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| 1 | Taking down / dismantling loose / damage concrete including plaster of any description and in any position from RCC structures like chajja, fins, roof ceiling, louvers, parapet, column, beam, and of lintel by hammering with wooden mallets carefully chipping off the old concrete surface with necessary scaffolding including cutting of rusted reinforcement if so required and disposal of old debris to outside the premises complete all as specified and as directed. |
| 2 | Demolition of reinforced Concrete as inColumns, slab, floors (other than ground floors), beams, staircases, landing, and similar suspended work (reinforcement cut as required to facilitate demolition)with necessary scaffoldingand protection as required complete all as specified and as directed. |
| 3 | Cleaning the existing surface of concrete and reinforcements as obtained after execution of item No. 1 & 2 here in before by wire brush including scrapping & cleaning with emery paper and washing down with water as required and M&L for applying “Solvent free epoxy concrete bonding agent” as per manufacturer’s instructions on old concrete surfaces for bonding with new concrete complete all as specified and as directed. Make : Nitobond EP of FOSROC / Carbodur of SIKA / or equivalent in PIDILITE |
| 4 | M&L for Applying two coats of “Epoxy zinc rich primer” as protective coat to expose surface of old and new reinforcement steel bar bar over 10 mm dia as per manufacturer\"s instructions complete all as specified and as directed. Make : Nitozinc primer of FOSROC / Friazinc R of SIKA / or equivalent in PIDILITE |
| 5 | All as per item No. 4 above but reinforcement steel bar upto 10mm dia.Note for item No 4 to 5 (i) The work shall be carried out by the trained person as per manufacturer\"s instructions i.e.FOSROC / SIKA /PIDILITE |
| 6 | Material andlabour for mild steel TMT bars 10 mm 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 0.9 mm dia or securing with clips. complete all as specified and directed |
| 7 | Material and labour for mild steel TMTbar6 mm to 8 mm dia as in stirrups cut to lenth bent to shape required including cranking ,bending etc and lapping , complete all as specified and as directed. |
| 8 | Material and labour for providing cement concrete 1:2:4 type B1 using 20 mm graded aggregate as inin lintels upto 1.5m clear span, cills, steps; seismicand other similar bands, plinth courses, string courses, lacing courses, arapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed |
| 9 | M&L for rendering 15 mm thick on fair faces of brick wall mixing with water proofing compound as per manufacturer instruction (Water proofing compound paid for seperately) on brick work or concrete surfaces in CM 1:4 finished even and smooth without using extra cement. |
| 10 | Material and labour for rendering 15 mm thick in cement mortar (1:6) on fair faces ofbrickwork or concrete surfaces, finished the surface even and smooth without using extra cement complete all as specified and as directed. |
| 11 | M&l for rendering 15 mm thick on faces other than fair of brick work or concrete surfaces in CM 1:6 finished even and smooth without using extra cement |
| 12 | Material and labour for 10 mm rendering in cement mortar (1:3) to ceiling and similar work finished the surface even and smooth without using extra cement complete all as specified |
| 13 | Demolition of brickwork built in cement mortar including all quoins, arches, pillars etc. complete all as specified and as directed including removal of debris . |
| 14 | Material and labour for brickwork with subclass \"B\" bricks straight or curved on plan exc. 6m mean radius built in cement mortar 1:6 complete all as speciified and directed by Engr-in-Charge. |
| 15 | Material and labour for Brick work with subclass ‘B’ bricks, straight or curved on plan to any radius in half brick wall built in CM 1:4 complete all as specified and directed. |
| 16 | .Material and labour for two coat of oil bound distemper on newly plastered surfaces of wallincluding preparation of surfaces over one coat of primer all as specified and directed |
| 17 | Material and labour for two coats of cement base paint on newly plastered surfaces of wallincluding preparation of surfaces over one coat of primer all as specified and directed |
| 18 | Material and labour for two coats of white wash on newly plastered surfaces as on ceiling including preparation of surfaces all as specified and directed |
| 19 | Demolition of PCC in ground floors and paving not exc 15cm thickness (below or above groundlevel) |
| 20 | Material and labour for 75 mm thick PCC (1:3:6) type C-2(using 20 graded aggregate) as in pavement / plinth protection, plinth protection shall be laid in alternate bays and joints shall be filled with bitumastic gola with 80/25 bitumen (1 part bitumen mixed with 3 part of sand) surface finished fair and even complete all as specified and as directed. |
| 21 | M&L Hard core of Broken stone Bouldersof gauge n.exc63mm deposited spread & levelled in layers n exc 15cm watered and rammed to a true surface thickness all as directed |
| 22 | Excavating in soft / loose soil post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, complete all as specified and as directed. |
| 23 | M&L for providing cement concrete 1:3:6 type C-2 using 40 mm graded stone aggregate as in foundations, filling and mass concrete, post /Kerb / parafits etc complete all as specified and as directed. |
| 24 | Demolition of cement / lime concrete from Sunkan portion of toilet including surface finishes of any type such as Mosaic, terrazo tile / tiles complete all as specified and directed. |
| 25 | M&L cleaning surface of sunken portion of toilet taking out existing material from wall / bottom and applying cement slurry @ 1.2 Kg per Sqm and applying 15 mm thick cement plastred in CM 1:3 finished even and fair using extra cement and applying two coat of acrylic polymer modified cementious slurry as per manufactureas instruction to make the surface leak proof complete all as specified and directed. |
| 26 | M&L formass concerte Type E-2, 1:5:10 using 40mm graded stone aggregate filling in Sunken portion complete all as specified and directed. |
| 27 | Dismantling of Plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings complete all as specified and directed by Engineer-in-Charge |
| 28 | S & F 0.63 mm thick Galvanised, corrugated mild steel sheeting with two corrugations side lap, fixedwithcoach screws and washers, in roofs, walls etc. with grade of zinc coating 275 fixed with L-type or J-type or crankedhook bolts in lieu of screws, complete all as specified and directed by Engineer-in-Charge. |
| 29 | All as per item No28 but except SheetsNote : Old sheets obtained from item No27 will be used. |
| 30 | S&F 0.63 mm thick Plain, galvanised, mild steel sheeting, in ridges, hips, valley gutters, drip and straight flashings (length and girth as fixed) with grade of zinc coating, complete all as specified and as directed by Engineer-in-Charge. |
| 31 | Dismantling unframed timber scantlings 40 Sqcm and over in section any position |
| 32 | Dismantling wrought iron or mild steel work of any description not otherwise provided for |
| 33 | M & L Rolled mild steel in roof trusses (framed), trussed, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle channel or flat sections) including distance pieces, cleats etc. Fe 410-W (Gde E-250) quality A complete all as specified and directed by Engineer-in-Charge |
| 34 | S&F Steel work in trusses / rafter / purlin fabricated with rectangular / Square hollow section, including special shaped, washers etc including cutting welding, bending in shape etc using tube of YST 310 grade confirming to to IS-4923 complete all as specified & directed.Make:- TATA / Asian / Jindal |
| 35 | M & L Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering, Doors etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings Fe- 290 (Gde E- 165) (exclusive or steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete |
| 36 | M&L for closing bolt holes, etc.to rectify the leakage / seepage, in old roof of corrugated steel sheets by sealing with one bitumen and one curved GI washer on either side and 6 mm G.I. bolts and nuts, all set in stiff white lead Complete all as specified and directed by Engineer-in-Charge. |
| 37 | Material and labour for two coats of synthetic enamel paint over a coat of red oxide primer to new steel surface including preparation of surfaces exceeding 10cm with or girth complete all as specified and as directed. |
| 38 | M&L for Preparing new zinc (or galvanised) surfaces to receive painting, by coating with mordant solution including washing and cleaning, etc steel and iron surfaces and applying two coat of synthetic enamel paintof any description over 10cm width or girth in Camouflaging CCD pattern as approved complete all as specified and directed by Engineer-in-Charge |
| 39 | M&L for Second Class hard wood and scantling timber framed and fixed wrought |
| 40 | Dismantling boarding, any description, fixed in any position withnails in existing wooden slab complete all as spercifed. |
| 41 | M&L for Second class hard wood clean sawnplanks,width n exc. 20 cm and 20mm thick fixed in existing wooden eves board complete all as spercifed. |
| 42 | S & F for in repair Wooden planks of second class hard wood, 20mm thick, planed one side and edges tongued and grooved or rebated fixed, inrepairs to replace old and or decayedboarding in patches including cutting out old, piecing, heading joints, complete all as specified and directed by Engineer-in-Charge. |
| 43 | Material and labour for applying one coat of synthetic enamal paint onsteel surface of any description over 10cm widht or girthincluding preparation of old painted surfaces complete all as specified and as directed. |
| 44 | Material and labour for two coats of synthetic enamel paint over a coat of pink primer to new wooden surface including preparation of surfaces exceeding 10cm with or girth complete all as specified and as directed. |
| 45 | Disconnecting existing water tanks exc 500 liters and n.exc 1000 liters setting aside(or lowering if reqd ) including ,Material and labour for cleaning and removing all scale,dirt and funges etc. from tanks and mouth of circulating pipes, with suitable cleaning chemical and brushing the wall and bottom of tanks, washing with clean water, writing letter i.e. \"TANK CLEANED ON ......................(Date)\" not exc. 100mm height with synthetic enamel paint for tanks of capacity 500 ltrs to 1000 ltrscomplete all as specified and asdirected. |
| 46 | Dismantling the existing ceiling board of any description fixed in any position with nails and S&F in position suspended false celling system using E Grid suspended celling Grid system. The size of Grid shall be 600X600mm with GI frame work, main runner 39X24mm, cross tee 29X24mm and wall angle 22.2X22.2mm using 4mm thick High Pressure Steam cured non primered classic / designer variant E-Board ISI Marked IS No 14862-2000. Fibre cement E Board to be placed in the gird of E Grid suspended ceiling grid system duly suspended by 4mm dia GI bar hangers from the pulins of the roof with butter fly clips complete all as specified and directed.Make :- Everest industries Ltd / India Gypsum / AEROLITE CEILING SYSTEM |
| 47 | S & F in repair Non asbestos fibre cement building boards fixed or laid/ inserted to timber / GI / Aluminium framework with screws putty to receive finishes complete all as specified and directed by Engineer-in-Charge. |
| 48 | M&L for preparation of new or previouly untreatedplaster/ AC sheet/Gypsum board surfacesof ceiling including cornices and applying two coats of oil bound distemper colour/tint complete all as specified and directed by Engineer-in-Charge. |
| 49 | M&L for preparation of old ceiling surface and applying one coats of distemper oil emulsion (OBD) includingcomplete all as specified and as directed by Engineer-in-Charge |
| 50 | Taking up or down steel tubing & connections incl cleaning for refixing or removal from site 15mm bore pipe.complete all as specified and directed. |
| 51 | Taking down 20 mm dia GI steel tubing and connection, including cleaning for refixing or removal, completed all as specified and directed. |
| 52 | Taking down 25 mm dia GI steel tubing and connection, including cleaning for refixing or removal, completed all as specified and directed. |
| 53 | Refixing of old steel tubing and connection in new or old position of 15mm bore complete all as specified and directed. |
| 54 | S&F GI tubes medium grade with all fitting and fixed complete to walls, ceilings or laid infloors 15mm bore complete all as specified and directed. |
| 55 | Refixing old GI tubing and connections, 20 mm dia,in old or new position. (Walls, ceiling, floors, etc.) completed all as specified and directed. |
| 56 | S&F GI tubes medium grade with all fitting and fixed complete to walls, ceilings or laid infloors 20 mm bore complete all as specified and directed. |
| 57 | Refixing of old steel tubing and connection in new or old position of 25mm bore complete all as specified and directed. |
| 58 | S&F GI tubes medium grade with all fitting and fixed complete to walls, ceilings or laid infloors 25 mm bore complete all as specified and directed. |
| 59 | Cutting chases pinning in making good to facing where required and pointing in cement mortar (1:3) for concealed water tubing in brick walls cutting n.exc 10 cm girth. complete all as specified and directed. |
| 60 | Dismantling water tanks of capacity exc 500 and n exc 1000 ltr complete all as specified and directed. |
| 61 | S&F 500 litres capacity Rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part I including dismantling water tanks and removing from site including 20 mm Ball brass valves, high pressure, with polythene float and flynut complete. |
| 62 | S&F 1000 litres capacity Rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part I including dismantling water tanks and removing from site including 20 mm Ball brass valves, high pressure, with polythene float and flynut complete. |
| 63 | S & F in repairs 15mm dia Gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed |
| 64 | S & F in repairs 20mm dia Gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed |
| 65 | S & F in repairs 25mm dia Gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed |
| 66 | S&F in repairsstop cock/angle cock fancy typewith long shank cast copper alloy screwed down high pressure with crutch or butterfly handle screwed both ends of size 15mm bore. complete all as specified and directed. |
| 67 | S&F in repairs bib tap, cast copper alloy with capstan head, CP fancy type with long body shank, screwed down with high pressure screwed for iron pipe & fixed 15mm bore, complete all as specified and directed. |
| 68 | Demolition of cement concrete of any description including any treatment there to and in any position provided as in roof padding, roof curb etc complete all as specified and as directed.Note: -(a) Demolition should be done carefully to roof slab. (b) Any damage occurred in the roof surfaces during demolition shall be made good by the contractor without extra cost to the department.(c) Disposal of old debris/retrieved material to outside the premises or as directed by the Engineer-in-Charge. |
| 69 | Material and labour for providing plain cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in roof padding laid in slope as per requirementmixed with integral water proofing liquid admixture as per manufacturer\"s instructions complete all as specified and as directed.Note :(i) Minimum thickness of PCC shall be 50mm. (ii)Integral water proofing liquid admixture shallbe measured and paid separately underappropriate item here in after |
| 70 | M&L 15 mm thick screed bedin CM 1:4 finsished evenand smooth without using extra cementon roof surfaces using water proofingcompounf all as specified and as directed( Note : WPC will be measured and paid separately) |
| 71 | Supply only integral water proofing liquid admixture for concrete and mortar. |
| 72 | Material and labour for water proofing treatment with APP based standard membranein roof with the following courses of treatment :-(a) Apply bituminous primer @ 0.40 Kg per sqm of the surface area including cleaning the surfaces completeall as specified.(b)Apply APP plastomeric bitumen based mineral finished water proofing membranepolyester reinforced(4 Kg/Sqm) with 10cm over laps and torch bonded at joints including surface preparation before and after application of treatment as per manufactures instruction complete all as specified and as directed. |
| 73 | Demolation of floor, hearth or wall tiling including cement mortar bedding but not backing, removing serviceable tiles to store and rubbish off the premisescomplete all as specified and directed. |
| 74 | M&L for non skid coloured ceramic colour tiles 7-8mm thick (square/ rectangular) area of each tile exceeding 0.06 but not exceeding 0.11 sqm in floor etcset & jointed in neat cement slurry & pointed in white or coloured cement to match the tilesoverincluding screed bed15mm thickin cement mortar (1:4) for laying floor finished completeall as specified and directed by Engineer-in-Charge |
| 75 | M&L Coloured Non - skid Ceramic tiles 7 to 8 mm thick (square/rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match including 20 mm thick Screed bed or bedding layer of mortarfor laying floor finishes in CM 1:6 |
| 76 | M&L Coloured Glazed ceramic tiles in vertical surface 450X300x 7 mm thick set and jointed in neat cement slurry and pointed in white or colour cement to matchincluding Rendering 10mm thick in CM 1:4 on fair faces of brick work or concrete surfaces as backing coat. |
| 77 | Material and labour for any coloured Vetrifiedtiles size 600 x 600mm x 9mm thick as in floors set and jointed in neat cement slurry over and including 15 mm thick screed bed in cement mortor 1:6and pointed in coloured cement to match the colour of tiles complete all as specified and directed |
| 78 | Material and labour for any coloured any Vetrified tiles size 600 x 600mm x 9mm thick as on vertical surfaces, such as skirting/dado set and jointed in neat cement slurry and pointed in coloured cement tomatch colour of tiles over and incl 10 mm thick screed bed in CM (1:4) complete all as specified and directed. |
| 79 | Material and labour for25mm thick cement concretetype B-0 (1:2:4) using 12.5 mm graded stone aggregate as in sub base of floorfinish even and rough to receive further floor finishes ( tile/kota stone/ marble ), complete all as completed all as specified and directed. |
| 80 | M & L for in repair Lagging to pipes 20mm bore used in external water supply or plumbing all around with 50mm thick bonded mineral wool pre-formed ‘SNAP ON’ pipe sections of density 144 Kg /Cum conforming to IS 9842 provided with chicken mesh wire netting 25mm gauge 20mm mesh complete all as specified and directed by Engineer-in-Charge |
| 81 | S&F in repairsvitreous china ware wash hand basin white flat back, size 550x400 mm including brackets complete all as specified and directed by Engineer-in-Charge. |
| 82 | S & F in PVC connections 15mm size with PTMT nuts of length 450mm complete all as specified and directed by Engineer-in-Charge. |
| 83 | S&F in repair PVC waste pipe flexible for WHB of 32mm size complete all as specified and directed by Engineer-in-Charge. |
| 84 | S & F in repair for600mm x 450mm bevelled edge mirror of selected quality glass mounted on 6 mm thick AC building board or commercial plywood and fixed to wooden plugs with chromium plated brass screws and cup washers,Complete all as specified and directed by Engineer-in-Charge. |
| 85 | S & Fin repair, Vitreous china squating pan, orissa pattern size 580 x 440mm and making good, including connection to trap, and to flushing pipe, anti-syphonage pipe, etc., including trap set in and including concrete Complete all as specified and directed by Engineer-in-Charge. |
| 86 | S & F in repairs PVC valveless, syphonic action type, flushing cistern (Twin fush type), low level 10 ltr capacity, white, with inlet, ball valve, float and handle including brackets complete all as specified and directed by Engineer-in-Charge. |
