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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 01-01-2026 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 06-01-2026 |
| 2 | 25-12-2025 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 01-01-2026 |
| Sl. No. | Item Description |
| 1 | M&L for Preparation of old decoratedsurfaces of walls,Pillars, cornices etc by brooming down with steel wire brush, scraping down smoke shoot, moulds, moss and efflorescent salts and trading oil and greasy spots and applying one coat of white wash on ceiling , pillars, cornices etc complete all as specified and as directed by Engineer-in-Charge. |
| 2 | M&L for Preparation of old decoratedsurface of walls,Pillars, cornices etc by brooming down with steel wire brush, scraping down smoke shoot, moulds, moss and efflorescent salts and trading oil and greasy spots and applying one coat of oil emulsion distembercomplete all as specified and as directed by Engineer-in-Charge. |
| 3 | M&L forcomplete removal of existing treatment ofold internal wall surface andpreparing and applying two coat of oil emulsion distember over alkali resistance primer over two coats white cement based wall care putty smooth finish etc of approved make & shadecomplete all as specified and as directed by Engineer-in-Charge. |
| 4 | M&L for Preparation of old decoratedexternalwall surfaces including removing fungus ,algae dirt, oil, grease and loose particles by wire brush,cleaning, washing and removing dust,and applying one coat of exterior grade weather resistant, antifungal acrylic paint dark shade complete all as specified and as directed by Engineer-in-Charge. |
| 5 | M&L for preparation of old painted wood surfaces of any description having width/ girth execeeding 10cm and apply one coat of synthetic enamel paint complete all as specified & as directed by Engineer-in-Charge. |
| 6 | M & L for Preparation of old painted steel surfaces of any description having width/girth exceeding 10cm and apply one coat of synthetic enamel paint complete all as specified and as directed by Engineer-in-Charge. |
| 7 | Taking down cement or cement lime plaster, any description on brick or stone walls, etc, including raking out joints, hacking for key, scrubbing down with water etc complete all as specified. |
| 8 | M&L for rendering15 mm thick in cement mortar 1:6 on walls and finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge. |
| 9 | M&L for rendering 15 mm thick cement plaster in CM 1:4on brick work/concrete surfaces finished even and smooth (without using extra lime or cement)complete all as specified and as directed by Engineer-in-Charge. |
| 10 | M&L for rendering 5 mm thick in cement mortar 1:3 as in ceiling and finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge. |
| 11 | M&L forpreparation of new external surface of wall applying two coats of exterior grade weather resistant, antifungal acrylicpaint over one coat of acrylic primer on walls, chajjas,etccomplete all as specified and as directed by Engineer-in-Charge. |
| 12 | M&L forpreparation ofnew plasteredsurfaces on ceiling and applying three coat of white wash etc complete all as specified and directed by Engineer-in-Charge |
| 13 | M&L for preparing new plastered surfaces of walls and applying two coats of oil emulsiondistemper over a coat of alkali resistant primer over two coatswhite cement based wall care putty complete all as specified and as directed by Engineer-in-Charge. |
| 14 | Dismantling plain or corrugated steel sheeting, any gauge, and thickness including Nainital pattern or similar roof covering, etccomplete all as specified. |
| 15 | S&F for Pre- Painted galvalume aluminiumzinc coating GI basedcorrugated steel sheet 0.50mm thick of any colour having tensile strength of 550Mpa as in roof covering/ cladding to wall, fixed with self tapping screws, complete all as specified and directed by Engineer-in-Charge. |
| 16 | Dismantling wrought iron or mild steel work of any description not otherwise provided for |
| 17 | S&F joistchannel,angle,ortee sections fixed indipendently,with out connectingplates ,etc. cut ordinary length ie., with in 20 mm of length indicated conforming to Fe410-Wgde-E-250 Quality A complete all as specified. |
| 18 | S&F Plates (plain or chequered ) channels , square cut or notched (ordinary and counter sunk) forming holes, without any attachement Fe410-Wgde-E-250 Quality A complete all as specified. |
| 19 | M&L for Preparation of new steel surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of anti corrosive (Epoxy) paint over a coat of epoxy primer complete all as specified and directed by Engineer-in-Charge. |
| 20 | Excavating post holes or similar holes, each not exceeding 0.50 Cu. M, getting out in Hard/ Dense soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance n.exc 100m &making good surfacecomplete all as specified and directed by Engineer-in-Charge. |
| 21 | Material and labour forplain cement concrete type C2 1:3:6 (20mm graded stone aggregate)fixing of posts,struts,coping ,etc complete all as specified and as directed by Engineer-in-Charge |
| 22 | Demolition of brick work or stone boulder masonry,built in cement mortar or cement lime mortar including all quoins, arches, pillars etc, but excluding ashlar facings, dressed stone work and precast concrete articles complete all as specifed and directed by Engineer-in-Charge. |
| 23 | M&L for brick work with sub class B bricks straight or curved on plan exceeding 6 m mean radius built in CM 1:6 complete all as specifed and directed by Engineer-in-Charge. . |
| 24 | supply only water proofing compound |
| 25 | Dismantling stone slabs and tiles of any description or thickness in kitchen platform and similar work laid, bedded and pointed in cement mortar complete all as specified and directed by Engineer-in-Charge. |
| 26 | M&L for machine cut granite 18 to 20 mm thick (of any type) work (table rubbed and polished) in steps, jambs, pillars, window- cills,cooking platforms and like laid over & including15mm thick bedding /backing coat in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match withshade of slab complete all as specified and as directed by Engineer-in-Charge. |
| 27 | Dismantling of floor, hearth or wall tiling including cement mortar bedding complete all as specified and directed by Engineer-in-Charge. |
| 28 | M&L Non Skid ceramic coloured tiles 7- 8 mm thick (desined pattren) (square/ rectangular) area of each tile exceeding 0.06Sqm but not exceeding 0.11 Sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match including screed bed or bedding layer of mortar 15mm thick in CM (1:6)for laying floor tiles complete all as specified and as directed by Engineer-in-Charge. |
| 29 | M&L Glazed ceramic coloured tiles in vertical surfaces (desined pattern)350 x 250x 7 to 8 mm/ 450 x 350 x 7 - 8 mm thick set and jointed in neat cement slurry and pointed in white or coloured cement to match and includingfor rendering 10mm thick in CM 1:3 as in backing coat of as in skirtingto walls complete all as specified and directed by Engineer-in-Charge. |
| 30 | M&L for vertified ceramic tiles 8-10mmthick (light shade of square/ rectangular) polished,area of each tilesnot exc 0.36 sqmin floors etc,.set and jointed in neat cement slurry and pointed in white or coloured cement to matchand including 15mm thick screed bed in CM 1:6 laying floor finished complete all as specified and directed by Engineer-in-Charge. |
| 31 | All as per above item no 30but as in skirting over and including 10 mm thick backing coat with cement mortar 1:4 complete all as specified and as directed by Engineer-in-Charge. |
| 32 | Cleaning of PVCRCC Water tank at any height ( on accessible/inaccessibleroofs) by removing all scale, dirt, mud ,any foreign material and removing accumulated silt, other dirty substance, algae, fungus and other bacterial material from sides/bottom of tank by draining / pumping out water/sludge from bottom and other growth from wall/ floor by high pressure cleaning method with jet set, vaccum machine and again cleaning the tank with fresh water and disinfecting the tank disinfecting by using UV radiator and approved chemical (chlorination).for following capacities of tanks complete all as specified and as directed by Engineer-in-Charge.Note:-(i) Unit rate quoted shall include for necessary ladder and form work, machinery for pressure cleaning and safety apparatus required for execution of work.(ii)Unit rate quoted shall include for writing the date of actual cleaning with white paint on black back ground to match with the existing. The process of claning for the following capacity of water tank for cleaning of PVC water tank capacity n exc500 litres complete all as specified. |
| 33 | All as per item no 32 but Cleaning of PVC/RCC water tank capacity1000 litres complete all as specified. |
| 34 | All as per item no 32but cleaning of PVC/ RCC water tank of capacity2000 lits complete all as specified and as directed by Engineer-in-Charge. |
| 35 | Dismantling of water tanks exc 250&but n exc 500 ltr capacity and removing from site complete all as specified and directed by Engineer-in-Charge. |
| 36 | S&F Rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) 500 ltrs capacitytriple layered hoisted and fixed in positionincluding 25mm dia float ball brass valve and flynut complete, screwed for iron pipe or brass ferrule and fixed all as specified |
| 37 | Dismantling of water tanks exc 500 & n exc 1000 ltr capacity and removingfrom site complete all as specified and directed by Engineer-in-Charge. |
| 38 | S&F Rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) 1000 ltrs capacitytriple layered hoisted and fixed in positionincluding 25mm dia float ball brass valve and flynut complete, screwed for iron pipe or brass ferrule and fixed all as specified |
| 39 | Dismantling of water tanks exc1000 & n exc 2000 ltr capacity and removingfrom site complete all as specified and directed by Engineer-in-Charge. |
| 40 | S&F Rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) 2000 ltrs capacity triple layeredhoisted and fixed in position including 25mm dia float ball brass valve and flynut complete, screwed for iron pipe or brass ferrule and fixed all as specified |
| 41 | S&F in repair Ball valveof size 20mm dia high pressure of PTMT with epoxy coated aluminium rod & high-density plastic ball screwed for iron pipe and fixedcomplete all as specified and directed by Engineer-in-Charge |
| 42 | S/F in repair Ball valveof size 25mm dia high pressure of PTMT with epoxy coated aluminium rod & high-density plastic ball screwed for iron pipe and fixedcomplete all as specified and directed by Engineer-in-Charge |
| 43 | Taking down 15mm dia bore GI steel tubing and connections including cleaningrefixing or removalcomplete all as specified. |
| 44 | S&F CPVC pipes, SDR 11, 20mm outer dia conforming to IS-15778 with all fittings such as Tee, bends, elbows, unions sockets and end pieces etc to receive the fittings and fixed with solvent on walls/ceiling or laying in floors complete all as specified. |
| 45 | Cutting to brick wallschases, pinning in. making good to facings where required andpointing in cement mortar 1:3 to ends or edges of landings, steps, cills, sunshades, shelves, lintels, etc.; and cutting chases for concealed water tubing , etc., and making good, cutting not exc 10 cm girth complete all as specified. |
| 46 | Recieving and Attending day to day complaints lodged by the user/occupants from JE incharge and carrying out Petty/Minor repairs/replacement of minor items related to leakage of water supply & plumbing work and ensuring proper and trouble free functioning ofBib taps/pillar cock/ stop cock/angle valve of any description changing the washers, cleaning of air lock in the pipe, leaking low level or high level flushing cistern by adjusting the float valve and including removal/taking down of existing material or for refixing of same or replacement of rubber washer in PVCsyphons/bath fittings and adjusting the float valve of over head tanks and leaking PVC bends/galvanised iron/PVC/CPVC pipes, repairs and replacement of damaged bends/union/Tee/elbows/plug of any size any type, removing any blockage from tap or PVC Connection pipe, tightening of PVC Connection pipe, tightening loosely fitted tap, solvent cement, etc as per site requirement on all working day to attend the complaint cell by rep of contractor at 0900AM and report to complaint cell at same day at 0500 PM on daily basis after satisfactory completion, complete all as specified and directed by Engineer-in-Charge. Material such as threads, washers, lead, solvent cement to join PVC pipes etc shall be included in the quoted rate.Minimum02 plumber & 01 helperwith cycle.Note :- (i)The complaint against docket shall be taken from MES Complaintcell/JE Incharge at every morning at 0900 AM by rep of contractor on daily basis. (ii) Necessary T&P, equipment and safety gear shall be provided by the contractors.(iii)Necessary washers for taps/pvc connection pipes, spindle, nut/screws, thread seal, tap/cotton thread, solvent cementflush handle, brackets, M Seal etc shall be treated as minor items which shall be provided by the contractor as required without any other extra cost and leaving the site neat and clean shall be deemed to be included in quoted rate by the contractor. Note: Replacement of Major items shall be measured and paid separately under relevent item & this item shall not be measured in that case. (iv) Rs. 100.00/complaint per day shall be recovered as penalty against non attending of every complaints after 03 days from reciept of complaints. |
| 47 | Taking down 20mm dia bore GI steel tubing and connection including cleaningand making good dismantaled surface complete all as specified. |
| 48 | S&F for Tubes, ‘medium grade’ galvanised, 20mm bore with all fitting and fixed complete to walls and ceilings or laid in floors etcincl taking downcompleteall as specified and as directed by Engineer-in-Charge. |
| 49 | Taking up or down GI tubing 25mm and connection, including cleaning for refixing or removal to store complete all as specified. |
| 50 | S&F 25 mmGI tubing medium grade with all fittings such as Tee, bends, elbows, unions sockets and end pieces etc to receive the fittings and fixed with solvent on walls/ceiling or laying in floors complete all as specified. |
| 51 | S&F in repair20 mm dia gate /sluce valave of brassfixed to pipe complete all as specified and directed by Engineer-in-Charge. |
| 52 | S&F in repair25 mm dia gate /sluce valave of brassfixed to pipe complete all as specified and directed by Engineer-in-Charge. |
| 53 | S&Fin repairs Vitreous china wash down water closet (Padestal pattern) pan white including bolts and flush pipe, pedestal pan and trap including connections to drain (or outgoing pipe) and flushing pipe etc including seat coverclosed type complete all as specified. |
| 54 | S&F in repair10 litre PVC valveless, duel function syphonic action type, flushing cistern, low level, white, with inlet, ball valve, float and handle including brackets. |
| 55 | S&F in repairs hand shower (Health Faucet), ABS body chromium plated with15mm dia, pipiewith 1.25m long flexible tube and ABS wall hookincluding making connection s and fixed ibn positioncomplete all as specified. |
| 56 | S&Fin repair PVC connection low density polythene pipe 15mm dia, 450 mm long, heavy duty with PTMT nuts complete all as specified. |
| 57 | S&F in repair PVC connections, 15 mm size with PTMT nuts of length 600 mm complete all as specified and as directed by Engineer-in-Charge. |
| 58 | S&F in repair high densityplythelene and un plasticisedpipies of 50mmboreof pressure rating 6kgf/sqmincluding all fittings ,clamps etccomplete all as specified |
| 59 | S&Fin repairstainles steel sink with drainage board ,1 mm thick sheet of steel grade AISI 304 for kitchen or laboratory, with plug, waste pipe,coupling, washers and wastes including bedding in cement morter to dwarf wall or including fixing CI cantilever bracket, connecting union to pipeetc., overall size 915 x 460 mm with bowl size 410 mm x 330 mm x 160 mm etc complete all as specified and directed by Engineer-in-Charge. |
| 60 | S&F in repairs stainless steel kitchen plate rack of size 90cm X120cm , 1mm thick (18 gauge) with shelves, hooks & railings to keep plates vertically & horizontally, weighing not less than 6.80kg each , complete all as specified and directed by Engineer-in-Charge. |
| 61 | S&F in repair waste fittings 32mm dia, brass, chromium plated for glazed ware sinks, basins, etc, with long screwed shanks and fly-nuts, flange end bedded in red lead cement and other end fixed in repair completespecified and as directed by Engineer-in-Charge., |
| 62 | S&F in repair waste fittings 40mm dia, brass, chromium plated for glazed ware sinks, basins, etc, with long screwed shanks and fly-nuts, flange end bedded in red lead cement and other end fixed in repair completespecified and as directed by Engineer-in-Charge., |
| 63 | S&F in repairVitreous china white flat back of size550x400 mm wash basins, vitreous china (flat back or angle back type) any size, including cutting for and pinning in ends of brackets or erecting stand but including of fixing of supply and waste pipe including 32 mm dia CP waste fitting complete all as specified and directed by Engineer-in-Charge. |
| 64 | S&F in repair Pillar taps, fancy type, chromium plated, Quarter turns crewed down, high pressure, with or without lettered ‘Hot\" or ‘Cold\" with long screwed shanks and fly-nuts, screwed for iron pipe and fixed 15 mm bore complete all as specified and as directed by Engineer-in-Charge. |
| 65 | S&F in repairs15mm borebrass CP Mixer for mixing hot and cold water screwed iron /PVC pipewith long screwed shanks and fly-nuts, complete all as specified and as directed by Engineer-in-Charge. |
| 66 | S&Fin repair Chromium plated shower rose 125 mm diawith armwith or with out swivel joints ,any size ,including fixing to steel pipe or union etc complete all as specified. |
| 67 | S&F in repairs Bib taps, fancy type, chromium plated Quarter turnwith crutchsc-rewed down, screwed for iron pipe or for brass ferrule and fixed 15 mm bore complete all as specified and as directed by Engineer-in-Charge. |
| 68 | S&F in repairs Stop valves/Cock/Angle Cock 15 mm dia, fancy type chromium plated, screwed down, high pressure, screwed both ends for 15mm dia pipe or for unionsfixed compete all as specified |
| 69 | Recieving and Attending day to day complaints lodged by the user/occupants from JE incharge and carrying out Petty/Minor repairs related to joinery and builders hardwares such as easing/adjusting of shutters of any type of size, re-fixing of wire mesh, cupboard shutters/shelves/kitchen shelves, easing/adjusting/re-fixing of hinges, tower bolts, handles, stoppers, sliding door bolts/locks, magic eye,hook and eyes, hasp and staples, easing of doors and windows of Aluminium, tighting of wire mesh, repairs to holes in roof sheets with fixing of washer and plug/M Sealetc including taking down of existing material as ordered/required on all working day to attend the complaint cell by rep of contractor at 0900 AM and report to complaint cell at every evening at 0500 PM on daily basis after satisfactory completion,complete all as specified and directed by Engineer-in-Charge. Material such as nails,screws, washers, putty/beading for glass / wiremesh, nut & bolts etc as per site requirement shall be included in the the quoted rate.Minimum01 carpentar & 01 helperis required with Cycle. Note:-(i)The complaint against docket shall be taken from MES Complaintcell/JE Incharge at every morning at 0900 AM by rep of contractor on daily basis. (ii) Necessary T&P, equipment and safety gear shall be provided by the contractors.(iii)Easing/adjusting of shutters and builders hardwares, tightening the handle/knob/nuts/screws, oiling/greasing etc will be treated as minor/petty repairs. (iv) Rs. 100.00/complaint per day shall be recovered as penalty against non attending of every complaints after 03 days from reciept of complaints.Note: Replacement of Major items shall be measured and paid separately under relevent item & this item shall not be measured in that case. |
| 70 | Taking down steel/aluminium windows/ventilator complete with frames and shutters (without taking off the shutters) of area not exc 1.5 sqmcomplete all as specified and directed by Engineer-in-Charge. |
| 71 | Taking down steel/aluminium doors, windows complete with frames and shutters (without taking off the shutters) of area exc 1.5 sqm and not exc 4.00 sqmcomplete all as specified and directed by Engineer-in-Charge. |
| 72 | S&F Factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & othercoloured Frames/ Chowkhat of size 50 x 100mm comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximumoxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawaltrength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modules of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardantand fixed in position with MS hold fast/ lugs/SS dash fasteners of required dia andlength complete as per direction of Engineer-in-Charge.Note:- For WPC solid door/window frames, minus 5mm tolerance in dimension i.e. depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. complete all as specified and as directed by Engineer-in-Charge |
| 73 | S&F Factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other colouredFrames/ Chowkhat of size 65x125 mm comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximumoxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawaltrength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modules of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardantand fixed in position with MS hold fast/ lugs/SS dash fasteners of required dia andlength complete as per direction of Engineer-in-Charge.Note:- For WPC solid door/window frames, minus 5mm tolerance in dimension i.e. depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. complete all as specified and as directed by Engineer-in-Charge |
| 74 | S&FFactory made30 mm thick single extruded WPC (Wood Polymer Composite) both side laminated of solid shuttercomprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In-Charge. Note: stainless steel butt hinges and necessary S S screws shall be paid separately) |
| 75 | S&F 30mm thickfactory made wire mesh solid WPC door shutter both side decorative /laminated structureconsisting of Density 500 Kg /Cbm Manufactured by an ISO-9001-2015 certified Company , Door to be panelled with SS mosquito Mesh and XTN aluminium Mesh for additional strength and safety purpose. (confirming as per IS:4020). The door should be water proof, termite proof, fire retardant and having screw holding capacity. Door to be fixed to frame with 3 nos. M.S powder coated butt hinges size 100mmx25mmx2mm and 32mm long steel screws drilled suitable to pass through both the walls of the M.S tube.Other hardwares should be fixed with 19x6mm size steel screws etc. Complete as per direction of Engineer-in -charge, manufacturer\"s specification & drawings. |
| 76 | S&F Solid WPC frame (Single Rebated) of size 50mm x 70mm made out of solid PVC foam with homogenous fine cellular structure having smooth outer integral skin with suitable metal stiffner and fixed with 100 x 8 sheetmetal CSK screws complete all as specified and as shown on drawing (Note :- Door frame shall be waterproof, termite proof, elegant and should have excellent screws holdingstrength to fix hinges and hold doors properly for a long life) complete all as specified |
| 77 | S&FFactory Made 24 mm thick 100% Solid WPC ( Wood polymer Composite ) LaminatedFlush door Shutter of required size and colour(one side decorativeother side plain )comprising of virgin PVCand Non toxic additives, made from Extrusion process WPC foam sheet Single Extruded ( Inner ) having good screw holding capacity Minimum Compissive of 50 N/mm2,of Class A category with Property of being Termite/ Borer Free.Water/ Moisture Proof and Fire Retardant complete all as specified. |
| 78 | S&F 100mm stain less steel SS-304 heavy grade designerbutt hinges medium weight complete all as specified and directed by Engineer-in-Charge |
| 79 | S&F 150 mmstain less steel SS-304 heavy grade designer handles extruded section fabricated type in any position complete all as specified and directed by Engineer-in-Charge. |
| 80 | S&F 150 mmstain less steel SS-304 heavy grade designer tower bolts extruded section fabricated type in any position complete all as specified and directed by Engineer-in-Charge. |
| 81 | S&F300mm longstain less steel SS-304 heavy grade designer sliding door boltwith hasp, staple (bolt type) and fixing bolt with rolled or drawn brass bolts and fixed with door complete all as specified |
| 82 | Supply and fix powder coated aluminium anodised approvedmakedoor shutter in single or double leaf with frames size 83 x 38 x 1.5 mm thick including 5.5 mm thick Plainglass in half or full portion and including12mm thick prelaminated particle board exterior grade, one side with decorative choice and other side balancing(both side white laminated) ,standard rubber gasket,powder coated aluminium beadings, disc type handles two Nos, door stopper, door closer hydraulically regulatedfor each shutters and one mortice lock and joining cleat, 100mm hinges etc complete all as specified and directed by Engineer-in-Charge.Note:- Door closer hydraulically regulated & mortice lock shall be measured and paid separately under respective items. |
| 83 | S&F Powder coated aluminium three track, three shutter (equal width) type window miniumum 15 micron anodised with frame made of aluminium sections of size 91.80 x 31.75 x 1.0mm and shutters made out of aluminium sections 39.4 x17.7 x 1.0mm without sash bars including necessary jointing cleats, glazing clips, rubber packing, anodised snap beadings, screws aluminium fittings lockings arragngements etc including 4.00mm thick sheet glass for glazed shutters and stainless steel wire cloth of 0.36mm nominal dia of wire and average width of aperture 1.40mm for wire gauge shutter all as specified and as directed by Engineer-in-Charge, before complete all as specified. |
| 84 | S&F aluminium ventilatorlouvered type without sash bar section as per designation 63400 of IS 737 approved by GE( minium 50 micron anodised) includingnecessary jointing clip, rubber packing,including necessary locking arrangement , anodised snap beading screws and 4mm thick pin headedplain /frosted glass etc complete all as specifed. |
| 85 | S &F, in repairs, aluminium alloy wire cloth,0.45 mm nominal dia ofwire and average width ofaperture 1.40mm and fixed with in wooden windows, doors etc,and fixing of teak wooden beedingcomplete all as specified and as directed by Engineer-in-Charge by the Engineer in charge. |
| 86 | S&F in repairStainless steel ( SS 202 grade ) Curtain rod25 mm dia 0.80 mm wall thickness, mild steel, chromium platedincluding supporitng brackets as per sample complete all specified and directed by Engineer-in-Charge. |
| 87 | S&F in repairs Stainless steel (Grade 305) ornmental type brackets (Open ends) suitable for curtain rods of 25mm dia complete all specified and directed by Engineer-in-Charge. |
| 88 | S&F in repairs 600 X 450mm bevelled edge mirror, 5mm thick selected quality glass, mounted on 6mm thick AC building board or commercial plywood and fixed with wooden plugs to wall with chromium plated brass screws and cup washers complete all as specified and as directed by Engineer-in-Charge. |
| 89 | Demolitionand removing sunken slab filling of brick bats/cinder/light weight concrete including plastering on sunken floor/sides of floor slab/tiles of toilets in all the floors including all the water and sanitary fixtures and removingdemolised building materials/ debris etc to a distance exc 1.50 km but not exc 5km and depositedwhere Defence landarea or as directed by Engineer-in-Charge |
| 90 | The suken floor RCC slab including sides to the full extent of sunken portion in upper floor shall be prepared and plastered with 15 mm thick cement plaster in CM 1:3 with water proofing compound as per manufacturer\"sinstructions and finished even and smooth without using extra cement. When the plaster is cured and dried up, apply a uniform coat of blown grade bitumen 85/25 @ 1.2 kg/Sqm confirming to IS 702 over a coat of primer @ 0.70 Kg.Sqm over plastered surface complete all as specified and as directed by Engineer-in-Charge.Note :- Integral water proofing compound shall be measured and paid separately as \"Supply only\". |
| 91 | Water proofing treatment to Sunken floor slabe complete as specified bellow and as directed by Engineer-in-Charge.(a) Provide and lay 4mm thick APP modified torch applied prefabricated five layer water proofing membrane weight not less than 3.60 Kg/Sqm.(b) Apply a uniform coat of blown grade bitumen 85/25 @ 1.2 Kg/Sqm confirming to IS 702 of the surface area. |
| 92 | M&L for PCC lean concrete 1:5:10 type E2 laidfor sunken floors complete all as specified and directed by Engineer-in-Charge |
| 93 | M&L for 40mm thick PCC 1:2:4 type B0 (12.5 mm graded )stone aggregate as padding concrete over lean concrete complete all as specified. |
| 94 | Roughening surfaces of concrete slab by picking, sweeping clean and washing down with water to remove dust etc and applying evenly cement slurry at the rate of 3kg / sqm over cleaned roof surfaces complete all as specified and as directed by Engineer-in-Charge . |
| 95 | Material and labour for PCC 1:2:4 type BO (using 12.50mm graded stone aggregate) for roof,kerbs or mud stops,roundedor chamfered on eds etc including mixing of admixture fosroc SP 430 of M/S Fosroc chemical @ 250ml per 50kg of cement over existing roof and in padding concrete to maintain required slope and minimum thickness being 25 mm complete all as specified and as directed by Engineer-in-Charge by Engr-in-charge.Note:- WPC will be measured and paid separetly under respective item. |
| 96 | Supply only of admixture fosroc SP 430 Chemical all as specified and as directed by Engineer-in-Charge. |
| 97 | Material and labour for screed bed layer 10 mm thick in CM 1:4 onconcrete surfaces of roof, mixed with integral water proofing compound @ 3% by weight ofcement,finished even and smooth without using extra cementcomplete all asspecified and directed by Engineer-in-Charge. Note:- WPC will be measured and paid separetly under respective item. |
| 98 | Supplyonly Liquidwater proofing compound |
| 99 | Material and labour for cleaning the entire roof surface thoroughly to remove all loose particles,dust/dirt particles and applying withone coat of industrial bitumen 85/25 grade at the rate of 1.20 kg/sqm over the plastered surfaces of roof over APP based polymeric membrane minimum weighing 3kg/sqm and minium 3mm thick reinforced with polyester non woven fabric (weight not less than 150 gms/ sqm) laid on primed surfaces by gas flame torch application and applying evenly industrial bitumen 85/25 grade at the rate of 1.20kg/sqmover APP membraneincluding twocoatsAluminium paint over APPbased polymeric membrane complete all as specified and as directed by Engineer-in-Charge by Engr-in-charge. Note:- Make/ brand ofAPP modified membrane with all associated items shall be any one of Super Thermolay of STP Ltd or Torch Sheild \"P-3160\" of Pidilite Industries Ltd or Hyper Plas Polyster of IWL (INDIA) Limited or Super Sheild of M/s Shalimar Bituchem India Pvt Ltd or Torch Tor of Torch Tor Membranes and Bitumen Products Pvt Ltd. |
| 100 | Raking out existing filling in expansionJoints of width exceeding20mm but n exc 25mm and depth 30mm respectivelyspecial tool like concrete cutter , wire/coir brushes / machines and joints cleaned throughly with application of compressed air , making free from all the loose material ie; dirt , dust, grease , existing sealing compound ,filler board , (as required) including sticked material of existing compound racked up to full depth ( up to 45 mm ) of Joints etc to entire satisfaction of Engr-in-Charge and filling the joint with the polyurathene joint sealant single compound component using mechanical means to a depth exceeding 08 mm but n exc 12 mm ( depth above the backup Rod ) with minimum performance guarantee of10 years and minimum movement accommodation factor ( MAF) +/- 30 % confirming to the requirement of BS-5212 and EN-141575-2003 for hydrolysis /water resistance test including two coats of primer and filling the balanced racked depth of the joint with backup material ie; closed cell polyethelene to ensure tight packing so that no gaps or void exist at the top of backup material separated by bond breaker of suitable size HD 10 filler board in position where required and applying masking tape on edge of joint to prevent accidental slippage of sealant on top surface to give a neat finish to the sealant and remove the masking tape after sealant is applied as required complete as per manufacturer\"s instructions andcomplete all as specified and directed by Engineer-in-ChargeMake:1. Colpar -200 M/S Fosroc Chemicals India Ltd2.SealN flex 2K M/S Bostik India Pvt Ltd |
| 101 | All As per serial item No 100 Above here in before butbut construction joints of size 15 mm wide and 25 mm depth . |
| 102 | All As per serial item No 100Above here in before butbut contraction (dummy )joints of size 8 to 10 mm wide and 25 mm depth . |
| 103 | Preparing and cleaning of broken edges of concrete pavement joints of any type and shape free from loose particles, grease, oil, etc., cutting and chiseling the existing damaged portion of edges of joints to provide a regular prismatic cavity as directed by Engineer-in-Chargeand cleaning by using blower etc and washed with acid solutions if required and applying primer coat of epoxy ( 100 parts of expoxy resinwith 50 parts of expoxy hardner by weight proportion) and filling the cut portion with epoxy mortar of (with 100 parts of epoxy resin, araldite with 50 parts of epoxy hardner, Aradur mixed with 800 parts of quartz sand by weight) including provision of temporary wooden strips or metal strips as formwork to edges of expansion/contraction/dummy joints and trowelling the mixture to level with the adjoining surface all as per manufacturers instructions complete all as specified . Make: Huntsman |
| 104 | Demolition of cement concrete (un re-inforced) of any description and in any position not other wisespecially provided for and removal of rubbish/ demolished materials out of MD landcomplete all as specified and directed by Engineer-in-Charge. |
| 105 | M&L for 75 mm thick plain cement concrete 1:4:8 mix,type D2 (using 40 mm graded stone aggregates) as in subbase to floor complete all as specified and as directed by Engineer-in-Charge. |
| 106 | Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, with glossy finishdesign & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; complete all as specified and as directed by Engineer-in-Charge by Engineer-in- charge. |
| 107 | M&L for providing plain cement concrete 1:2:4 type B-1using 20mm graded stone aggregate as incoping including framed work for manholes, etc including weathering ,slightly rounded or chamfered , including necessary form work complete all as specifed and directed by Engineer-in-Charge. |
| 108 | Desilting of manhole complete by removing all scum, sludge, silt (both organic and inorganic nature) by manual labourn or mechanical scraper and disposal of the same and buried in trenches etc, as in foul condition for any depth complete all as specified and directed by Engineer-in-Charge.Note:Quoted rate of tenderer is deemed to be inclusive of deqatering as required and nothing extra shall be admissible to te contractor on this account.(Sludge/ sludge water shall be diposed off in closed container authorized dumping site delared by local administration outside MD land as directed by Engineer-in-Charge by Engineer-in-charge. |
| 109 | Cleaningexisting sewage lines of dia of pipe(150mm,200mm,300mm)and anydepthwith machines with pressure fresh water jets as required at site from manholes to manhole, removing blockage of any type, flushing the line with pressure water jets and making the line fully functional complete all as specified and as directed by Engineer-in-Charge. |
| 110 | Dewatering of septic tank/Soakage well, any size any depth, cleaning and taking out effluent water from septic tank by mechanical means as in foul conditions and confined places, filled in closed containers of capacity 5000 Litre each to the full capacity and disposed offat dumping site outside MoD, authorised by Local Administration complete all as specified and directed by Engineer-in-Charge.Note: Record of disposal of effluent water shall be maintained by the contractor in a pucca bound register. Entry for each trip disposing off the effluent water in container with tractor RC Number carrying the container shall be made in the register and each shall be signed by the Engineer-in-Charge. |
| 111 | Excavation in trenches n.exc 1.5m wide and n.exc 1.5m in depth; for foundation , etc or for shafts, wells, cesspits, manholes, pair holes, etc n.exc 10 Sqm on plan and n.exc 1.5 in depth and getting out in Soft loose soil complete all as specified . |
| 112 | Demolition and breaking up drain pipes 150mm dia (glazed stone ware, AC or reinforced concrete) set and jointed in cement mortar, concrete bedding to drain pipes incl hunching to pipes complete all as specified and directed by Engineer-in-Charge by Engr-in-Charge. |
| 113 | All as per item No 112 here-in-before but 200mm dia. |
| 114 | All as per item No 112 here-in-before but 300mm dia. |
| 115 | M&L, PCC 1:4:8 type D-2 using 40mm graded stone aggregate concrete bedding to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 150mm bore pipe complete all as specified and directed by Engineer-in-Charge |
| 116 | All as per item No 115 here-in-before but 200mm dia. |
| 117 | All as per item No 115 here-in-before but 300mm dia. |
| 118 | S&F 150mm dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars laid in trenches and jointed as specified and directed by Engineer-in-Charge by Engr-in-Charge. |
| 119 | All as per item No 118 here-in-beforebut 200mm dia. |
| 120 | All as per item No 118 here-in-before but 300mm dia. |
| 121 | Returning filling in, including, spreading levelling watering and well ramming in layers not exc 25cm in soft/loose soil etc complete all as specified and as directed by Engineer-in-Charge. |
| 122 | Removing excavated material exc 250m but n.exc 500m and depositing where directed by Engineer-in-Charge as in soilscomplete all as specified and as directed by Engineer-in-Charge. |
| 123 | Demolition of RCC of any description and in any position not otherwise specifically provided rainforced (rainforcement of cut as required to facilasite demolition etc) complete all as specifed and directed by Engineer-in-Charge. |
| 124 | Providingand fixingof precast cement concrete(reinforced)of type B1 1:2:4 ( 20 mm graded aggregate) with cement mortar 1:4 in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces, complete all as specified. |
| 125 | Material and labourfor TMT bars 6- 8 mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and as directed by Engineer-in-Charge. |
| 126 | M&L for cutting into existing manholes for connecting new drains, of 150mm dia welding good to pipe incl rendering, cutting out existing benching for and forming branch channel (1/2 round on 3/4 section in cement concrete 1:2;4 type B1 smooth finished and reforming benching as reqired complete all as specified. |
| 127 | Demolition and breaking up drain pipes of wall/floorsof 75/110mm bore (glazed stone ware, PVC or reinforced concrete) pipesand including all fittings (double Y,single Y,bends etc) complete all as specified and directed by Engineer-in-Charge. |
| 128 | S&F 75mm bore for PVC (SWR) pipes, single socketed, in any length with rubber ring joints, laid in trenches or in floors /walls complete all as specified. |
| 129 | S&F 110mm bore for PVC (SWR) pipes, single socketed, in any length with rubber ring joints, laid in trenches or in floors/wallscomplete all as specified. |
| 130 | S&F110mm bore PVC (SWR) branch piece singleY equal or unequalof complete all as specified . |
| 131 | S&F 75mm bore PVC (SWR) branch piece singleY equal or unequalof complete all as specified . |
| 132 | S&F PVC (SWR) 110mmborevent cowelcomplete all as specified . |
| 133 | S&FPVC (SWR) Nahani /Floor trap, 75 mm dia of out let, plain with grating including jointing to waste pipe with solvent and cement concrete type B1 (1:2:4) & including removing old trap complete all as specified and as directed by Engineer-in-Charge. |
| 134 | S&FPVC (SWR ) gully trap 125/110mm setting and jointing with solvent cement stain less steel gratings fixing with white cement complete all as specified. |
| 135 | S&FPVC (SWR) bends with access door of 75mm bore in radius complete all as specified . |
| 136 | S&FPVC (SWR) bends with access doorof 110mm bore in radius complete all as specified . |
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