Tender For Rectification Of Security Room At Sv-09 & Sv-1G Under Belgaum Base And Miscellaneous Civil Works At Hubli Base
Tender Value
80.88 Lakhs
Estimated cost
Bid Submission
08 Jul 2026
0 days left
EMD
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Bank guarantee accepted
Document Fee
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Non-refundable
Tender Type
Online
Tender Overview
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Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bengaluru Urban → Karnataka
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Not Available
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Not Available
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Project Description
Tender for Rectification Of Security Room At Sv-09 & Sv-1G Under Belgaum Base And Miscellaneous Civil Works At Hubli Base
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 01-Jul-2026 | Corrigendum 01 | Other | 08-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Total Amount with GSTPlease enter GST in % in N column on total Amount |
| 2 | EARTH WORK |
| 3 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 4 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. |
| 5 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas including gettingout and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge.All kinds of soil |
| 6 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers notexceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and liftup to 1.5 m. |
| 7 | Supplying and filling in foundations and basement with filling sand/M-Sand in layers not exceeding 15cm.thick,well watered, rammed and consolidated etc, complete. |
| 8 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5kmalso including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides offoundation etc. complete. |
| 9 | DEMOLISHING & DISMANTLING |
| 10 | Dismantling tile work in floors, wall and roofs laid in cement mortar including stacking material within 50metres lead. For any thickness of tiles |
| 11 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposalof unserviceable material at designated location as per direction of Engineer-in-charge. In cement mortar |
| 12 | Demolishing plain cement concrete/cement concrete manually/ by mechanical means including disposal of materialwithin at designated location as per direction of Engineer-in-charge. Any Mix |
| 13 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal ofunserviceable material at designated location as per direction of Engineer-in-chargee. |
| 14 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, framesarchitrave, holdfasts etc. complete and stacking within 50 metres lead : |
| 15 | Dismantling of all types sanitary fittings (WC, Urinal and wash basin) including stacking of useful materialsnear the site and disposal of unserviceable materials at designated location as per direction of Engineer-in-charge |
| 16 | Removing dry or oil bound distemper, acrylic exterior paint, acrylic emulsion, water proofing cement paint andthe like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratchesetc. complete. |
| 17 | Scrapping and cleaning the old plaster with wire brush, chipping with chisel etc. and preparing the surface forreplastering, raking out joints, including wetting the old bricks/cc block with water, complete to the satisfactionof Engineer-in-charge. |
| 18 | Removing existing chain link fencing, rolling into bundle, stacking the chain link fencing at a designatedlocation as per direction of EIC including dismantling of supporting steel members ( angle, channel, etc.). |
| 19 | Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or bystandard power driven percussion type or of approved make including tapering of all edges, making squareshoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc.and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge |
| 20 | Fixing of the dismantled door/window /ventilator and grouting the same to the wall as per the directions ofEIC. Rate is inclusive of repair of any damaged frame/shutter. |
| 21 | CEMENT CONCRETE & REINFORCED CEMENT CONCRETE |
| 22 | Providing and laying in position specified grade of plain cement concrete, excluding the cost of centering,shuttering, finishing and reinforcement - All work up to plinth level with 1:3:6 (1 cement : 3coarse sand: 6graded stone aggregate |
| 23 | Providing and laying in position cement concrete of specified grade excluding the cost of centering andshuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size) |
| 24 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering,shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3graded stone aggregate 20 mm nominal size) |
| 25 | 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 floorfive level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5coarse sand : 3 graded stone aggregate20 mm nominal size). |
| 26 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth andstring courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor fivelevel, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size) |
| 27 | CENTERING AND SHUTTERING |
| 28 | Centering and shuttering including strutting, propping etc. and removal of form work for |
| 29 | Foundations, footings, bases of columns, etc. for mass concrete |
| 30 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 31 | Suspended floors, roofs, landings, balconies and access platform |
| 32 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 33 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 34 | MASONRY WORK |
| 35 | Brick work with locally available burnt clay bricks in cement mortar 1:6 (1cement:6coarse sand) as per thedirections of EIC in foundation and plinth in in Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 36 | Providing and laying Autoclaved Aerated concrete (AAC) blocks masonry with 150mm/230mm/300 mm thickwith Grade-I AAC blocks of density 551 to 650 kg/ cum conforming to IS: 2185 (Part 3) in super structureabove plinth level up to floor V level with RCC band at sill level and lintel level with approved block layingpolymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCCband and reinforcement shall be made for separately). |
| 37 | Providing and laying Autoclaved Aerated concrete (AAC) blocks masonry 100 mm/ 125 mm thick with Grade-IAAC 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. |
| 38 | Block work with cement concrete blocks at all levels and in all shapes and sizes in Cement mortar 1:6 (1cement : 6 coarse sand) above plinth level up to floor five level |
| 39 | Half Block work with cement concrete blocks in superstructure above plinth level up to floor V level. Cementmortar 1:4 (1 cement :4 coarse sand) |
| 40 | PLASTER & PAINTING WORK |
| 41 | 12mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) |
| 42 | 15 mm cement plaster on rough side of single or half brick wall of mix 1:4 (1 cement: 4 coarse sand) |
| 43 | 6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand) |
| 44 | Extra for Providing & Applying Dr. Fixit Pidicrete URP or equivalent as per list of makes in proportions asper manufacturers specifications in cement plaster for wall waterproofing works. |
| 45 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. Meters and under, including cuttingthe patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete,including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. Withcement mortar 1:4 (1 cement : 4 sand). |
| 46 | Providing and fixing GI hexagonal chicken wire mesh of size 12mm x22g OR any other size as required at thejunction of dissimilar surfaces of brick masonry wall and R C C column by beams and other location asdirected by EIC including necessary nails for fixing etc, complete all as per specification and direction ofEngineer -in -charge for all floor at all heights. |
| 47 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand andmanufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 48 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade |
| 49 | Two or more coats on new work |
| 50 | One or more coats |
| 51 | 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 @ 2.20 kg/10 sqm) |
| 52 | Finishing walls with Acrylic Smooth exterior paint of required shade : Old work (One or more coat applied @0.90 ltr/10 sqm). |
| 53 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an evenshade : One or more coats on old work. |
| 54 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an evenshade : Two or more coats on new work |
| 55 | Neat cement punning. |
| 56 | REINFORCEMENT & STEEL WORK |
| 57 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding allcomplete at all levels. Thermo-Mechanically Treated bars of grade Fe-500 or more |
| 58 | Structural steel work riveted, bolted or welded in rolled/built up sections, trusses and framed work, includingcutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. This alsoincludes base plate, hand rail, gratings, frames, guard bar, ladder, railings, brackets, gate (including fittings likebush, hinge al-drop tower bolt etc) and similar works. |
| 59 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or roundbars etc. including priming coat with approved steel primer all complete. |
| 60 | Providing and fixing bolts including nuts and washers complete (MS/GI) as per direction of Engineer -in -charge |
| 61 | FLOORING |
| 62 | Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer)with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in allcolours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement:4 coarse sand) jointing with grey cementslurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles mustbe cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier,wedge, clips of required thickness, levelling system and rubber mallet for placing the tiles gently and easily.Double charge vitrified tile polished finish of Size of Tile 600 x 600 mm |
| 63 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with waterabsorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm |
| 64 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified bythe manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size asapproved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing inwhite cement mixed with pigment of matching shade complete. tiles size 300x300mm |
| 65 | Providing and laying Ceramic matt finish/antiskid floor tiles of size 300x300 mm (thickness to be specified bythe manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory,Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing withgrey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc.,complete. |
| 66 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thickcement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size)by volume, hardening compound as per manufacturer's specifications. This includes cost of cement slurry, butexcluding the cost of nosing of steps etc. complete. |
| 67 | SANITARY INSTALLATION & PLUMBING |
| 68 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat andlid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device(handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and makinggood the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid |
| 69 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste ofstandard pattern, flexible waste pipe including painting of fittings and brackets, cutting and making good thewalls wherever require: White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P.brass pillar tap |
| 70 | Providing & Fixing Health faucet and flexible tube including fitting |
| 71 | Connecting overhead water tank with wash basin, water closet, taps with CPVC pipe of suitable sizes, fittingsetc complete as per the directions of EIC. The item is inclusive of pipe, bends, elbow, valve of necessary sizeas per engineering practices. The item is inclusive of requisite material and labour, transportation etc so thatwater reaches over head tank to wash basin, water closet and connected taps etc complete. |
| 72 | Connecting Water closet, wash basin, etc., with septic tank/Sewer line and soak pit with PVC Pipes of requireddia including bends, fittings, traps, etc complete to make it working condition as per the directions of EIC. Thecost is inclusive of material and labour. |
| 73 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15 mm nominal bore |
| 74 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & coldwater supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings withone step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer inCharge. External work. |
| 75 | 25 mm nominal dia Pipes |
| 76 | 50 mm nominal dia Pipes |
| 77 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 78 | 25 mm nominal bore |
| 79 | 50 mm nominal bore |
| 80 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. |
| 81 | 25 mm nominal dia Pipes |
| 82 | 50 mm nominal dia Pipes |
| 83 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screwsetc. complete (New work) : |
| 84 | 25 mm nominal bore |
| 85 | 50 mm nominal bore |
| 86 | Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : |
| 87 | 25 mm diameter pipe |
| 88 | 50 mm diameter pipe |
| 89 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & coldwater supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of jointscomplete as per direction of Engineer in Charge. Internal work - Exposed on wall ,25 mm nominal dia Pipes |
| 90 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the wallsetc. Internal work - Exposed on wall ,25 mm dia nominal bore |
| 91 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conformingto IS:8931 : 15mm nominal bore |
| 92 | Providing and fixing uplasticised PVC connection pipe with brass unions. 15 mm nominal bore up to 45 cmlength |
| 93 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, withcover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes butwithout fittings and the base support for tank. |
| 94 | Providing and fixing ball/float valve (brass) of approved quality, High or low pressure, with plastic floatscomplete :20/25 mm nominal bore |
| 95 | DOOR & WINDOW |
| 96 | Providing and fixing factory made uPVC white colour sliding glazed window up to 1.50 m in height dimensioncomprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforcedwith 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length(shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVCextruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zincalloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size forfixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitredcut and fusion welded at allcorners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gapbetween frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod ofrequired size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge.(Single / double glass panes, wire mesh and silicon sealant shall be paid separately). Variation in profiledimension in higher side shall be accepted but no extra payment on this account shall be made.Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width ofprofile shall be acceptable.Two track two panels sliding window made of (big series) frame 67 x 50 mm & sash 46 x 62 mm bothhaving wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.75 sqm up to 2.50 sqm). |
| 97 | Providing and fixing factory made uPVC white colour fixed glazed windows/ ventilators comprising of uPVCmulti-chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2mmthick galvanized mild steel section made from roll forming process of required length (shape & size accordingto uPVC profile), , uPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screwsetc. Profile of frame shall be mitred cut and fusion welded at all corners, mullion (if required) shall be alsofusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rodof required size and of approved quality, all complete as per approved drawing & direction ofEngineer-in-Charge.(Single / double glass panes and silicon sealant shall be paid separately). Variation in profile dimension inhigher side shall be accepted but no extra payment on this account shall be made.Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth &width of profile shall be acceptable.Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wallthickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.) |
| 98 | Providing and fixing factory made uPVC white colour casement/ Casement cum fixed glazed door comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, zinc alloy (white powder coated) 3D hinges and one handle on each side of panels along with zinc plated mild steel multi point locking having transmission gear, cylinder with keeps and one side key, G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws, etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Casement door with top hung ventilator with 3D and S.S. friction hinges (400 x 19 x 1.9 mm) made of (bigseries) frame 67 x 64 mm, sash 67 x 110 mm & mullion 67 x 80 mm all having wall thickness of 2.3 ±. 0.2 mm and single glazing bead / double glazing bead of appropriate dimension.(Area of door up to 2.50 sqm) |
| 99 | Providing and Fixing factory made uPVC door frame, made of uPVC extruded sections, of size 65 mm x 55mm with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be mitred cut and jointed withplastic brackets and stainless steel screws, reinforcing hinge side vertical of the frames with PVC profile of Size28 mm x 30 mm having wall thickness 2 mm (±0.2 mm), including providing & fixing 3 nos of 125 mmlong stainless steel hinges to the frame, fixing the frame with jamb with required number & size of anchordash fasteners, all complete as per manufacturer's specification and direction of Engineer-in-charge |
| 100 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors,windows and clerestory windows ( area of opening for panel inserts excluding portion inside grooves or rebatedto be measured). Panelling for panelled and glazed shutters 25mm to 40mm thick: Pre-laminated with decorativelamination on both side exterior Grade - I MDF Board 12 mm thick confirming to IS:14587 |
| 101 | Providing and fixing glazing in UPVC door, window, ventilator shutters and partitions etc. with EPDM rubber /neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge Withfloat glass panes of 5 mm thickness |
| 102 | PILE WORK |
| 103 | Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamedpiles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working loadnot less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonitesolution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for paymentshall be measured up to to the bottom of pile cap) : 300 mm dia piles |
| 104 | Extra over single under ream for providing additional bulbs in under reamed piles, under specified diameter(onlythe nos. of extra bulbs are to be paid) 300 mm dia piles |
| 105 | Extra for using M-35 cement concrete in place of M-25 cement concrete in above piling item. |
| 106 | OTHER MISCELLANEOUS |
| 107 | Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as perspecifications and direction of Engineer-SBR Polymer (@10% of cement weight) modified cementitious bond coat@ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer |
| 108 | Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4(1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications anddirections of Engineer-in-charge. Note: Measurement and payment: The pre-measurement of thickness shall bedone just after the surface preparation is completed. 25 mm average thickness in 2 layers. |
| 109 | Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-combarea of concrete/ masonry by suitable gun/pump at required pressure including cutting of nipples after curingetc. complete as per directions of Engineer-in- Charge. Epoxy injection grout in concrete/RCC work ofapproved make.(The payment shall be made on the basis of actual weight of approved grout injected.) |
| 110 | Providing and inserting 12mm dia galvanised steel injection nipple in honey comb area and along crack lineincluding drilling of holes of required diameter (20mm to 30mm) up to depth from 30mm to 80mm at requiredspacing and making the hole & crack dust free by blowing compressed air, sealing the distance betweeninjection nipple with adhesive chemical of approved make and allow it to cure complete as per direction ofEngineer-In-Charge. |
| 111 | Crack Repair Works; Carrying out the filling of all Major Cracks in the external Plaster up to 10 mm width tobe cut in 'V' shape with cutting machine, wash to remove loose particles by providing & applying Dr. FixitCrack-X Shrink free or Sunanda POLYFILLAR or equivalent Crack filling Compound as per list of makes forall level and height. Work to be executed as per manufacturer specification, rates includes cost of labour,material, scaffolding, machines etc. all complete. |
| 112 | Providing and laying integral cement based water proofing treatment including preparation of surface as requiredfor treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compoundconforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls up to300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cementmortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 andapproved by Engineeringchargeover 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with waterproofing compound conforming to IS : 2645 and approved by Engineering-charge to required slope and treatingsimilarly the adjoining walls up to 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cementadmixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand)admixed with water proofing compound conforming to IS : 2645 and approved byEngineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finallyfinishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mmdeep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curingand for final test.#All above operations to be done in order and as directed and specified by theEngineer-in-Charge :With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 113 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A,including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Singlesocketed pipes. 110 mm diameter including fittings like bend, elbow, coupler, shoe etc. |
| 114 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm anddown gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :In75x75 mm deep chase |
| 115 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns,drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratorymethod using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand,compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer throughvibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as perrequired size and pattern, finishing and sweeping extra sand. complete all as per direction ofEngineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved colour design and pattern. |
| 116 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm includingstrengthening with 2 mm dia wire at spacing @ 400mm centre to centre or part thereof including clips, nuts,bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4mm |
| 117 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openablelength ( total length 90 m), having 50 nos rounds per 6 metre length, up to 3 m height of wall with existingangle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, studtied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied toangle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Springcore (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 118 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wetmix macadam (WMM) specification including premixing the material with water at OMC in for all leads &lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well preparedsurface and compacting with Plate vibrator/vibratory rammer all complete as per specifications and directions ofEngineer-in-Charge. |
| 119 | Cleaning, erecting, placing in position (including cutting & welding, as required) and refixing structural steelmaterial including grills, steel gates, angle posts, etc. as per the direction of Engineer-in-charge. |
| 120 | Supply and injecting (using grout/injection gun) fischer FIS V Plus 360S or equivalent injection mortar includingdrilling & cleaning hole for rebar connections etc. all complete. ( 1 EA = 1 cartridge of 360ml). (Cost ofreinforcement for rebar shall be paid separately) |
| 121 | Providing and fixing of chemical anchor fastener of required Dia of HILTI/FISCHER make with injectionmortar including all tools, manpower etc. all complete |
| 122 | \\"Design services: Arranging services of structural consultant for designing restoration/rectification scheme ofSV09 and SV1G as per latest IS Specifications and latest industrial practices and suitable for the site location.The job involves planning in consultation with GAIL, structural design/analysis including the design calculationsand submission of all IFC structure & architecture drawings.Note: Complete job of SV09 and SV1G shall be treated as 1 Unit.\\" |
| 123 | Electrical |
| 124 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copperconductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modularplate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single corecable etc. as required. Group A |
| 125 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copperconductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modularplate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single corecable etc. as required. Group B |
| 126 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulatedcopper conductor, single core cable in surface/ recessed steel conduit as required |
| 127 | 2 X 6 sq. mm + 1 X 6 sq. mm earth wire |
| 128 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 129 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 130 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"C\\" curve, Single pole, miniature circuit breakersuitable for inductive load of following poles in the existing MCB DB complete with connections, testing andcommissioning etc. as required. |
| 131 | Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, onsurface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections,powder painted including earthing etc. as enquired. (But without MCB/RCCB/Isolator) : 8 way , Double door |
| 132 | SITC Distribution board with incomer Double Pole 40A MCB and outgoing 2nos 10A Single pole MCB & 1no.20A single Pole MCB. |
| 133 | Supply & Fixing in position including connection /terminations testing and commissioning of 9\\" Metallic Exhaustfan |
| 134 | Supply & Fixing in position including connection / termination testing and commissioning of 4 feet 20 W TubeLED Light fittings. (Crompton/Wipro/Philips/Bajaj) |
| 135 | Supply & Fixing in position including connection /terminations testing and commissioning of 42\\" Ceiling fan |
| 136 | Supply & Fixing two module stepped type electronic FAN Regulator |
| 137 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recessincluding cutting the wall and making good the same in case of recessed conduit as required. 25 mm |
| 138 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recessincluding cutting the wall and making good the same in case of recessed conduit as required.40 mm |
| 139 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess,including providing and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch,connections etc. as required. (For light plugs to be used in non residential buildings). |
| 140 | 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. |
| 141 | Holding into position & Erection of metallic pole in cement concrete foundation as required. Cost of Excavation, concrete, shuttering, reinforcement shall be paid separately. Pole height up to 8m. The item also includes fixing & connection of street light. |
| 142 | SITC of IP65 dust-proof and water-resistant outdoor post top (gate light) (PHILIPS Material number (12NC) 919215851260 OR EQUIVLENT) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 01, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 08, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedJul 08, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedTender Documents
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