Sales : +91-777 804 8217
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 29-05-2026 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 02-06-2026 |
| Sl. No. | Item Description |
| 1 | Earth work |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) |
| 5 | Providing and laying in position specified grade of reinforced cemenconcrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 6 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, colupillars, piers, abutments, posts and struts etc. above plinth level up tfloor five level, excluding cost of centering, shuttering, finishing andreinforcement : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 7 | Centering and shuttering including strutting, propping etc. and remoof form for : 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete |
| 8 | Centering and shuttering including strutting, propping etc. and remoof form for : 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 9 | Centering and shuttering including strutting, propping etc. and remoof form for : 5.9.16 Edges of slabs and breaks in floors and walls 5.9.16.1 Under 20 cm wide |
| 10 | Edges of slabs and breaks in floors and walls 5.9.16.2 Above 20 cm wide |
| 11 | Providing, hoisting and fixing above plinth level up to floor five reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including thcost of required centering, shuttering but , excluding cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 12 | Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 6mm nominal size ), reinforcedwith 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement3 fine sand) etc. complete, excluding plastering of the jambs, sills andsoffits. 5.18.1 50 mm thick |
| 13 | Steel reinforcement for R.C.C. work including straightening, cuttinbending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 14 | Steel reinforcement for R.C.C. work including straightening, cuttibending, placing in position and binding all complete above plinth level5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 15 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centerinshuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durabilias per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately). 5.33.1 All works upto plinth level |
| 16 | Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable /recoverable separately. 5.34.1 Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum) |
| 17 | Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in : 6.34.2 Cement mortar 1:6 (1 cement : 6 Coarse sand) |
| 18 | Half brick masonry with non modular fly ash bricks of class designa10, conformingio IS :12894, in super structure above plinth and upto floor V level. 6.45.2 Cement mortar 1 : 4 (1 cement : 4 coarse sand) |
| 19 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement,mixed with matching pigment, epoxy touch ups, including rubbing, curing,moulding and polishing to edges to give high gloss finish etc. complete at all levels 8.2.2 Granite of any colour and shade 8.2.2.2 Area of slab over 0.50 sqm |
| 20 | Mirror polishing on marble work/Granite work/stone work where ever required to give high gloss finish complete |
| 21 | Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete. 8.8.1 Wedge expansion type 8.8.1.3 Fastener with threaded dia 12 mm |
| 22 | Providing and fixing ISI marked flush door shutters conforming to I2202 (Part I) non-decorative type, core of block board construction withframe of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 9.21.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 23 | Providing and fixing ISI marked oxidised M.S. sliding door bolts winuts and screws etc. complete : 9.62.1 300x16 mm |
| 24 | Providing and fixing IS : 12817 marked stainless steel butt hinges stainless steel screws etc. complete : 9.70.1 125x64x1.90 mm |
| 25 | Providing and fixing bright finished brass door latch with necessaretc. complete : 9.75.1 300x16x5 mm |
| 26 | Providing and fixing bright finished brass handles with screws etc.complete: 9.81.1 125 mm |
| 27 | Providing and fixing aluminium die cast body tubular type universalhydraulic door |
| 28 | Providing and fixing aluminium sliding door bolts, ISI marked anodi(anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour orshade, with nuts and screws etc. complete : 9.96.1 300x16 mm |
| 29 | Providing and fixing aluminium tower bolts, ISI marked, anodised (acoating not less than grade AC 10 as per IS : 1868 ) transparent or dyedto required colour or shade, with necessary screws etc. complete : 9.97.1 300x10 mm |
| 30 | Providing and fixing aluminium handles, ISI marked, anodised (anodcoating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 9.100.1 125 mm |
| 31 | Providing and fixing aluminium handles, ISI marked, anodised (anodcoating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 9.100.2 100 mm |
| 32 | Providing and fixing aluminium hanging floor door stopper, ISI maranodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. 9.101.1 Single rubber stopper |
| 33 | Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws,joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer#specification and direction of Engineer-in-charge 9.117.1 Extruded section profile size 48x40 mm |
| 34 | Providing and fixing to existing door frames. 9.118.1 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wallthickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter). |
| 35 | Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete |
| 36 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 37 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strengthconforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover |
| 38 | Providing and fixing mild steel round holding down bolts with nuts andwasher plates complete |
| 39 | Steel work welded in built up sections/ framed work, including cuthoisting, fixing in position and applying a priming coat of approved ste primer using structural steel etc. as required. 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gate and similar works |
| 40 | Providing and fixing stainless steel ( Grade 304) railing made of tubes, channels, plates etc., including welding, grinding, buffing, poliand making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railinwith necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side waist slab with suitable arrangement as per approval of Engineer-in#char shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 41 | Providing & fixing glass panes with putty and glazing clips in stewindows, clerestory windows, all complete with : 10.30.1 4.0 mm thick glass panes |
| 42 | Providing and fixing glass strips in joints of terrazo/ cement confloors. 11.13.1 40 mm wide and 4 mm thick |
| 43 | Providing and laying vitrified floor tiles in different sizes (thispecified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shadeslaid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. 11.41.2 Size of Tile 600x600 mm |
| 44 | Marble stone flooring with 18 mm thick marble stone, as per samplemarble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with : 11.23.4 Black Zebra |
| 45 | Providing reinforced by organic fibres and/or inorganic synthetic fibres cement 6 mm thick corrugated sheets (as per IS: 14871) roofing up to any pitch and fixing with polymer coated J, or L hooks, bolts and nuts 8 mm dia. G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required. |
| 46 | Providing and fixing ridges and hips in fibre cement reinforced byorganic fibres and/or inorganic synthetic fibres roofing with suitable fixing accessories or self drilling fastener and EPDM washer etc. complete. 12.12.1 Corrugated serrated adjustable ridges |
| 47 | Providing and fixing on wall face unplasticised Rigid PVC rain watpipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 12.41.2 110 mm diameter |
| 48 | Providing and fixing on wall face unplasticised - PVC moulded fittaccessories for 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. 12.42.5 Bend 87.5° 12.42.5.2 110 mm bend |
| 49 | Providing and fixing precoated galvanised iron profile sheets (sizshape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer#in-chascrews of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trussesand including cutting to size and shape wherever required. |
| 50 | Providing and fixing precoated galvanised steel sheet roofing acce0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : 12.51.1 Ridges plain (500 -600mm) |
| 51 | 12.51 Providing and fixing precoated galvanised steel sheet roofing acce0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : 12.51.5 Crimp curve |
| 52 | 12.51 Providing and fixing precoated galvanised steel sheet roofing acce0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : 12.51.6 Gutter (600 mm over all girth) |
| 53 | 12 mm cement plaster 1:2 (1 cement : 2 stone dust) |
| 54 | 20 mm cement plaster 1:2 (1 cement : 2 stone dust). |
| 55 | Providing and applying plaster of paris putty of 2 mm thickness ovplastered surface to prepare the surface even and smooth complete |
| 56 | White washing with lime to give an even shade : 13.37.1 New work (three or more coats) |
| 57 | Applying one coat of water thinnable cement primer of approved braand manufacture on wall surface : 13.43.1 Water thinnable cement primer |
| 58 | Applying priming coat: 13.50.4 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat) |
| 59 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 13.61.1 Two or more coats on new work |
| 60 | Providing and applying white cement based putty of average thickne1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 61 | Distempering with 1st quality acrylic distemper, having VOC (VolatOrganic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. 13.81.1 One coat |
| 62 | Distempering with 1st quality acrylic distemper, having VOC (VolatOrganic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour 13.81.2 Two coats |
| 63 | Wall painting with acrylic emulsion paint, having VOC (Volatile OrCompound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. 13.82.1 One coat |
| 64 | Wall painting with acrylic emulsion paint, having VOC (Volatile OrCompound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour 13.82.2 Two coats |
| 65 | Renewal of old putty of glass panes (length) |
| 66 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm 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 there after .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-charfor payment purpose .The payment will be made once irrespective of duration of scaffolding. Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done. |
| 67 | Supplying at site : 16.15.1 R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarsesand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-in#charge (cost of ein foundation to be paid separately). |
| 68 | Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. 16.18.1 With G.I. barbed wire |
| 69 | Providing and applying 2.5 mm thick road marking strips (retro#refby fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications |
| 70 | Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge |
| 71 | Providing and fixing G.I. chain link fabric fencing of required wimesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. 16.70.2 Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade |
| 72 | 16.4 Laying, spreading and compacting stone aggregate of specified sizesto WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate,watering and compacting to the required density |
| 73 | Providing and laying gang saw cut 30 mm thick, mirror polished premoulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge. 16.87.1 With granite stone of area less than 0.50 sqm |
| 74 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. braspillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 17.7.2 White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap |
| 75 | Providing and fixing controlled flush, low level cistern made of vchina with all fittings complete. 17.19.2 10 litre (full flush) capacity-coloured |
| 76 | Providing and fixing P.V.C. waste pipe for sink or wash basin inclP.V.C. waste fittings complete. 17.28.2 Flexible pipe 17.28.2.1 32 mm die |
| 77 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete |
| 78 | Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. 17.69.2 Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms |
| 79 | Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with 1/2\\" BSP thread and shapes, weighing not less than 60 gms |
| 80 | Providing and fixing PTMT urinal cock of approved quality and colo17.76.1 15 mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female threads weighing not less than 48 gms |
| 81 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous chinacistern with dual flush fitting,of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres),including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. |
| 82 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. |
| 83 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 18.7.2 20 mm nominal outer dia Pipes |
| 84 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 18.7.3 25 mm nominal outer dia Pipes |
| 85 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 18.7.4 32 mm nominal outer dia Pipes |
| 86 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 18.7.6 50 mm nominal outer dia Pipes |
| 87 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittinwith one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 18.9.2 20 mm nominal outer dia Pipes |
| 88 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittinwith one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 18.9.3 25 mm nominal outer dia Pipes |
| 89 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittinwith one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 18.9.7 62.50 mm nominal inner dia Pipes |
| 90 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittinwith one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 18.9.9 100 mm nominal inner dia Pipes |
| 91 | Providing and fixing brass bib cock of approved quality 18.15.2 20 mm nominal bore |
| 92 | Providing and fixing brass stop cock of approved quality : 18.16.2 20 mm nominal bore |
| 93 | Providing and fixing gun metal gate valve with C.I. wheel of approquality (screwed end) : 18.17.1 25 mm nominal bore |
| 94 | Providing and fixing gun metal gate valve with C.I. wheel of appro18.17.1A 20 mm nominal bore |
| 95 | Providing and fixing gun metal gate valve with C.I. wheel of approquality (screwed end) : 18.17.4 50 mm nominal bore |
| 96 | Providing and placing on terrace (at all floor levels) polyethylenstorage tank, IS : 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. |
| 97 | Providing and fixing PTMT bib cock of approved quality and colour.18.54.1 15mm nominal bore, 86 mm long, weighing not less than 88 gms |
| 98 | Providing and fixing PTMT stop cock of approved quality and colour18.55.1 15 mm nominal bore, 86 mm long, weighing not less than 88 gms |
| 99 | Providing and fixing PTMT pillar cock of approved quality and colo18.56.1 15 mm nominal bore, 107 mm long, weighing not less than 110 gms |
| 100 | Providing and fixing PTMT Ball cock of approved quality, colour anmake complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball. 18.62.1 15 mm nominal bore, 105 mm long, weighing not less than 138 gms |
| 101 | Providing and fixing PTMT Ball cock of approved quality, colour anmake complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball. 18.62.2 20 mm nominal bore, 120 mm long, weighing not less than 198 gms |
| 102 | Providing and fixing PTMT Ball cock of approved quality, colour anmake complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball. 18.62.3 25 mm nominal bore, 152mm long, weighing not less than 440 gms |
| 103 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms |
| 104 | Providing and fixing PTMT extension nipple for water tank pipe, fiof approved quality and colour. 18.75.1 15 mm nominal bore, weighing not less than 32 gms |
| 105 | Providing and fixing PTMT extension nipple for water tank pipe, fiof approved quality and colour 18.75.2 20 mm nominal bore, weighing not less than 40 gms |
| 106 | Supplying and fixing C.I. cover 300x300 mm without frame for gullytrap (standard pattern) the weight of cover to be not less than 4.5 kg |
| 107 | Providing and fixing aluminium work for doors, windows, ventilatorsand partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : 21.1.1 For fixed portion 21.1.1.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) |
| 108 | Providing and fixing aluminium work for doors, windows, ventilatorsand partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : 21.1.2 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) 21.1.2.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) |
| 109 | Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer#i21.2.2 Pre-laminated particle board with decorative lamination on both sides |
| 110 | Providing and fixing glazing in aluminium door, window, ventilator and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge (Cost of aluminium snap beading shall be paid in basic item): 21.3.1 With float glass panes of 4.0 mm thickness (weight not less than 10 kg/sqm) |
| 111 | 21.10 Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete |
| 112 | Providing and fixing anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868. Minimum anodic coating of grade AC 15) sub frame work for windows and ventilators with extruded built up standard tubular sections of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of requireddia and size (Dash fastener to be paid for separately). |
| 113 | Providing and laying four courses water proofing treatment with bitfelt over roofs consisting of first and third courses of blown bitumen 85/25 or 90/15 conforming to IS : 702 applied hot @ 1.45 Kg per square metre of area for each course, second course of roofing felt type 3 grade-I (hessian based self finished bitumen felt) and fourth and final course of stone grit 6 mm and down size or pea sized gravel spread at 6 cubic decimeter per square metre, including preparation of surface but excluding grading complete with : 22.8.1 Bitumen felt (hessian base) type 3 grade I conforming to IS : 1322 |
| 114 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil. |
| 115 | Excavating holes more than 0.10 cum & upto 0.5 cum including gettinout the excavated soil, then returning the soil as required in layers noexceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 m. 2.30.1 All kinds of soil |
| 116 | Surface dressing of the ground including removing vegetation and into 50 m and lift up to 1.5 m. 2.28.1 All kinds of soil |
| 117 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.2 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 118 | Providing and laying in position specified grade of reinforced cemenconcrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 119 | Centering and shuttering including strutting, propping etc. and remoof form for : 5.9.3 Suspended floors, roofs, landings, balconies and access platform |
| 120 | Centering and shuttering including strutting, propping etc. and remoof form for : 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts |
| 121 | Providing, hoisting and fixing up to floor five level precast reinfconcrete in small lintels not exceeding 1.5m clear span up to floor fivelevel, including the cost of required centering, shuttering but , excludthe cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone |
| 122 | Encasing rolled steel sections, in beams and columns, with cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size), including centering and shuttering complete but , excluding cost of reinforcement |
| 123 | Providing and filling in position bitumen mix filler of proportion hot bitumen, 1 kg. of cement and 0.25 cubic metre of coarse sand for expansion joints. |
| 124 | Providing and fixing sheet covering over expansion joints with ironas per design. 5.29.2 Aluminium fluted strips 3.15 mm thick. 5.29.2.1 150 mm wide |
| 125 | Add for using extra cement in the items of design mix over and abovthe specified cement content therein. |
| 126 | Extra for fixing marble /granite stone, over and above correspondingbasic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. |
| 127 | Extra for providing opening of required size & shape for wash basin/kitchen sink in kitchen platform, vanity counter and similar location inmarble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complet |
| 128 | Extra for Providing and fixing flush doors with decorative veneerinof non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) 9.22.1 On one side only |
| 129 | Providing and fixing M.S. grills of required pattern in frames of wetc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 9.48.1 Fixed to steel windows by welding |
| 130 | Providing and fixing ISI marked M.S. pressed butt hinges bright finwith necessary screws etc. complete : 9.55.2 100x58x1.90 mm |
| 131 | Providing and fixing ISI marked M.S. pressed butt hinges bright finwith necessary screws etc. complete : 9.55.4 50x37x1.50 mm |
| 132 | Providing and fixing ISI marked, IS : 1341, M.S. heavy weight butt with necessary screws etc. complete : 9.56.1 125x90x4.00 mm |
| 133 | Providing and fixing ISI marked, IS : 1341, M.S. heavy weight butt with necessary screws etc. complete : 9.56.2 100x75x3.50 mm |
| 134 | Providing and fixing ISI marked oxidised M.S. tower bolt black fini(Barrel type) with necessary screws etc. complete : 9.63.1 250x10 mm |
| 135 | Providing and fixing ISI marked oxidised M.S. tower bolt black fini(Barrel type) with necessary screws etc. complete : 9.63.2 200x10 mm |
| 136 | Providing and fixing ISI marked oxidised M.S. tower bolt black fini(Barrel type) with necessary screws etc. complete : 9.63.4 100x10 mm |
| 137 | Providing and fixing ISI marked 85x42 mm oxidised M.S. pull bolt loconforming to IS : 7534 with necessary screws bolts, nut and washers etc. complete. |
| 138 | Providing and fixing IS : 12817 marked stainless steel butt hinges stainless steel screws etc. complete : 9.70.4 50x37x1.50 mm 9.70.3 75x47x1.80 mm |
| 139 | Providing and fixing bright finished brass hanging type floor door with necessary screws, etc. complete. |
| 140 | Providing and fixing ISI marked aluminium butt hinges anodised (anocoating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete: 9.95.7 75x63x3.2 mm |
| 141 | Providing and fixing aluminium tower bolts, ISI marked, anodised (acoating not less than grade AC 10 as per IS : 1868 ) transparent or dyedto required colour or shade, with necessary screws etc. complete : 9.97.2 250x10 mm |
| 142 | Providing and fixing aluminium tower bolts, ISI marked, anodised (acoating not less than grade AC 10 as per IS : 1868 ) transparent or dyedto required colour or shade, with necessary screws etc. complete : 9.97.4 150x10 mm |
| 143 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Fraof cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitablewooden block in all the three legs. The frame shall be covered with fibeglass from all sides. M.S. stay shall be provided at the bottom to steadthe frame. |
| 144 | Providing and fixing to existing door frames. 9.122.2 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge. |
| 145 | Providing and fixing fire resistant door frame of section 50 x 60 horizontal side & 35 x 60 mm on vertical sides having built in rebate made out of 1.6 mm thick GI sheet ( Zinc coating not less than 120gm/ m²) suitable for mounting 120 min Fire Rated Glazed Door Shutters. The frame shall be filled with Mineral wool Insulation having density mi96Kg/m³ . The frame will have a provision of G.I. Anchor fastners 14 nos( 5 each on vertical style & 4 on horizontal style of size M10 x 80 ) suitable for fixing in the opening along with Factory made Template for SS Ball Bearing Hinges of Size 100x89x3mm for fixing of fire rated glazed shutter . The frame shall be finished with a approved fire resistprimer orPowder coating of not less than 30 micron in desired shade as per the directions of Engineer - in- charge . (Cost of SS ball bearinhinges is excluded). |
| 146 | 9.162 Providing and fixing 60 mm thick glazed fire resistant door shutte120 min Fire Rating confirming to IS:3614 (Part II) or EN1634-1:1999, tested and certified as per laboratoryapproved by Engineer-in-charge, with suitable mounting on door frame, consisting of vertical styles, toprail & side rail 60 mm x 60 mm wide and bottom rail of 110 mm x 60 mmmade out of 1.6mm thick G.I. sheet (zinc coating not less than 120gm/m²) duly filled mineral wool insulation having density min 96 kg/ m³ and fixing with necessary stainless steelball bearing hinges of size100x89x3mm of approved make, including applying a coat of approved fire resistant primer or powder coating not less than 30 micron etc all completeas per direction of Engineer-in-charge (panelling to be paid foseperately). |
| 147 | Providing and fixing non load bearing fixed frame for fire resistaPartition for 120 minutes Fire Rating, made out to a profile of dimensio60mm x 70 mm of 1.6 mm thick galvanised steel sheet as per test evidence suitable for fixing fire rated glass for 120 minutes of both in& radiation control (EW120) & minimum 20 minutes of insulation (EI20).The profile has to be fixed to the supporting construction by meaof anchor fasteners of size M10 x 80, every 150 mm from the edges and every 500 mm (approx) c/c. Linear measurement of frame shall be measured for payment. The frame shall be filled with mineral wool insulation of density min 96kg/ m³ and finished with a approved fire resistantprimer or Powder coating of not less than 30 micron in desiredshade as per NBC 2016, IS 16231 (Part 3):2016 and directions of Engineer- in- charge. |
| 148 | Providing and fixing glazing in fire resistant door shutters, fixe& partitions etc., with G.I. beading made out of 1.6 mm thick G.I. sheet(zinc coating not less than 120 gm/m²) of size 20 x 33 mm screwed with M4 x 38 mm SS screws at distance 75 mm from the edges and 150 mm c/c , including applying a coat of approved fire resistant primerpowder coating of not less than 30 micron on G.I. beading, & special ceramic tape of 5 x 20 mm size etc complete in all respect as per NBC 2016, IS 16231 (Part 3):2016 and as per direction of Engineer-in#charge resistance both integrity & radiation control (EW120) and minimum 20 minutes of insulation (EI20). The manufacturer have to give test report/certification of fire glass and the glass should have the stamp showing the value of E, EW & EI. The glass shall be tested in approved NABL accredited lab or by any other accreditation body which operates in accordance with ISO/IEC 17011 and accredits labs as per ISO/IEC 17025 for testing and calibration scopes shall be eligible. The maximum glazing size shall not be more than 1100x2200 mm (w x h) or 2.42 sqm. |
| 149 | Providing and fixing panic bar / latch (Double point) fitted with body, Trim Latch & Lock on back side of the Panic Latch of reputed brand and manufacture to be approved by the Engineer- in- charge, all complete. |
| 150 | Providing and fixing in position collapsible steel shutters with vechannels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers,handles, including applying a priming coat of approved steel primer. |
| 151 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40xmm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces |
| 152 | Providing and fixing ball bearing for rolling shutters. |
| 153 | Extra for providing mechanical device chain and crank operation foroperating rolling shutters. 10.8.1 Exceeding 10.00 sqm and upto 16.80 sqm in the area |
| 154 | Extra for providing grilled rolling shutters manufactured out of 8 M.S. bar instead of laths as per design approved by Engineer-in- charge,(area of grill to be measured). |
| 155 | Providing and fixing plain multipurpose cement board(Hight pressursteam cured) with suitable screws for cement particle board in ceiling etc. complete (frame work to be paid seperatately). 12.26.1 6 mm thick Cement fiber board as per IS: 14862 |
| 156 | Providing and fixing unplasticised -PVC pipe clips of approved desto unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 12.43.1 75 mm |
| 157 | Providing and fixing to the inlet mouth of rain water pipe cast irgrating 15 cm diameter and weighing not less than 440 grams |
| 158 | Grading roof for water proofing treatment with 22.14.1 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) |
| 159 | Providing and inserting 12mm dia galvanised steel injection nipplehoney comb area and along crack line including drilling of holes of required diametre (20mm to 30mm) up to depth from 30mm to 80mm at required spacing and making the hole & crack dust free by blowing compressed air, sealing the distance between injection nipple with adhesive chemical of approved make and allow it to cure complete as per direction of Engineer-In-Charge. |
| 160 | Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/ masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in- Charge. (The payment shall be made on the basis of actual weight of approved grout injected.) 26.35.2 Stirrer mixed SBR Polymer (of approved make) modified Cement slurry made with Shrinkage Compensating Cement in concrete/RCC work. |
| 161 | Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/ masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in- Charge. (The payment shall be made on the basis of actual weight of approved grout injected.) 26.35.3 Epoxy injection grout in concrete/RCC work of approved make |
| 162 | Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect. 26.31.2 Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make |
| 163 | Supplying and stacking at site. 16.3.2 63 mm to 45 mm size stone aggregate |
| 164 | Supplying and stacking at site. 16.3.10 Moorum |
| 165 | Earth work |
| 166 | Supply of Skilled manpower for Misc. jobs ( Non-Succeptable forMeasurements ) (Operation Day of 8 Houres ) |
| 167 | Supply of Semi-Skilled manpower for Misc. jobs ( Non-Succeptable forMeasurements ) (Operation Day of 8 Houres ) |
| 168 | Supply of Un-Skilled manpower for Misc. jobs ( Non-Succeptable forMeasurements ) (Operation Day of 8 Houres ) |
| 169 | Deployment of Long Boom Excavator Operator (skilled man power) all as of EIC. |
| 170 | Deployment of Tractor with trailor and 4 laborers, driver, including the cost of diesel etc complete, as per the direction of EIC. |
| 171 | Deployment of JCB with Operator and a helper/flagman for any earth moving , levelling, cleaning works pertaining to NTECL not covered under the scope of contractor under any other work of this BOQ includingFuel cost, all as per direction of EIC |
| 172 | P&L grouting with approved quality GPII or Rendroc-RG grouting material below the base plates bolt holes for foundation and strengthening works etc including labor, material tools & tackels etc. complete |
| 173 | Cleaning of septic tank by deployment of Sewage cleaning tanker lorry and dispose the same at collection tank of STP located at NTECL |
| 174 | Aluminium door repairing including Greasing, oiling and speed adjustment of floor spring as per standard and setting of top stopper, bottom key plate and tightening of all screws, nuts etc complete all as directed by EIC. |
| 175 | Aluminium window repairing including fixing of U/T beads requited, greasing, tightening of all screws, nuts etc. complete all as directed by EIC. (Glass replaced will be paid seperately) |
| 176 | Repairing and servicing of rolling shutter by greasing, oiling removing and refitting cuting welding of the parts wherever necessary, making good of all accessories/parts lie straightening of guide channels curtain laths lock plate shaft hood cover gear shaft any type of lifting and locking arrangement etc complate to the satisfaction and insrtuction of EIC |
| 177 | Repairing of the existing wooden door shutter of any type, size at any elevation, location and restoring by setting the loosened hinges, disturbed alignment of tower bolt, al-drop, hydraulic door closer, latch with necessary screws, tools & tackles etc. complete to the satisfaction of EIC (Replacement of any damaged items such as hinges, aldrops, tower bolts will be paid in relevant BOQ items). |
| 178 | Removing the existing 40mm size gravel from the transformer pits/ yard screenign, cleaning, stacking and placing back in layers of 200mm thick, lighly tamping before layign the next layer including disposal of debris beyond plant boundary, all labour tools, tackles etc. complete as directed by EIC. (The quantity shall be arrived on measuring the stacks onsite by reducing 7.5% to arrive at the net quantity for payment). |
| 179 | Supplying, stacking and filling of graded stone aggregate of 40mm nominal size (from kannal quarry) in transformer pits/yard in layers of 200mm thick, lightly tamping before the next layer including cost of royalt, seigniorages, all taxed etc. complete as directed by Engineer-In-Charge (The quantity shall be arrived on measuring the stacks on site by reducing 7.5% to arrove at the net quantity for payment). |
| 180 | Supplying and filling in trenches with M-sand (confirms to IS: 383) watering (if required), ramming, consolidating and dressing complete. |
| 181 | Deployment of Air compressor 250 cfm with two leads for pneumatic cutters / hammers for demolishing works of concrete/brick work etc. |
| 182 | Deployment of backhoe loader (like JCB) mounted with breaker inc luding Operator and a helper/flagman for breaking heavy concrete blocks, pavemement, walls and other such concrete structures,including the cost of fuel, operating charges, etc complete. |
| 183 | Deployment of semi-skilled manpower for assistance to backhoe loader andlong boom excvacator operators in general shift all as per direction of EIC |
| 184 | Deployment of Pump Operators (skilled man power) all as per direction of EIC. |
| 185 | Deployment of Diploma supervisors as per the scope of contract all as per the direction of Engineer in charge |
| 186 | Supply & application of brush or squeegee applied seamless waterproofing membrane single component PU in two coats (0.7 kg/m2 per per coat) after application of compatible primer on clean, sound prepared substrate after emoving all the dirt, dust and loose layers over the concrete surface.Use 40 gsm Geotextile PP sheet for crack treatments or evenfor bond breaking system. The crack treatment and bond breaking treatment as per manufacturers specification The product must conform the following technical properties: Tensile Strength of film # 2.0 Mpa (ASTM D412) Elongation # 400% as (ASTM D412) Crack Bridging: >2 mm Solid content by weight > 80 % (ASTM C836) Service temperature - -20 °C min. / +80 °C max. |
| 187 | Supply and application of Solvent free, single/two part polyurethane resin for sealing cracks into the prefixed non return grouting nozzle until it refuse using electrically operated high pressure grouting machine (pressure 80-100 psi) with all labour, tools, tackles etc complete as per direction of EIC. |
| 188 | Drilling and fixing of hole of diameter in RCC of any grade- Hole has tobe drilled 10mm to 20mm diameter for required depth for fixing the rebar/rebar in horizontal/over head/ vertical direction. Hole has to be shifted if encountered with any reinforcement during drilling for which nothing extra shall be claimed. |
| 189 | Drilling and fixing of hole of diameter in RCC of any grade- Hole has tobe drilled above 20 mm diameter to 32 mm diameter for required depth forfixing the rebar/rebar in horizontal/over head/ vertical direction. Holehas to be shifted if encountered with any reinforcement during drilling for which nothing extra shall be claimed. |
| 190 | Drilling 12mm dia hole of depth (max 300mm) and fixing the 10mm dia nozzle pipe with quick setting cement for grouting. Suitable length of pipe shall be maintained for grouting |
| 191 | Supply and application of Micro concrete with or without addition of aggregate - lf required 6 mm to 12 mm chips aggregate shall be used. (aggregate if added will be paid extra) Compressive strength (N/mm2) (IS 4031-6) 3 days min. 30N/mm2 7 days min 40N/mm2 28 days min 50N/mm2 Tensile Strength(ASTM C 307) 2N/mm2 @28days Flexural Strength (BS4551-1998) 5N/mm2 @28days |
| 192 | Extra for providing aggregate for micro concrete of required specification- 6 mm to 12 mm chips aggregate with ratio mix as per instruction of EIC shall be added for mico concreting. |
| 193 | Removing/ chipping upto 40 mm average depth and cleaning of existing loose concrete carefully by manual or low impact frequency hammer without damaging the existing concrete including cleaning the surfaces by compressed air jet complete including removing loose concrete aroundthe reinforcement. The debris will be disposed upto lead of minimum depth at edges as 10 mm. ( prepared patches to be got checked before appliying bond coat) all loose/sound concrete around corroded bar has to be removed to prepare well defined patch 100m. the entire surface will be checked by light hammering (using 1 kg hammer) for detection of loose concrete. Edges of chipped patch shall bear vertical reverse cut with |
| 194 | Cleaning of reinforcement: Providing and applying alkaline based rust rust converting primer or rust fixating primer by brush/spray on the complete circumferential area of exposed & cleaned old reinforcement andnew reinforcement, all complete as per direction of Engineer-In-Charge. (For measurement, patch area of repair work will be taken.) |
| 195 | Anticorrosive treatment to exposed reinforcement in two coats using anticorrosive zinc rich based primer. For measurement, square metre of concrete area for repairs is considered. (For this treatment the material manufacturer of the product may be as same as the manufacturer of item no.20.280 and application shall be as be product recommendation) |
| 196 | Providing and applying concrete penetrating corrosion inhibitor as per manufacturers# specification on the entire repair surface. The application method shall be as specified by the manufacturer. For measurement, patch area of repair work will be taken. |
| 197 | Polymer Modified Mortar(PMM): Building up the profile of structure members upto 40mm average depth (above 12mm average depth) by using pre mixed/packed ready made shrinkage compensated, trowelable fibre reinforced thixotropic polymer modified repair mortar at w/c ratio as per the manufacturer's recommendation by applying bond coat over the chipped surface and between each successive layers including leveling & profiling complete. Proper curing to be done for the repair work as the manufacturers specification. This item includes the cost of bondingagent to be applied betwee in layers of repair mortar. Application shall be either manual means or mechanical means based on the site conditions Drying shrinkage to ASTM C 157-93 max. 1000 microstrain Compressive strength BS 1881 Pt 116 min 50Mpa @28 days Flexural strength BS6319 Pt 3 min. 10N/mm2 @28 days Tensile strength BS6319 Pt 7 min. 3.5N/mm2 @28 days |
| 198 | Supply of epoxy resin anchoring compound of capsule size upto 500 ml for foundation to anchor reinforcment/anchor bolts in concrete at all locations based on loading data (Like make Hilti RE 500 etc) |
| 199 | Preparation of 5 mm thick v slot taken for old foundation cracked area. 5mm V slot has to prepared at cracked/failure point. Any loose material along the crack shall be removed The slot shall be sealed with one component polymer modified cementitious mortar. Please Enable Macros to View BoQ information |
| SR No | FileName | File Description |
| 1 | Click here to download tender document | Tender Documents |
| 2 | Click here to download tender document | Tender Documents |
| 3 | Click here to download tender document | Tender Documents |
| 4 | Click here to download tender document | Tender Documents |
| 5 | Click here to download tender document | Tender Documents |
| 6 | Click here to download tender document | Tender Documents |
| 7 | Click here to download tender document | Tender Documents |
We are a group of professionals specializing in custom software development, web development, mobile app development, IOT base solutions, web design, graphics & Enterprise solutions provid.
Copyright © 2026 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
