surveyor/Professional services etc.Including cost of Transprtation.( Voucher Amount Without GST) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 01, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 17 daysOct 01, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 17 daysTender Documents
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