Military Engineer Services-MES has published Tender For Special Repair To Or Barrack (Nur Assistant Line ) Bldg No. P-17 Of Mh At Bathinda Mil Stn. Submission Date for this Tender is 18-01-2024. Barrack Tenders in bathinda Punjab. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 13-Dec-2023 | Corrigendum 1 | Date | 11-01-2024 |
| 2 | 22-Dec-2023 | Corrigendum 2 | Other | 11-01-2024 |
| 3 | 02-Jan-2024 | Corrigendum 3 | BOQ | 11-01-2024 |
| 4 | 11-Jan-2024 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 18-01-2024 |
| Sl. No. | Item Description |
| 1 | Taking down chowkhats or frame with shutter (without taking off shutters from the frames) not exceeding 1.5 Sqm each and removal from site complete all as specified and as directed by Engineer-in-charge. |
| 2 | Supply and Fixing factory made solid PVC door frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with MS square tubecomplete all as specified and as directed by Engineer-in-charge. |
| 3 | Supply and Fixing factory made solid PVC moulded door shutter ( with particle board) 28 to 30mm thick (stiles), with 2, 4 or 6 raised panel design with 2mm thick moulded prelam PVC sheet on the front face & 2 mm plain colour PVC sheet on back face complete all as specified and as directed by Engineer-in-charge. |
| 4 | Supply and Fixing 100 mm long aluminium anodised butt hinges , with galvanised mild steel screws complete all as specified and as directed by Engineer-in-charge. |
| 5 | Supply and Fixing 150 mm long aluminium anodised, barrel tower bolts extruded section complete all as specified and as directed by Engineer-in-charge. |
| 6 | Supply and Fixing 125 mm long aluminium anodisedhandles, cast type, complete all as specified and as directed by Engineer-in-charge. |
| 7 | Taking down chowkhats or frames with shutters (without taking off shutters from the frame)exc 1.5 sqm but not exc 4 Sqm each and and removal from site complete all as specified and as directed by Engineer-in-charge. |
| 8 | Supply and fixingPressed steel frames with thickness of steel sheet 1.25mm for doors with one or more rebates including hinges, lock strike plate, fixing lugs, etc., size of frame 125mm x 60mmincludingone shop coat of priming complete all as specified and as directed by Engineer-in-charge.Note:- The quoted rate deemed to include the cost of making good the disturbed surface with cement plaster 1:6 and matching the colour of new plaster with existing surface. Nothing extra shall be paid on this account. supply only. |
| 9 | Supply and fixingPressed steel frames with thickness of steel sheet 1.25mm for doors with one or more rebates including hinges, lock strike plate, fixing lugs, etc., size of frame 105mm x 60mmincludingone shop coat of priming complete all as specified and as directed by Engineer-in-charge.Note:- The quoted rate deemed to include the cost of making good the disturbed surface with cement plaster 1:6 and matching the colour of new plaster with existing surface. Nothing extra shall be paid on this account. |
| 10 | Material and Labour for PCC (1:3:6) type C-1 using 20 mm graded crushed stone aggregate as in back filling of pressed steel chowkhats single or double rebated or for fixing hold fasts etc complete all as specified and as directed by Engineer-in-charge. |
| 11 | Supply & fixing factory made plain framed panelled shutters (two panels as approved), 35mm thick of 2nd class hard woodwith lock rail and panel inserts of 12mm veneered particle board with commercial veneering on both faces. The size of rails and styles as per IS-1003 (Part-I), kiln seasoned as per IS-1141 and chemically pressure treated as per IS-401, including 2nd class soft wood kail beading 20mm wide tapering from 10mm to 5mm on one side and also fitted to chowkhatcomplete all as specified and as directed by Engineer-in- charge. Note : -(i) The sutters shall be brought at site without primer and same shall be applying at site as per direction of Engineer-in-charge. Primer shall be measured paid separately under appropriate item (painting) of BOQ. |
| 12 | Supply and Fixing 35mm thick, glazed and skeleton shutters, open rebated and prepared to receive glass, gauze etc (without sash bars), using 2nd class hard wood (Bonsum/ Hollock) edges of frming plain, chamfered or rounded fitted with cut and mitred beads for securing glass etc , sizes of members of shutters as specified in SSR Part-I, Section8, Clause 8.24 (a), supplied and fitted to chowkhats complete all as specified and as directed by Engineer-in-Charge.Note:- Wire gauze/ glass to be measured and paid separately. |
| 13 | Supply and Fixing 300mm long, aluminium anodised sliding door bolt with hasp, staple (bolt type), and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast aluminium alloy and fixed complete all as specified and as directed by Engineer-in- charge. |
| 14 | Supply and Fixing 150 mm long aluminium anodized barrel tower bolts, extruded section complete all as specified and as directed by Engineer-in- charge. |
| 15 | Supply and Fixing 150mm long extruded aluminium alloy handles, fabricated type, anodised complete all as specified and as directed by Engineer-in- charge. |
| 16 | Supply and fixing Powder coated aluminium (minimum thickness of powder coating 50 micorn) frame for doors, windows, ventilators with one or more rebates including joining cleat for fixing etc., minimum thickness of powder coating 50 microndrawing and size as approved by GE complete all as specified and directed by Engineer-in-charge . Note :- Weight of aluminium section/aluminium channel shall be physically ascertained through a board of officers convened by Accepting officer and payment shall be made only after ascertaining the actual weightof aluminium at site. |
| 17 | Supply and fixingpowder coated Anodised aluminium with minimum thickness of powder coating 50 micornwindow and ventilator shutter, glazed side/top hung type without sash bars, aluminium section weighing 0.55 kg/m including necessary joining cleats,glazing clips, rubber neoprene packing, luminum snap beading screws, screws, anodised aluminium fittings such as peg stay 150mm long (1 No), hinges type B-21 100mm long ( 2 Nos), suitable size handle ( 1No)drawing and size as approved by GE complete all as specified and directed by Engineer-in-charge . |
| 18 | Supply and Fixing anodised aluminium door shutters, aluminium sections weighing not less than 0.55 kg/metre including necessary joining cleats, glazing clips, rubber neoprene packing, handle 2 Nos in each door, hinges, anodised aluminium snap beading, screws etcdrawing and size as approved by GE complete all as specified and as directed by Engineer-in- charge. |
| 19 | Supply and Fixing Stainless steelwire cloth, 0.56 mm nominal dia of wire & average width of aperture 1.18mm and fixed with tinned tacked or galvanized steel wire staples complete all as specified and as directed by Engineer-in- charge. |
| 20 | Supply and Fixing in repairs mild steel galvanized wire cloth, 0.56 mm nominal dia of wire & average width of aperture 1.18mm and fixed with galvanized steel wire staples complete all as specified and as directed by Engineer-in- charge. |
| 21 | Supply and Fixing sheet glass, 4.8 mm thick ordinary qualityin square not exceeding 0.50 Sqm in each pane fixed withaluminium and rubberbeads including Provn of glazing pins/spring clips wherever necessary complete all as specified and directedby Engineer-in- charge. |
| 22 | Material and Labour for non skid coloured ceramic tiles of size 400mm x 400mm, 7 to 8 mm thick (square), in floors etc. set and jointed in neat cement slurry @ 3 Kg/ Sqm and pointed in white cement with pigments to match the shade of tilelaid over and including10 mm thick Screed bed or bedding layer in CM (1:6) complete all as specified and as directed by Engineer-in- charge. Note: Only coarse sand as approved by GE shall be used in screed bed. |
| 23 | Material and Labour for glazed ceramic coloured tiles 300mm x 450mm, 6mm thick in vertical surfaces such as dado / skirting, set and jointed in neat cement slurry @ 3kg/ Sqm laidover andincluding 10 mm thick plaster in cement mortar(1:4) pointed with white cement with pigments to match the shade of tiles complete all as specified and as directed by Engineer-in- charge. |
| 24 | Material and Labour for light shade, vitrified ceramic tiles of size 600mm x 600mm, 10 mm thick (square), polished,in floors etc set and jointed in neat cement slurry @ 3kg/ Sqm and pointed in white cement with pigments to match the shade of tiles laid over and including15 mm thick Screed bed or bedding layer in CM (1:6) in white cement with pigments complete all as specified and as directed by Engineer-in- charge. Note: Only coarse sand shall be used in screed bed. |
| 25 | Material and Labour for light shade, vitrified ceramic tiles of size 600mm x 600mm, 10 mm thick (square), polished,on vertical surfaces as in skirting etc set and jointed in neat cement slurry @ 3kg/ Sqm and pointed to match the shade of tiles laid over and including10 mm thick rendering in CM (1:4) in white cement with pigments to receive the tiles complete all as specified and as directed by Engineer-in- charge. |
| 26 | Dismantling floor, hearth or wall tiling including cement mortar bedding and rubbish off the premises complete all as specified and as directed by Engineer-in- charge. |
| 27 | Roughening surfaces of old concrete floor by picking, sweeping clean and washing down with water to remove dust etc complete all as specified and as directed by Engineer-in- charge. |
| 28 | Material and Labour for 20-25 mmthick Kota stone slab as approved by GEflooring, mirror polished laid over 15 mm thick screed bed in CM 1:4 laid and jointed with grey cement slurry @ 3 Kg/ Sqm mixed with pigment to match the shade of the slab including rubbing and mirror polishing complete all as specified and as directed by Engineer-in- charge. |
| 29 | Material and Labour for machine cut kota stone slab as approved by GE as in vertical surfaces, 20-25 mm thick laid overand including 10 mm thick rendering inCM 1:4 laid and jointed with grey cement slurry @ 3 Kg/ Sqm mixed with pigment to match the shade of the slab including rubbing and mirror polishing complete all as specified and as directed by Engineer-in- charge. |
| 30 | Taking up or down 15mm bore galvanized iron pipeincluding all fittingscomplete all as specified and as directed by Engineer-in- charge. |
| 31 | Taking up or down 20mm bore galvanized iron pipe including all fittingscomplete all as specified and as directed by Engineer-in- charge. |
| 32 | Supply and Fixing GI tubing medium grade ISI marked with all fittings and fixed to walls & ceiling or laid in floors, bore of pipe 15 mm complete all as specifiedand as directed by Engineer-in- charge. |
| 33 | Supply and Fixing GI tubing medium grade ISI marked with all fittings and fixed to walls & ceiling or laid in floors, bore of pipe 20 mm complete all as specifiedand as directed by Engineer-in- charge. |
| 34 | Material and Labour for Cutting chases, pinning in making good to facings where required and pointing in cement mortar 1:3 to ends or edges of landings, steps, cills, sunshades, shelves, lintels, etc.; and cutting chases for concealed water tubing or concealed conduit wiring, etc., and making good, cutting not exceeding 10 cm girth, for brick wallsand as directed by Engineer-in- charge. |
| 35 | Dismantling PVCwaterstorage tank of capacity1000 litres complete all as specified and as directed by Engineer-in- charge. |
| 36 | Supply and Fixing 1000 litres capacity Rotational moulded polyethylene in white colour, three layered, water storage tanks (cylindrical vertical with closed top) hoisted and fixed in position complete all as specified and as directed by Engineer-in- charge. |
| 37 | Supply and Fixing in repairBall valve high pressure of PTMT with epoxy coated Aluminium rod and high density plastic ball screwed for iron pipe of size 20 mm bore (minimum weight 20mm-210 gram) complete all as specified and as directed by Engineer-in- charge. |
| 38 | Supply and Fixingin repair 20 mm bore Gun metal globe or Gate valve with iron wheel head , screwed both ends for iron pipe or for unions complete all as specified and as directed by Engineer-in- charge. |
| 39 | Supply and Fixingin repair 15 mm bore Gun metal globe or Gate valve with iron wheel head , screwed both ends for iron pipe or for unions complete all as specified and as directed by Engineer-in- charge. Note :- The minimum weight shall be as given in SSR or in relevant IS. |
| 40 | Supply and Fixing in repairs 15 mm bore bib tap, cast copper alloy with crutch or butterfly handle, fancy type, chromium plated, screwed down, screwed for iron pipe or for brass ferrule complete all as specifiedand as directed by Engineer-in- charge. Note :- The minimum weight shall be as given in SSR or in relevant IS. |
| 41 | Supply and Fixing in repairs 15mm bore chromium plated, quarter turn Pillar cock screwed down high pressure, with or without lettered Hot or Cold with long screwed shanks and fly nuts screwed for iron pipe complete all as specified and as directed by Engineer-in- charge. Note :- The minimum weight shall be as given in SSR or in relevant IS. |
| 42 | Supply and Fixing in repairs angle valve , cast copper alloy, fancy type, chromium plated, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for brass ferrule for 15 mm bore dia of pipe complete all as specified and as directed by Engineer-in- charge. Note :- The minimum weight shall be as given in SSR or in relevant IS. |
| 43 | Supply and Fixing in repairs PVC connection 15 mm size of length 450 mm with brass check nuts and washerscomplete all as specifiedand as directed by Engineer-in- charge. |
| 44 | Supply and Fixing in repair brass chromium plated tubular towel rail, 20mm dia, D type, 60cm long betweenflanges complete all as specified and as directed by Engineer-in- charge. |
| 45 | Supply and Fixing in repair, chromium plated stainless steel soap tray of approx size 150 mm dia and fixed on wall with chromium plated brass screws complete all as specifiedand as directed by Engineer-in- charge. |
| 46 | Supply and Fixing in repair PTMT grating doom 125 mm dia (minimum weight 40 gms)with/ without waste hole including circular cutting on floor complete all as specified and as directed by Engineer-in- charge. |
| 47 | Supply and Fixing in repair 1200mm x 900mm size bevelled edge mirror of selected quality glass, mounted on 6 mm thick AC building board or commercial plywood with aluminium frame 15 mm x 15 mm, fixed to wooden plated brass screws and cup washers, including fancy type PVC beading around complete all as specifiedand as directed by Engineer-in- charge. |
| 48 | Supply and Fixing 25mm dia fancy type PVC coated in wooden finish on MS pipe coloured curtain rod with brackets and knobs at both ends with 6 Nos rings in 1 mtr length as per site requirement including taking down old existing PVC conduit pipes with accessories complete all as specified and as directed by Engineer-in- charge.(Note :- Brackets and Knob required as per site requirement is deemed to be included in the quoted rate.Nothing extra shall be paid on this account ) |
| 49 | Taking down 100 mm dia AC eaves gutters and rain water pipe (any size or pattern ), including all fittings, heads, shoes, bends, swan necks, etc, complete all as specified and as directed by Engineer-in- charge. |
| 50 | Supply and Fixing PVC SWR Pipe (ISI Marked) 110mm bore dia, single socketed, in any length with rubber ring joints, fixed to walls complete all as specified and as directed by Engineer-in- charge. |
| 51 | Supply and Fixing PVC SWR Bend(ISI Marked) 110mm bore dia complete all as specified and as directed by Engineer-in- charge. |
| 52 | Supply and Fixing PVC SWR Pipe (ISI Marked) 75mm bore dia, single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and as directed by Engineer-in- charge. |
| 53 | Supply and Fixing PVC SWR Pipe Bend(ISI Marked) 75mm bore dia complete all as specified and as directed by Engineer-in- charge. |
| 54 | Supply and Fixing 75mm dia PVC (SWR) branch piece single equal or unequal complete all as specifiedand as directed by Engineer-in- charge. |
| 55 | Supply and Fixing in repairs vitreous china squatting pan, "Orissa" pattern, size 580mm x 440mm x 260 mm, white, with integral foot rests with "P" or "S" trap including provision of lime concrete (1:2) bedding ( excluding flushing cistern and flush pipe) including connection to trap and to flushing pipe, anti-syphonage pipe etc complete including making good to floorand demolition of concrete/ lime concrete bedding for taking out existing broken squar pan complete all as specified and as directed by Engineer-in- charge. |
| 56 | Supply and Fixing in repair vitreous china wash down water closet pan (EWC) (pedestal pattern) white and trap including connection to drain (or outgoing pipe) and to flushing pipe of polyethylene of low or high density, antisyphonage pipe including white coloured closed pattern plastic seat cover and fixing bolt and flush pipe of polyethlene of low or high density 32mm dia (excluding flushing cistern ) anti syphonage pipe etc complete all as specified and as directed by Engineer-in- charge. |
| 57 | Supply and Fixing in repairs PVC valveless, syphonic action type, flushing cistern, 10 litres capacity, low level, white, with inlet, ball valve, float and handle including brackets including 32 mm dia flush pipe of polyethylene of low or high density of PVCcomplete all as specifiedand as directed by Engineer-in- charge. |
| 58 | Supply and Fixing in repairs vitreous china wash basin, white, with pedestal, size 550mm x 400mm excluding taps, waste, chain and plug and porcelain stopper including brackets (flat back or angle backe type) any size, including cutting for and pinning in ends of brackets or errecting stand, 32 mm dia waste pipe coupling & PVC waste pipe of 32mm dia etccomplete all as specifiedand as directed by Engineer-in- charge. |
| 59 | Supply and Fixing in repairs vitreous china whiteHalf stall urinal,of size 420mm x 395mm x 635mm (minimum), exclusive flushing cistern, flushing pipe, but including white waste pipe, grating and union for discharge pipe including providing and fixing plugs, bedding urinal against wall in cement mortar 1:2 , securing urinal to plugs with and including 60mm long brass screws or brackets, pointing around urinal back in cement etc complete all as specifiedand as directed by Engineer-in- charge. |
| 60 | Dismantling of cast iron soil waste & vent pipe of any dia (100mm/75 mm) jointed in cement mortar and taking out of trenches, if required complete all as specifiedand as directed by Engineer-in- charge. |
| 61 | Supply and Fixing 100 mm dia cast iron soil waste & vent pipe drain pipes in any length with or without ears, with cement joints, fixed to wall complete all as specified and as directed by Engineer-in- charge. |
| 62 | Supply and Fixing 75 mm dia cast iron soil waste & vent pipe drain pipes in any length with or without ears, with cement joints, fixed to wall complete all as specified and as directed by Engineer-in- charge. |
| 63 | Supply and Fixing 100 mm dia cast iron soil waste & vent pipe drain pipes in any length with or without ears, with cement joints, laid in trenches or in floors complete all as specified and as directed by Engineer-in- charge. |
| 64 | Supply and Fixing in repair 100 mm dia cast iron branch pieces, single (equal or un-equal), ordinary or inverted (spigot or socket type) or with parallel branches with oval access door complete all as specifiedand as directed by Engineer-in- charge. |
| 65 | Supply and Fixing in repair75 mm dia cast iron branch pieces, single (equal or un-equal), ordinary or inverted (spigot or socket type) or with parallel branches complete all as specifiedand as directed by Engineer-in- charge. |
| 66 | Supply and Fixingin repair 100mm dia cast iron bends (any radius), diminishing pieces or tapers (large bore measured) with oval access door complete all as specifiedand as directed by Engineer-in- charge. |
| 67 | Supply and Fixing in repair 75mm dia cast iron bends (any radius), diminishing pieces or tapers (large bore measured) with oval access door complete all as specified and as directed by Engineer-in- charge. |
| 68 | Supply and Fixing in repair 75 mm dia CI floor trap with grating including jointing to waste pipe fixed in cement concrete (1:2:4) type B-1, complete all as specifiedand as directed by Engineer-in- charge. |
| 69 | Demolition of brick work masonry, built in cement mortar including all quoins, arches, pillars, etc, complete all as specifiedand as directed by Engineer-in- charge. |
| 70 | Material and Labour for brick work using sub class ‘B’ burnt clay old size bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:6 complete all as specified and as directed by Engineer-in- charge. |
| 71 | Material and Labour for brick work using sub class ‘B’ burnt clay old size bricks, straight or curved on plan exceeding6m mean radius, built in CM (1:6) but except bricks ( old serviceable bricks shallbe used for incorporation in work after cleaning ) complete all as specified and as directed by Engineer-in- charge.Note :- The rateof cleaning of old bricks is included in this item and nothing shall be paid extra on this account. |
| 72 | Material and Labour for precast cement concrete louvers and jallies set in CM 1:4 type B-0 1:3:6 (12.5 mm graded stone aggregate) 25mm thick (measured solid) including all mouldings complete all as specified and as directed by Engineer-in- charge. |
| 73 | Material and Labour for 75 mm thick PCC (1:3:6) type C-1 using 20 mm graded stone aggregate as in plinth protection, surface finishing the surface even and smooth without using extra cement complete all as specified and as directed by Engineer-in- charge. |
| 74 | Taking down cement plaster of any description on brick or concrete surfaces, etc. including racking out joints, hacking for key, scrubbing down with water etc complete all as specified and as directed by Engineer-in- charge. |
| 75 | Material and Labour for rendering 15 mm thick in cement mortar (1:6) on other than fair face of brick work or concrete surfaces of walls and finishing the surface even & smooth without using extra cement complete all as specified and as directed by Engineer-in- charge. |
| 76 | Material and Labour for rendering 15 mm thick in cement mortar (1:4) on fair faces of brick work or concrete surfaces of walls and finishing the surface even & fair faces without using extra cement complete all as specified and as directed by Engineer-in- charge. |
| 77 | Material and Labour for rendering 10 mm thick in cement mortar (1:3) on brick work or concrete surfaces as in ceiling in two layers other than fair faces finishing the surface even & smooth without using extra cement complete all as specified and as directed by Engineer-in- charge. |
| 78 | Material and Labour for rendering 10 mm thick in cement mortar (1:4) on brick work or concrete surfaces as in RCC coloum/ beams other than fair faces finishing the surface even & smooth without using extra cement complete all as specified and dricted by Engineer-in-charge. |
| 79 | Material and Labour for preparing newly plastered surfaces of walls and applying two coats of acrylic emulsion Paintover a coat of wall care putty withSmart periodical methodology using airless graco machine/ roller by authorized applicator of approved make by GE. complete all as specifiedand as directed by Engineer-in- charge. Note :The rate ofSmart periodical methodology using airless graco machine/ roller by authorized applicator is included in this item and nothing shall be paid extra on this account. |
| 80 | Material and Labour for complete removal of existing treatment on wall and applying two coats of acrylic emulsionPaintover a coat of wall care putty withSmart periodical methodology using airless graco machine/ roller by authorized applicator of approved make by GE. complete all as specifiedand as directed by Engineer-in- charge. Note :The rate ofSmart periodical methodology using airless graco machine/ roller by authorized applicator is included in this item and nothing shall be paid extra on this account. |
| 81 | Material and Labour fornewly plastered surfaces of walls and applying the following :- (a) Applying wall care puttyin two coats on wall surfaces and smoothening the surfaces with sand paper/mechanised sanding etc, (Preparatory to paint as directed), complete all as specifiedand as directed by Engineer-in- charge. (b) With two coats of exterior acrylic emulsion paint by using airless graco machine/ roller over and including a coat of acrylic emulsion external primer complete all specified and directed. Note :The rate ofSmart periodical methodology using airless graco machine/ roller by authorized applicator is included in this item and nothing shall be paid extra on this account. |
| 82 | Material and Labour for complete removal of existing treatment of any description on old wall surfaces of any description, preparation by mechanized sander having suction vacuum bag using smart periodical methodology complete all as specified and applying the following :- (a) Applying wall care putty, in two coats on wall surfaces and smoothening the surfaces with sand paper/mechanised sanding etc, (Preparatory to paint as directed), complete all as specifiedand as directed by Engineer-in- charge. (b) With two coat of exterior acrylic emulsion paint by using airless graco machine/ roller over and including a coat of acrylic emulsion external primer complete all specified and directed. Note :The rate ofSmart periodical methodology using airless graco machine/ roller by authorized applicator is included in this item and nothing shall be paid extra on this account. |
| 83 | Material and Labour for preparation of newly plastered or unplastered surfaces of ceiling and apply three coats of white wash on walls, complete all as specified and as directed by Engineer-in- charge. |
| 84 | Material and Labour for preparation of old plastered or unplastered surfaces of ceiling and applying one coat of white wash on ceiling, complete all as specified and as directed by Engineer-in- charge. |
| 85 | Material and Labour for preparing new or previously untreated steel and iron surfaces of any description over 10 cm width or girth not otherwise described and applying two coats of synthetic enamel paint complete all as specified and as directed by Engineer-in- charge. |
| 86 | Material and Labour for preparing old steel surfaces of any description over 10 cm width or girth and applying one coat of synthetic enamel paint complete all as specified and as directed by Engineer-in- charge. |
| 87 | Material and Labour for preparing new or previously untreated wood and wood base surfaces of any description over 10 cm width or girth not otherwise described and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and as directed by Engineer-in- charge. |
| 88 | Material and Labour for preparing old painted wooden surfaces of any description not otherwise described over 10 cm width or girth and applying one coat of synthetic enamel paint on wooden surface complete all as specified and as directed by Engineer-in- charge. |
| 89 | Material and Labour forCutting holes in brick walls built in cement mortar (not exceeding half brick) for inserting hold fast and making good dismantled portion in CM 1:3 or Cement concrete 1 : 2 : 4 , type B1 as required , depth of embedded portion exc half brick walls of holdfast or lugs measured from the face of the jamb into walls complete all as specifiedand as directed by Engineer-in- charge. |
| 90 | Excavation in trenches not exc 1.5 meter wide and not exc 1.5 meter depth for foundation etc or for shafts , wells, cesspits,manholes , septic tank, for laying of cables etcnot exceeding 10 Sqm on plan and not exc 1.5 meter depth and getting out in soft/loose soil etc complete all as specifiedand as directed by Engineer-in- charge. |
| 91 | Returning filling in, including spreading , leveling, watering and well ramming in layers each not exceeding 25cm thick in soil complete all as specifiedand as directed by Engineer-in- charge. |
| 92 | Removal of surplus excavated soil to a distance not exceeding 50 meter and depositing where directed at a level not exceeding 1.5 meter above the starting point complete all as specifiedand as directed by Engineer-in- charge. |
| 93 | Supply and laying DWCPE (SN 8) drain pipes 200 mm nominal dia as per IS-16098 (Part-II), laid in trenches on bed including all accessories/ fittings/ jointed ring, jointing and testing complete all as specifiedand as directed by Engineer-in- charge. Note:- Excavation , earth work, bedding and pedestal / anchorage if required shall be measured and paid separately under appropriate item of BOQ/ Sch "A" |
| 94 | Material and Labour for laying and100 mmcompacted thicknessGranular Sub Base (GSB) Grade-II ( Grading and physical requirements as per Table 400.1 of MORTH specifications) spreading in a single layer using graded stone aggregates of 63 mm and andwatering, ramming and finishing to required longitudinal grading complete all as specifiedand as directed by Engineer-in- charge. |
| 95 | Material and Labour forPCC (1:3:6) type C-2 using 40mm graded stone aggregate as in bed to drain pipe 100mm bore (internal) dia including packing under and haunching against the sides of pipes after they are laid and testedcomplete all as specified and as directed by Engineer-in- charge. . |
| 96 | Supply and Fixing SFRC (Steel fibre Reinforcement concrete cover & frame) heavy duty HD-20, cricular precast concret cover including frame of clear opening of 600mm conforming to IS-12592:2002 and fixed in cement concrete (1:2:4) type B0 complete all as specified and as directed by Engineer-in- charge. |
| 97 | Material and Labour forExtra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred / stopped ends etc. complete all as specified and as directed by Engineer-in- charge. Note:- Inner girth shall only be measured for payment.Nothing extra shall be paid on this account. |
| 98 | Material and Labour forCarefully chipping, removing existing loose/ damaged concrete with plaster from Roof, Ceiling, Chajja, Fascia, Fins, Drops and similar items by low impact high frequency hammer/ chipper without damaging the existing sound concrete and exposing old reinforcement upto 10mm beyond corroded reinforcement bars using electrically operated diamond concrete saw blade, making the edges straight and even and cleaning it by wire brush and then by air blower complete all as specified and as directed by Eng-in-Charge. Note:- Mode of measurement : per sqm of breaking area of concrete only. |
| 99 | Material and Labour forCleaning of all existing reinforcement bars in Roof, ceiling, Chajja, Fascia, Fins, Drops and similar items with wire brush/ rotary wire brush to make entire circumference surface of bars free from rust scales, loose material, dirt etc, complete and applying alkaline rust converting primer on the existing rebar and allowing it to react with rust for 6 hrs and form a corrosion resistant, insoluble and adherent protective layer including cleaning the reinforcement, wire brushing to remove the rust spalls, complete as per manufacturer"s instructions complete all as specified and directed by Eng-in-Charge. Note:- Mode of measurement : per sqm of breaking area of concrete only. |
| 100 | Material and Labour forProviding and application of Zinc rich epoxy anti-corrosive protective coating for reinforcement bars as corrosion protection system in 2 coats to the entire circumference surface of bars ( consumption Qty as per manufacturer"s instructions but min 0.4 kg/ Sqm approx) in roof, ceiling, chajja, Fascia, Fins, Drops, columns, Beams and similar items complete all as specified and directed by Eng-in-Charge.The product should confirm carbonation resistance of 2mm and bond strength > 1N/Sqmm according to ASTM C-882-78 complete all as specified and as directed by Engineer-in- charge. Note:- Mode of measurement per sqm of application area of concrete only. |
| 101 | Material and Labour forApply SBR based bonding agent to the entire concrete surface prior to building up of concrete with Polymer modified mortar or any other treatment including cleaning the surface to remove dirt, dust or any other impurities on the surface etc complete in Roof, Ceiling, Chajja, Fascia, Fins, Drops and similar items complete all as specified and directed by Eng-in-Charge. Note:- Mode of measurement : per sqm of breaking area of concrete only. |
| 102 | Material and Labour forRebuilding the section of structural damaged RCC/PCC elements of Roof, ceiling, chajja, Fascia, Fins, Drops repair to spalling concrete to its original size and shape in layers of 10 mm average thickness in 1st layer by providing and applying with pre-batched, one component fiber based repair mortar having compressive strength>= 50 N/Sqmm (28 days) according to ASTM C 109, flexural strength >= 5N/Sqmm (7 days) according to ASTM C-293-79 complete all as specified and directed by Eng-in-Charge. Note:- Mode of measurement : per sqm of breaking area of concrete only. |
| 103 | All as per ser item No. 102 here in before but each additional 10mm uniform thickness for subsequent layers complete all as specifiedand as directed by Engineer-in- charge. Note:- Mode of measurement : per sqm of breaking area of concrete only. |
| 104 | Carefully chipping, removing existing loose/damaged concrete with plaster from Columns by low impact high frequency hammer/chipper without damaged the existing sound concrete and exposing old reinforcement upto 10mm beyond corroded reinforcement bars using electrically operated diamond concrete saw blade making the edges straight and even and cleaning it by wire brush and then by air blowercomplete all as specified and directed by Eng-in-Charge. |
| 105 | Material and Labour forCleaning of existing reinforcement in the RCC cut grooves in Roof, ceiling, Chajja, Fascia, Fins, Drops, column, Beams and similar items with wire brush/ rotary wire brush to make entire circumference surface of bars free from rust scales, loose material, diet etc, complete and applying alkline rust converting primer on the existing rebar ( consumption qty as per manufacturer"s instruction but min 0.4 kg/sqm approx and allowing it to react with rust for 6 hrs and form a corrosion resistant, insoluble and adherent protective layer, including cleaning the reinforcement, wire brushing to remove the rust spalls, complete as per manufacturer"s instructions, complete all as specified and directed by Eng-in-Charge. Note:- Mode of measurement per sqm of breaking area of concrete only. |
| 106 | Material and Labour forProviding and application of zinc rich epoxy anti-corrosive protective coating on reinforcement bars as corrosion protection system in 2 coats to the entire circumference surface of bars ( consumption Qty as per manufacturer"s instructions but min 0.4 kg/ Sqm approx) in roof, ceiling, chajja, Fascia, Fins, Drops, columns, Beams and similar items complete all as specified and directed by Eng-in-Charge.The product should confirm carbonation resistance of 2mm and bond strength > 1N/Sqmm according to ASTM C-882-78 complete all as specified and as directed by Engineer-in- charge. |
| 107 | Material and Labour forApply SBR based bonding agent to the opened grooves in the concrete before filling up with Polymer modified mortar or any other treatment ( consumption Qty as per manufacturer"s instructions but min 0.4 kg/ Sqm approx) including cleaning the surface to remove dirt, dust or any other impurities on the surface in roof, ceiling, chajja, Fascia, Fins, Drops, columns, Beams and similar items complete all as specified and directed by Eng-in-Charge. Note : Necessay steel propping/supports shall be provided @ 1 per sqm at the time of ceiling repair for time as decided by the GE/Engr-in-charge as a preventive measure. The rates of this provision shall be deemed to be inclusive in quoted rate. |
| 108 | Material and Labour forProviding and filling ready mix Ploymer Modified Mortar (PMM) in grooves of any depth in roof, ceiling, chajja, Fascia, Fins, Drops, columns, Beams and similar items in layers upto required thickness to reach the surface level not exceeding 20mm at a time.PMM shall have compressive strength >= 50/sqmm (28 days) according to ASTM C 109; flexural strength >=5N/ sqmm (7 days) accordign to ASTM C 293-79 complete all as specified and directed by Eng-in-Charge. |
| 109 | Drilling holes of 12mm dia upto 100 mm deep holes in structural members at the interval of 300mm in staggered manner or along the crack line in reinforced concrete (RC) structural element including cleaning of the holes by air blower and inserting 12mm dia NRV (Non Returnable Valve) nozzle compatible with epoxy injector and having machined external end to receive outlet of Grouting Gun. Fix it inside the hole by applying thixotropic epoxy putty approved by GE from list of make to ensure complete sealing and allow to cure the system for minimum of 8 hrs before Grouting including nozzle projections, excess putty, if any, over concrete element remove by gridding , leveling and finishing the external surface after completion of the work etc including all required scaffolding/ ladders complete all as specified and as directed by Engineer-in- charge. |
| 110 | Material and Labour for Grouting injecting two part, low viscosity, moisture insensitive injection- liquid, based on high strength epoxy resin Sikadur (R) -52 LP(IN) or equivalent by pressure and using pressure epoxy injector with accessories till nozzle refused to accept the grout including mixing of grout having mixed density 1.1 kg/ltr (at + 27ºC) : Viscosity -250 m Pass at + 30ºC and should comply according to ASTM C 881 Type II and IV , Grade-I , class E+F and should have below properties;Compressive strength >= 70 N/mm2 (7 days) according to ASTMC 579 : Tensile strength -5N / mm2 after 7 days at +30ºC cure) according to ASTMD 638 : Tensile modul- 2000N / mm2 after 7 days at +30ºC cure) according to ASTMD 638, Bond strength -10.8N / mm2 (failure in concrete ) after 14 days at +30ºC cure) according to ASTMD 638 : Bond strength : Flexural strength -50 N / MM 2 according to ISO 178. Seal with nozzle with Sikadur 31 or equivalent thixotropic epoxy putty after the refusal of grout material from the nozzle.Note :- Leakage through other nozzle or cracks are required to be monitored while grouting and such points to be sealed as and when required without any extra cost including all requiredscaffolding/ ladders complete all as specified and as directed by Engineer-in- charge. |
| 111 | Dismantling of brick tiles or terracing tiles, single layer on roof including any type of water proofing membrane and disposal of retrieved unserviceable material upto a distance not exc 100 mtr away complete all as specified and as directed by Engineer-in- charge. |
| 112 | Dismantling of mud in roof, any thickness including plastering and leaping (where full thickness removed or only a part thereof) disposal off rubbish upto a distance not exceeding 100 mtr where directed complete all as specified and as directed by Engineer-in- charge. |
| 113 | Material and Labour for 15 mm thick screed bed or bedding layer in cement mortar (1:4) on roof surfaces parapet or vertical beam surface (horizontal or vertical) finishing the surfaces even and fair complete all as specified and as directed by Engineer-in- charge. (Note :- Coarse sand (Toka sand) shall only be used in screed bed/plastering.) |
| 114 | Material and Labour forPreparation of roof/ wall concrete / plastered surfaces & applied a coat of cold bituminous primer over cleaned surface @ 0.40 Kg/ Sqm followed by APP modified five layer polymeric membrane 3mm thick, minimum weight 3.50 Kg/Sqm reinforced with polyester non-woven fabric ( weighing not less than 150 gms/ Sqm) , laid as per the manufacturers instruction with side over lap of 75 mm & end over lap of 100mm & tucked into the chases on vertical surfaces if required complete all as specified and as directed by Engineer-in- charge |
| 115 | Material and Labour for chequered cement concrete tiles with grey cement and pigments, 25cm x 25cm x 20mm to 22mm thick, machine pressed, coloured & design as approved, set, jointed and pointed in neat cement slurry as in floors etc; laid over & including 15mm thick screed in CM (1:4), with and including mixing of liquid water proofing compound as per manufacturer specifications complete all as specified and as directed by Engineer-in- charge. Note:- The cost of liquid water proofing compound is included in the quoted rate.Nothing extra shall be paid on this account. |
| 116 | Material and Labour for making benching PCC (1:2:4) type B-0 using 12.5 mm graded stone aggregate using water proofing compound as per manufacturer"s instruction along the side wall adjoining to roofin concave shape complete all as specified and as directed by Engineer-in- charge Note:- WPC shall be measured and paid separately. |
| 117 | Demolition of RCC as in roof slabs (other than ground floors), beams, stair case, landing, chajjas, and similar suspended work (reinforcement cut as required to facilitate demolition) complete all as specified and as directed by Engineer-in- charge |
| 118 | Material and Labour for RCC 1:1½: 3 (using 20mm graded stone aggregates) as in slabs supported on walls, lintel beams and columns in floors, roofs, landings, balconies, deck slabs and in shelves and the like.(Reinforcement will be measured and paid for separately) complete all as specified and as directed by Engineer-in- charge |
| 119 | Material and Labour forUse and waste of formwork to chullah hoods, chajjas, troughs and similar items including edges with fair finished surface of concrete complete all as specified and as directed by Engineer-in- charge. |
| 120 | Material and Labour for TMT steel bars 10mm dia and over, 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 0.9mm dia or securing with clips complete all as specified and as directed by Engineer-in- charge. |
| 121 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft/ loose soil complete all as specified and as directed by Engineer-in- charge. |
| 122 | Material and Labour for Hard core using broken stone aggregate of gauge not exc. 63mm, deposited spread and leveled in layers not exceeding 150 mm thick, watered and rammed to a true surface complete all as specified and as directed by Engineer-in- charge. |
| 123 | Material and Labour for 100mm thick plain cement concrete 1:4:8 , type D-2, using 40 mm graded stone aggregate as in subbase to floor finishes complete all as specified and as directed by Engineer-in- charge . |
| 124 | Material and Labour for machine pressed precast interlocking paver block 60 mm thick with grey cement and no pigment, factory made, any shape and size, conforming to IS 15658-2006, made out of M-35 grade concrete laid over and including 25 mm thick layer of sand cushioningcomplete all as specified and as directed by Engineer-in- charge. Note: The rate of 25mm thick layer of sand cushioning is included in this item and nothing shall be paid extra on this account. |
| 125 | Material and Labour precast cement concrete type B-1 (1:2:4) as in kerb stone set in CM (1:4) including necessary moulds/ form work etc complete all as specified and as directed by Engineer-in- charge. |
| 126 | Taking down carefully existing unserviceable copper / aluminum point wiring(light, fan, socket) complete including removal of unserviceable fittings such as switches, switch-sockets, ceiling roses, light fittings etc except concealed conduit and sunken boxes and removing the retrieved materials from site including making good the disturbed surface of walls, floors, ceilings etc to match with the adjoining work complete all as specified and as directed by Engineer-in- charge |
| 127 | Material and Labour for point wiring with multistrand copper conductor FRLSH cable, ISI marked with colour coding for phase, neutral and earth, 1100 volts grade PVC insulated and unsheathed of size 1.5 Sqmm in and including Material and Labour for rigid non metallic PVC concealed conduit not less than 20mm dia (medium duty ISI marked) and conduit fittings concealed in wall/ ceiling and all other fixing accessories for one fan / light controlled by one switch including provision of 1.5 Sqmm PVC insulated & unsheathed with multistrand copper conductor FRLSH cable as earth wire to common earth & connecting to earth dolly including pressed steel powder coated sunken boxes of suitable size made out of 1.6mm thick sheet and covered with and including 3mm thick bakelite laminated hylem sheet (ISI marked) top cover etc. including cutting chases (as required) and making good surfaces to match with adjoining surface complete all as specified and as directed by Engineer-in- charge |
| 128 | All as per item No 127 here in before but for one socket outlet 3 pin, 5/6 Amp 230 volts flush type on same boardcomplete all as specified and as directed by Engineer-in- charge. |
| 129 | All as per item No 127 here in before but for one socket outlet 3 pin, 5/6 Amp 230 volts flush type on independent board complete all as specified and as directed by Engineer-in- charge. |
| 130 | All as per item No 127 here in before but for one light point controlled by two way switch complete all as specified and as directed by Engineer-in- charge. |
| 131 | All as per item No 127 here in before but for one socket outlet 6 pin, 6/16 Amp 2 in 1 with cable 2.5 sqmm multistranded copper conductor FRLSH cable on the independent board including provn of 2.5 Sqmm PVC insulated copper conductor FRLSH cable continues as earth wire connected to earth dolly complete all as specified and as directed by Engineer-in- charge. |
| 132 | Supply and Fixingswitch piano flush type5/6 Amp, ISI marked 230V AC, single pole, one way complete all as specified and as directed by Engineer-in- charge |
| 133 | Supply and Fixingswitch piano flush type5/6 Amp, ISI marked 230V AC, single pole, two way complete all as specified and as directed by Engineer-in- charge |
| 134 | Supply and Fixing Socket outlet3 pin, 5/6 Amp 250 volts flush type complete all as specified and as directed by Engineer-in- charge. |
| 135 | Supply and Fixing Switch piano flush type , single pole, one way, 15/16 Amp ISI mark complete all as specified and as directed by Engineer-in- charge. |
| 136 | Supply and Fixing Socket outlet multipurpose 2 in 1, 6 pin, 15/16 Amp 250 volts flush type complete all as specified and as directed by Engineer-in- charge. Note for item Nos. 132, 133, 134, 135 & 136 :- Switch & Socket shall be of same make. |
| 137 | Supply and Fixing ceiling rose surface bakelite 65 mm x 50 mm with three terminal complete all as specified and as directed by Engineer-in- charge. |
| 138 | Supply and Fixing stepped type electronic fan regulator flush socket type complete all as specified and as directed by Engineer-in- charge. |
| 139 | Supply and Fixing wall mounted LED light fitting 1 x 20 watt, 220 Volt, 6000K . 4 feet with retro LED tube and batten, environment friendly. energy efficientconnecting up with three core flexible copper conductor cable of suitable size from ceiling rose complete all as specified and as directed by Engineer-in- charge. |
| 140 | Supply and Fixing wall mounted LED batten fitting 10(±10%) watt,6500 K, 0.6 m, efficacy not less than 90 lumen/ watt, extruded Aluminium / polycarbonate, PC diffuser and inbuilt driver complete including making connection complete all as specified and as directed by Engineer-in- charge. |
| 141 | Supply and Fixing lamp holder PVC/ polycarbonate type with back plate suitable for batten fitting with LED bulb 9 watt complete all as specified and as directed by Engineer-in- charge. |
| 142 | Supply and Fixing new generation energy saving & environmental friendly long life versatile pressure die-cast aluminium IP 66 roadway luminaire with high power LED of 25 watt toughened glass complete with GI bracket (01 No) MS clamps (02Nos) made out of minimum 3mm MS flat iron with suitable bolt and nut suitable for security light fitting fixing to wall/column & electrical connection to the light fitting providing 1.5 mtr long twin core round copper conductor cable of suitable size and testing complete all as specified and as directed by Engineer-in- charge. |
| 143 | Supply and FixingLED Bulkhead luminaries 10 Watt including LED light driver holder and diffuser, ploycarbonate body and ribbed opal diffuser complete with lamp and all other accessories fitting arrangement including electric connection connecting with using flexible copper wire twin core upto ceiling rose/ connector complete all as specified and as directed by Engineer-in- charge. |
| 144 | Material and Labour sheet metal enclosure with socket and plug top and MCB single pole enclosure with two pin and earth plug and socket complete with one single pole MCB 20 Amp 230 Volt complete all as specified and as directed by Engineer-in- charge. |
| 145 | Supply and Fixing sheet metal enclousers made out of CRCA mild steel sheet, double door, powder coated DB SPN 08 way 240 Volt, 200 Amps rated bus bar, dust and vermin proof suitable for incorporation of MCBs and isolator etc including taking down old unserviceable DB complete all as specified and as directed by Engineer-in- charge. |
| 146 | Supply and Fixing in repair MCB SPN 32 Amps, 10 KA "B" Curve, 230 Volt, AC, 50 Hz including necessary attachment complete all as specified and as directed by Engineer-in- charge. |
| 147 | Supply and Fixing in repair MCB SP 6 to 32 Amps, 10 KA, 230 Volt, "B" curve, 50 Hz including necessary attachment complete all as specified and as directed by Engineer-in- charge. |
| 148 | Material and Labourfor Sub main wiring with two single core of size 6 SqmmFRLSH PVC insulated unsheathedwith multistranded copper conductor cable 1100 volts grade including cuttting, chasing and grouting including non metallic rigid PVC conduit medium quality of size 20 mm dia conforming to 3537 Part-IISI marked including all fitting such as Tee, Elbow, bend etc drawn in andincludingone single core of size 6 SqmmFRLSH PVC insulated unsheathedwith multistranded copper conductor cable 1100 volts gradeasin contineous earth conductor cable connected to earth dolly complete all as directed.(Colour code phase-Red, Neutral-black and Earth as Green) complete all as specified & directed.Notes:-(a) Cost of PVC conduit , conduit accessories and earth wire included in sub main wiring. (b)Threesingle core6SqmmFRLSH PVC insulated unsheathedwith multistranded copper conductor cable 1100 volts grade including non metallic rigid PVC conduit of size 20 mm dia shall be measured as one length. |
| 149 | Material and Labour for earthing complete with galvanised steel earth plate electrode 600 x 600 x 6 mm thick burried directly in ground to depth of pit not less than 2.25 m below normal ground level with top edge of the plate not less than 1.5 m below normal ground level surrounded from all sides by 15 cm thick packed layer of charcoal / coal dust and common salt filling in alternate layers and connected to galvanised earth lead wire 4 mm dia by means of bolts, nuts, check nuts and washers of GI or steel including GI protection pipe 15mm dia light grade upto the extent of 7.5 metre and connecting to earthing test point, main switch board including GI pipe 20 mm dia light grade for watering, MS funnel and bringing out the watering pipe upto 30 cm above the normal ground level plugged at top including all fitting including PCC earth pit with PCC 1:2:4 type B-1 using 20mm graded stone aggregate and RCC pit cover including necessary earthwork and excavation in any type of soil complete all as specified as shown in electrical plate No 3 of SSR Part-I and testing on completion. Note :- (a) PCC chamber shall be constructed at least 1.5 m away from earth pit. Pipe for watering shall be provided in slanting manner. (b) 4mm dia GI wire and 15mm dia light grade GI protection pipe upto 7.5 metre shall deemed to be included in quoted rate. |
| 150 | Taking down ceiling fan site from cable ends, dismantling blades and removing fan and blades to store and refixing the same after completingthe repair work of the building and connecting up including provn of flexible copper cable from ceiling rose or connector to fan complete all as specified and as directed by Engineer-in- charge. |
| 151 | Note:- The contract sum shall be calculated by deducting the amount shown in Credit Schedule attached to this tender from total amount of Schedule "A"/BOQ |
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