Sales : +91-777 804 8217
| Sl. No. | Item Description |
| 1 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specified and as directed.(upto 4 storey) |
| 2 | All as per item No. 1 here in before but 5 storey to 8 storey complete all as specified and as directed. |
| 3 | All as per item No.1 here in before but 9 storey to 12 storey complete all as specified and as directed. |
| 4 | M&L for coloured non - skid Ceramic tiles 7 to 8 mm thick area of each tile exceeding 0.18 sqm but notexceeding 0.38 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or colouredcement to match in floors etc. set and jointed in neat cement slurry over a bedding layer of scread bed 15 mm thick in CM 1:4 and pointed in white/colour cement to match complete all as specified and as directed.(upto 4 storey) |
| 5 | All as per item No. 4 here in before but 5 storey to 8 storey complete all as specified and as directed. |
| 6 | All as per item No.4 here in before but 9 storey to 12 storey complete all as specified and as directed. |
| 7 | M&L for Granite(of any type) tiles 20 mm thick for slabmachine cut, bedded & jointed with grey cement slurry & pointed with white cement with admixture of pigment to match the shade of granite stone over 10 mm thick Plaster in cement mortar1:4 including grinding & polishing fixed in steps,jambs,skirting,pillars,cooking plateforms ,window cills complete all as specified and as directed.(upto 4 storey) |
| 8 | All as per item No. 7 here in before but 5 storey to 8 storey complete all as specified and as directed. |
| 9 | All as per item No.7 here in before but 9 storey to 12 storey complete all as specified and as directed. |
| 10 | Material and labour for 18-20 mm thck machine cut Kota Stone slab flooring set and jointed with grey cement slurry mixed withpigment to match the shade of the slab including rubbing and polishing, laid over and including 15 mm thick screed bed in cement mortar (1:4) complete all as specified and as directed(upto 4 storey) |
| 11 | All as per item No. 10 here in before but 5 storey to 8 storey complete all as specified and as directed. |
| 12 | All as per item No.10 here in before but 9 storey to 12 storey complete all as specified and as directed. |
| 13 | M&L for Granite (of any type) tiles 10-12 mm thick machine cut, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including grinding and polishing in wall, jambs , pillars etc complete with 10 mm screed bed complete all as specified and as directed.(upto 4 storey) |
| 14 | All as per item No. 13 here in before but 5 storey to 8 storey complete all as specified and as directed. |
| 15 | All as per item No. 13 here in before but 9 storey to 12 storey complete all as specified and as directed. |
| 16 | Dismantling removing all unsound concrete, plastered material by chipping/chiseling gently at all effected and adjoining areas of concrete etc till sound surface is reached all various locations in building (upto 12 storied) subsequently cleaning the surfaces by hair brush and air blower and removing rubbish off the premises and disposing at the dumping site as approved by local authorities including hoisting assembling and fixing of double layer steel scaffolding to external perimeter of building complete all as specified and directed . |
| 17 | Removing of concrete all around reinforcement bar upto 12 mm dia and over from behind the reinforcing bars average 25mm(but not less than 15mmair gap)by manual methods (using wire brushing ,chiseling etc) and applying chloride free rust removing chemicalon rusting steel reinforcement bar and removing all rust from steel reinforcement barby emery paper and cleaning the area thoroughly by water and allow it to dry andtotally rust free of reinforcement bar all as completeas per manufacturer\"s instruction complete all as specified and as directed. (upto 12 storied bldg). Make( Rust removing chemical ):- Reebaklens RR of FOSROC or equivalents solutions SIKA/STP. |
| 18 | Material , labour and preparation of existing reinforcement surface by brushand application of two component epoxy zincrich primeron existing reinforcement surface ofminimum specific gravity 1.75, adhesive bond strength with steel is 1.50N/mm2and maximum coverage area 5.00 Sqm per litre. complete all as specified and as directed. (upto 12 storied bldg). Make- Nitozinc primer of FOSROC or equivalents. |
| 19 | Material and labourfor introducing new reinforcement bars upto 12 mm dia and over for structural connection in RCC beams, columns, lintel and slabs including power drilling holes of appropriate diameters in reinforced or plain cement concrete to a minimum depth of 150mm and upto 200mm including power drilling, fixing the reinforcement in position using epoxy, cleaning of loose dust by blowing air, sealing with epoxy cartridges etc complete all as specified and as directed.(upto 12 storied bldg) |
| 20 | M&Lforsupply,mixingandplacementofmicro-concretecementbasedprepackedsingle component chloride free, sulphate free, non-shrink, free flow. elf compacting, ready to use after mixing water in specified proportion of Sika Rep Microconcrete-4 or renderoc-RG of Fosroc in required thickness as per manufacture\"s instruction and all as directed. Compressive strength (ASTN C 109,cm cube) of 35 MPa at 28 days including application curing compound concrete WB manufactured by Fosroc of equivalent at various locations in Bldgs including necessary form work complete all as per manufactures specification complete all as specified and as directed.(upto 12 storied bldg) |
| 21 | M&L for providing and applying at two component structural grade polymer modified reinforcement mortar Fosroc Renderoc S2 or equivalent product of SIKA upto a thickness of 30 mm over a coat of epoxy resin bonding agent Nitobond EP. The cured mortar shall achieve a minimum compressive strength of 12N/mm2 in a day & 45 N/mm2 in 28 days with Flexural strength 8N/mm2 in 28 days Chloride diffusion coefficient shall be Nil after 24 hours when tested by Accelerated electrochemical chloride ion diffusion test method and the depth of carbonation shall be Nil after 24 hours when tested by Accelerated carbonation test. in addition to this percentage of water absorption should be 0.45 after 24 hours in immersion test at various locations in Bldgs complete all as per manufacture\"s specification complete all as specified and as directed.(upto 12 storied bldg) |
| 22 | M&L for providing single coat of epoxy bond adhesive of prepared non metallic surface (existing surface) and applying by brush all as per manufactures instruction/specification. The bonding agent shall have minimum compressive strength of 40 N/Sqmm upto 4 storey complete all as specified and directed. |
| 23 | M & L for providing and inserting mild steel shear key bars/levelling gauges of required length and diameter in reinforced/plain concrete for drilling suitable holes in RCC Slab/ wall/ column/ beams toa depthas directed for anchoring steel reinforcement bars including washing with water inserting lokfix \"E\" of Fosroc or equivalent in the holes at various location in Bldgs complete all as per manufactures specification complete all as specified and as directed. Upto 12 storied bldg |
| 24 | Material & Labour for applying Anti carbonation coating as per manufacturer\"s specification of approved brand, manually using brushes on the hardened concrete/plastered surfaces after cleaning the surface and removing all loose particles, deposits etc complete including one coat of primer and two coats coatings complete all as specified and as directed. |
| 25 | M&L for providing grouting in RCC walls and slabs by drilling holes @300 mm c/c upto half of the wall depth in zigzag manner using a drill machine and fixing a nozzle of 20mm dia, for injecting of epoxy grout till therefusal of injected groutmaterial (grouting operation pressure shall be in between 2 to 4Kg per sq cm) followed by cutting the exposed nozzle so as to make the wall/ slab free from the grouting pipe and to seal the gap with polymer modified mortar complete all as specified and as directed.(upto 12 storied bldg) (Make- Fosroc conbextra Ep10(M) or equivalent. |
| 26 | M&L for hoisting, assembly and fixing of double layer steel scaffolding to external perimeter of building duly cross braced and properly aligned for the functional aspect and safety of the building including dismantling, shifting & removal from site upto 4 storey High complete all as specified and as directed.Note: - Elevational area of the scaffolding facing the building shall be measured for payment. |
| 27 | All as per item No 26 here in before but 5 storey to 8 storey complete all as specified and as directed. |
| 28 | All as per item No 26 here in beforebut 9 storey to 12 storey complete all as specified and as directed. |
| 29 | Supply and Application Cementitious Grouting Admixture with the Cement slurry at a dosage 225 ml per bag of cement and injecting with high pressure by a Pressure grouting Pump through non return PVC nozzles Prefix with rapid setting cementitious Plugging Mortarto fill all possible pores and gaps left within the old concrete mass. When the flow of grout stops or shows refusal or grout flows out from the adjacent nozzle, pumping to be stopped and the nozzle to be tied up and allowed to set for 24 hours. The PVC nozzles to be sealed off with quick-setting cementitious plugging mortar. Grouting operation to be carried out through next nozzle till the entire area is covered. The grouting holes to be finished by removing the protruded portion of nozzles and finishing flush with the surface complete all as specified and as directed.(upto 12 storey)( Make :- Fosroc/Elantas beck/Kunal conchem) |
| 30 | All as per item No. 29 here in before but 5 storey to 8 storey complete all as specified and as directed. |
| 31 | All as per item No.29 here in before but 9 storey to 12 storey complete all as specified and as directed. |
| 32 | Supply only Integral Liquid water proofing compound (ISI Mark) complete all as specified and as directed.( in any storey) |
| 33 | M&L for two coats of synthetic enamel paint over a coat of pink primer areaexc.10cm width or girthover new wooden surfacesincluding preparationof surface complete complete all as specified and as directed.(a) (upto 12 storey High of building) |
| 34 | M&L for one coat of synthetic enamel paint on oldwooden surfacesincluding preparationof surface complete all as specified and as directed. (upto 12 storey High of building) |
| 35 | Demolition of RCC of any description and in any position not otherwise specifically provided for (upto 4 storey) complete all as specified and as directed. |
| 36 | All as per item No. 35 here in before but 5 storey to 8 storey complete all as specified and as directed. |
| 37 | All as per item No. 35 here in before but 9 storey to 12 storey complete all as specified and as directed. |
| 38 | M&L for providing PCC (1:3:6) type C2, using 40mm graded stone aggrgate as in foundation, fillings and mass concrete as in post or struts completed all as spcified and directed. (upto 4 storey) |
| 39 | M&L for RCC M-25 (Design mix) as in Walls, retaining walls,basement walls, ballast walls and the like; anythickness; above top of footings; including attached pilasters and buttresses complete all as specified and as directed.(upto 04 storey) |
| 40 | All as per item No. 39 here in before but 5 storey to 8 storey complete all as specified and as directed. |
| 41 | All as per item No. 39 here in before but 9 storey to 12 storey complete all as specified and as directed. |
| 42 | M&L for RCC M-25 (Design mix) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed.(upto 04 storey) |
| 43 | M&L for RCC M-25 (Design mix) as in Columns, pillars, piers, posts and strutscomplete all as specified and as directed.(upto 04 storey) |
| 44 | All as per item No. 43 here in before but 5 storey to 8 storey complete all as specified and as directed. |
| 45 | All as per item No.43 here in before but 9 storey to 12 storey complete all as specified and as directed. |
| 46 | M&L TMT 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.(upto 04 storey) |
| 47 | All as per item No. 46 here in before but 5 storey to 8 storey complete all as specified and as directed. |
| 48 | All as per item No.46 here in before but 9 storey to 12 storey complete all as specified and as directed. |
| 49 | All as per item No. 46 here in before but 6 to 8mm dia n stirrups, spacers and binders complete all as specified and as directed. (upto 04 storey) |
| 50 | All as per item No. 46 here in before but 5 storey to 8 storey complete all as specified and as directed. |
| 51 | All as per item No.46 here in before but 9 storey to 12 storey complete all as specified and as directed. |
| 52 | M&L Formwork square, rectangular or plougonal fair finished surfaces to sides of pillars, posts, struts, piers, columns and stanchions complete all as specified and as directed.(upto 04 storey) |
| 53 | All as per item No. 52 here in before but 5 storey to 8 storey complete all as specified and as directed. |
| 54 | All as per item No. 52 here in before but 9 storey to 12 storey complete all as specified and as directed. |
| 55 | S & F for mild steel work conforming to Fe 410-W(Gde E-250) quality Joist, channel, angle, or tee sections, fixed independently, without connection plate, etc. complete all as specified and as directed.(upto 4storey) |
| 56 | All as per item No. 55 here in before but 5 storey to 8 storey complete all as specified and as directed. |
| 57 | All as per item No.55 here in before but 9 storey to 12 storey complete all as specified and as directed. |
| 58 | Plates (plain or chequered) channels. Square cut or notched (ordinary and counter sunk) forming holes, without any attachment complete all as specified and as directed.(upto 04 storey) |
| 59 | All as per item No. 58 here in before but 5 storey to 8 storey complete all as specified and as directed. |
| 60 | All as per item No. 58here in before but 9 storey to 12 storey complete all as specified and as directed. |
| 61 | Cutting opening in cement concrete walls (any description)With or without reinforcementfor door, window and other openings(with or without reveals) or enlarging existing openings, including trimming surfaces to receive rendering, etc complete all as specified and as directed.(upto 4 storey) |
| 62 | All as per item No. 61 here in before but 5 storey to 8 storey complete all as specified and as directed. |
| 63 | All as per item No.61 here in before but 9 storey to 12 storey complete all as specified and as directed. |
| 64 | Cutting opening in cement concrete walls (any description) With cut of reinforcement for door, window and other openings(with or without reveals) or enlarging existing openings, including trimming surfaces to receive rendering, etc. complete all as specified and as directed.(upto 04 storey) |
| 65 | All as per item No. 64 here in before but 5 storey to 8 storey complete all as specified and as directed. |
| 66 | All as per item No.64 here in before but 9 storey to 12 storey complete all as specified and as directed. |
| 67 | Demolition of brickwork or stone boulder masonry, built in cement mortar or cement lime mortar including all quoins,arches, pillars,etc. but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed. |
| 68 | All as per item No. 67 here in before but 5 storey to 8 storey complete all as specified and as directed. |
| 69 | All as per item No.67 here in before but 9 storey to 12 storey complete all as specified and as directed. |
| 70 | Material and labour brick work with fly ash brick straight or curved on plan exc. 6m mean radius, built in cement mortar (1:6) completeall as specified and directed. |
| 71 | All as per item No. 70 here in before but 5 storey to 8 storey complete all as specified and as directed. |
| 72 | All as per item No. 70 here in before but 9 storey to 12 storey complete all as specified and as directed. |
| 73 | Demolition of PCC in ground floorand pavings not exc 15 cm thickness below or above ground level complete all as specified and directed. |
| 74 | M&L for 100 mm thick PCC (1:3:6) type C2(20 mm graded stone agg) as in flooring, finished even and smooth with using extra cementcomplete all as specified and directed. |
| 75 | Taking down cement plaster on brick or stone wall surfaces including glazed tiles wherever exists including raking out joints, hacking for key and scrubbing down with water complete all as specified and as directed.( upto 4 storey) |
| 76 | All as per item No. 75 here in before but 5 storey to 8 storey complete all as specified and as directed. |
| 77 | All as per item No.75 here in before but 9 storey to 12 storey complete all as specified and as directed. |
| 78 | M&L for Rendering on ceiling 5 mm thick in cement mortar (1:3) onof concrete surface finished even and smooth with out using extra cement complete all as specified and directed. |
| 79 | All as per item No. 78 here in before but 5 storey to 8 storey complete all as specified and as directed. |
| 80 | All as per item No.78 here in before but 9 storey to 12 storey complete all as specified and as directed. |
| 81 | M&L for 15mm thick plastering on fair faces of brick wall and concrete surfacesin CM (1:4) surface finished even and fair complete all as specified and directed. |
| 82 | All as per item No. 81 here in before but 5 storey to 8 storey complete all as specified and as directed. |
| 83 | All as per item No. 81 here in before but 9 storey to 12 storey complete all as specified and directed. |
| 84 | M&L for onecoat of white wash on old decorated surface of internal walls incl preparation complete all as specified and directedupto 4 storey bldg. |
| 85 | All as per item No. 84 here in before but 5 storey to 8 storey complete all as specified and directed. |
| 86 | All as per item No. 84 here in before but 9 storey to 12 storey complete all as specified and directed. |
| 87 | M&L for one coat of white wash on old decorated surface of ceiling incl preparation complete all as specified and directedupto 4 storey bldg. |
| 88 | All as per item No. 87 here in before but 5 storey to 8 storey complete all as specified and directed. |
| 89 | All as per item No. 87 here in before but 9 storey to 12 storey complete all as specified and directed. |
| 90 | M&L for three coat of white wash on new decorated surface of internal walls incl preparation complete all as specified and directed upto 4 storey bldg. |
| 91 | All as per item No. 90 here in before but 5 storey to 8 storey complete all as specified and directed. |
| 92 | All as per item No. 90 here in before but 9 storey to 12 storey complete all as specified and directed. |
| 93 | M&L for three coat of white wash on new decorated surface of ceiling incl preparationcomplete all as specified and directed upto 12 storey bldg. |
| 94 | All as per item No. 93 here in before but 5 storey to 8 storey complete all as specified and directed. |
| 95 | All as per item No.93 here in before but 9 storey to 12 storey complete all as specified and directed. |
| 96 | Taking out/Stripping of old Roof treatment membranes/Tar felt incl layer ofcement mortar of any type carefully from roof surfaces (without damaging roof ) and incl preparation of old roof surfaces by picking, sweeping, cleaning and washing down with water to remove dust & receive new treatment complete all as specified and directed. (from 5 storey to 8 storey) complete all as specified and directed. |
| 97 | All as per item No.96 here in before but 9 storey to 12 storey complete all as specified and directed. |
| 98 | M&L for 25mm thick PCC (1:2:4) type \"B-0\" using 12.5 mm graded crushed stone aggregate for padding concrete with minimum thickness of 25 mm with a slope of (1:40) complete all as specified and as directed (From 5 to 8 storey high bldg.) |
| 99 | All as per item No. 98 here in before but 9 storey to 12 storey complete all as specified and directed. |
| 100 | M&L for 10 mm thick screed bed in cement mortar (1:4) mixed with Water Proofing Compound as per manufacture\"s instructions and top surface finished even and smooth to recieve water proofing treatment complete all as specified and as directed (from 5 to 8 storey high bldg).Note : Water Proofing Compound shall be measured and paid separately. |
| 101 | All as per item No. 100 here in before but 9 storey to 12 storey complete all as specified and directed. |
| 102 | Supply only Integral water proofing compound complete in all respect as specified and directed. |
| 103 | M&L cutting out cracks to \"V\" section in existing roofs of terracing cleaning out, wetting, grouting, with cement sand slurry (1:3) complete all as specified and as directed (from 5 to 8 storey high bldg) |
| 104 | All as per item No. 103 here in before but 9 storey to 12 storey complete all as specified and directed. |
| 105 | M&L APP based polymeric membrane minimum weighing 3kg/sqm and minimum 3mm thick reinforced with polyster non wove fabric (wt. not less than 150 gms/sqm) laid over and including primed surface by forced application complete all as specified and directed from 5 to 8 storey high of bldg. |
| 106 | All as per item No.104 here in before but 9 storey to 12 storey complete all as specified and directed. |
| 107 | Taking down chowkhats or frames with shutters ( without taking off shutters from the frames) area exc 1.5 sqm but not exc 4 sqm eachcomplete all as specified and directed (up to 4 storey high building). |
| 108 | All as per item No. 107 here in before but 5 storey to 8 storey complete all as specified and directed. |
| 109 | All as per item No. 107 here in before but 9 storey to 12 storey complete all as specified and directed. |
| 110 | S & F 30 mm thick flush shutters, solid core construction, with block board core and plywood face panels, commercial typecomplete all as specified and directed.(Upto 4 storey bldg) |
| 111 | All as per item No. 110 here in before but 5 storey to 8 storey complete all as specified and directed. |
| 112 | All as per item No. 110 here in before but 9 storey to 12 storey complete all as specified and directed. |
| 113 | S&F in repairs Steel windows with side hung shutters including projecting type hinges with steel handle, and steel peg stay, complete Gauzed with glazing bars, dovetailed or welded complete including taking down old steel window complete all as specified and directed.(Upto 4 storey bldg) |
| 114 | All as per item No. 113 here in before but 5 storey to 8 storey complete all as specified and directed. |
| 115 | All as per item No. 113 here in before but 9 storey to 12 storey complete all as specified and directed. |
| 116 | S&F in repairs Steel windows with side hung shutters including projecting type hinges with steel handle, and steel peg stay, complete Gauzed without glazing bars, dovetailed or welded complete including taking down old steel window complete all as specified and directed. (Upto 4 storey bldg) |
| 117 | All as per item No. 116 here in before but 5 storey to 8 storey complete all as specified and directed. |
| 118 | All as per item No.116 here in before but 9 storey to 12 storey complete all as specified and directed. |
| 119 | S & F in repair framed work such as grills, gratings, etc. with ends of bars shouldered and /or riveted or forged into spikes, framed guard bars barred iron doors; ladders framed alusters; wald ways; railings; framework of water tanks and similar work confrming to Fe-290 Gde -E 165 complete all as specified and directed. |
| 120 | All as per item No. 119 here in before but 5 storey to 8 storey complete all as specified and directed. |
| 121 | All as per item No.119 here in before but 9 storey to 12 storey complete all as specified and directed. |
| 122 | S&F 100 mm long butt hinges medium weight, cold rolled mild steel and fixed complete all as specified and directed.(Upto 4 storey bldg) |
| 123 | All as per item No.122 here in before but 5 storey to 8 storey complete all as specified and directed. |
| 124 | All as per item No. 122 here in before but 9 storey to 12 storey complete all as specified and directed. |
| 125 | S&F aluminium anodised handles cast type, anodised 150mm long complete all as specified and directed.(Upto 4 storey bldg) |
| 126 | All as per item No. 125 here in before but 5 storey to 8 storey complete all as specified and directed. |
| 127 | All as per item No. 125 here in before but 9 storey to 12 storey complete all as specified and directed. |
| 128 | S&F aluminium anodised tower bolt cast type, anodised 200 mm long complete all as specified and directed.(Upto 4 storey bldg) |
| 129 | All as per item No. 128 here in before but 5 storey to 8 storey complete all as specified and directed. |
| 130 | All as per item No.128 here in before but 9 storey to 12 storey complete all as specified and directed. |
| 131 | S&F 300mm long sliding door bolts with hasp stapple (bolt type) and fixing clips of sheet cast or extruded sections and fixing bots and sliding bolts of extruded or cast aluminium alloy complete all as specified and directed. (Upto 4 storey bldg) |
| 132 | All as per item No. 131 here in before but 5 storey to 8 storey complete all as specified and directed. |
| 133 | All as per item No.131 here in before but 9 storey to 12 storey complete all as specified and directed. |
| 134 | S&F second class hard wood (sal) plain, solid, straight chowkhats and frames, wrought, framed rebated on the solid, rounded or chamfered, put together with glue pinned at joints complete all as specified and as directed. |
| 135 | All as per item No. 134 here in before but 5 storey to 8 storey complete all as specified and directed. |
| 136 | All as per item No.134 here in before but 9 storey to 12 storey complete all as specified and directed. |
| 137 | Hacking out old brokenglass (any thickness, size, quality or description) from wooden frames/steel/aluminiumframes glazed with putty or fixed with beads complete all as specified and directed.(Upto 4 storey bldg) |
| 138 | All as per item No. 137 here in before but 5 storey to 8 storey complete all as specified and directed. |
| 139 | All as per item No.137 here in before but 9 storey to 12 storey complete all as specified and directed. |
| 140 | S&F 4mmplain sheet glass ordinary quality and glazed with oil putty or fixed with fillets 2nd class hard wood of sectional area of glass not exc 0.5 sqm each pane complete all as specified and directed. (Upto 4 storey bldg) |
| 141 | All as per item No. 140 here in before but 5 storey to 8 storey complete all as specified and directed. |
| 142 | All as per item No.140 here in before but 9 storey to 12 storey complete all as specified and directed. |
| 143 | S & Fstainless steel wire cloth, 0.36 mm dia of wire and average width of aperture 1.40 mm and fixed with tinned tacks, or galvanized wire staples incl of dismentling complete all as specified and directed.(Upto 4 storey bldg) |
| 144 | All as per item No. 143 here in before but 5 storey to 8 storey complete all as specified and directed. |
| 145 | All as per item No. 143 here in before but 9 storey to 12 storey complete all as specified and directed. |
| 146 | Demolition of cement concrete (reinforced) in ground floor and paving not exceeding 15 cm thick (below or above G.L) complete all as specified and directed. |
| 147 | M&L for RCC(Nominal Mix) in type-B1 (1:2:4) (20mm graded stone aggregate) Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed. |
| 148 | Demolition of cement concrete (reinforcement as in roof floors (other than ground floors) beams, staricase landing, chajjas and similar suspended work complete all as specified and directed. |
| 149 | M&L for RCC(Nominal Mix) in type-B1 (1:2:4) (20mm graded stone aggregate) Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specfified and directed. |
| 150 | S& F hard drawn steel wire fabric weight exceeding 4.0 Kg/Sqm cut to lengths, bent to shape required and welded to angle /channel complete all as specified and directed. |
| 151 | Material & labour preparation of new steeland iron surfaces of any description areaexc 10 cm width or girth and applying two coats of synthetic enamel paint over a coat ofred oxide and zinc chrome primer,complete all as specified and directed.(upto 12 storey High of building) |
| 152 | Material & labour preparation of old steeland iron surfaces of any description areaexc 10 cm width or girth and applying one coat of synthetic enamel paint complete all as specified and directed.(upto 12 storey High of building) |
| 153 | Demolition of RCC of any description and in any position not otherwise specifically provided for complete all as specified and directed.(upto 4 storey) |
| 154 | All as per item No. 153 here in before but 5 storey to 8 storey complete all as specified and directed. |
| 155 | All as per item No. 153 here in before but 9 storey to 12 storey complete all as specified and directed. |
| 156 | Material , labour forapplying of high efficiency polymeric resin base filmforming curing agent/compoundover concretesurfaceandmaximum coverage area 5.00 Sqm per litre as per manufacturers instruction complete all as specified and directed.(upto 12 storied bldg) Make:- Concure LP90 of FOSROC or equivalents solutions SIKA/STP/ Maruti / Choksey chemicals. |
| 157 | M& L for Point wiring with 2.5 Sqmm PVC insulated andunsheathed multistranded copper conductor cable, 1100 volts grade, ISI marked, FRLSH type drawn through and including stove enamelled steel conduit (ISI marked) of adequate size and its accessories with sunk cast iron/pressed steel terminal boxes of size 1.2 mm thick,one light or one fan point controlled by one switch incl 2.5 Sqmm (nominalarea) copper conductor cable (multistrand), FRLSH type, PVC insulated and unsheathed with colour code earth wire connected to common earth dolly at one end and metalic bodies of luminaires/ fan at other end complete all as specified and directed for the following:- |
| 158 | One light point / one fan point controlled by one, one way swtich. |
| 159 | All as per ser item No 157 here in before but on independent board. |
| 160 | Supply and fixing in replacement switch socket combination 2 in 1, 5 pin, 6 Amps flush type complete all as specified and as directed. |
| 161 | S & F LED light fitting (1x9W/1X10W) bulkhead luminaires including LED light driver holder connecting up with three core flexible copper conductor cable of suitable size complete all as specified and as directed. |
| 162 | MCB DB SPN16Waycomplete all as specified and as directed.Make : Legrand / Equivalent in L & T/Indo Asian/Standard |
| 163 | Supply andfix in replacementMCB of following rating complete all as specified and as directed. Make: Legrand/L &T/ Standard Havell\"s |
| 164 | MCB SP6 to 40 Amp complete all as specified and as directed. |
| 165 | MCB DP/SPN6 to 40 Amp complete all as specified and as directed. |
| 166 | MCB TPN 40 to 63 Amp complete all as specified and as directed. |
| 167 | S & F earth leakage protection RCCB DP 30mA complete all as specified and as directed. |
| 168 | S & F earth leakage protection RCCB FP 100mA complete all as specified and as directed. |
| 169 | Supply and laying or fixing inreplacementtwinsub maincable with 2 x 6 Sqmm multistrand PVC insulated unsheathedcopper conductorPVC cable , in pvc casing caping/conduit/MS Conduit including contineous earth wire 1 x 6 Sqmm copper conductor insulatedunsheathed complete all as specified and directed. |
| 170 | Materials and labour for earthing as in repair complete with galvanised iron earth plate electrode 600 mm x 600 mm x 6 mm thick, burried directly and preferably vertically in ground, earth pit not less than 2.25 Mtr deep below ground level with top edge of the plate not less than 1.5 m below ground level connetced with galvanised strip of size 32x6mmby means of nuts, bolts, check nuts and washers made of galvanised iron or steel earthing lead to be protected by galvanised iron pipe 40 mm bore (medium grade) and other end connected to earthing test point or lightening arrestor or main controlling switch as directed including providing funnel with 20mm bore galvanised iron pipe (light grade), wire mesh, charcoal or coke and common salt in alternate layer of 15cm (compacted thickness) all round the earth electrode, concrete earth pit in PCC (1:3:6) type C-1 (with 20mm graded aggregate), 50mm thick precast RCC (1:2:4) cover slab (re-inforced with 8mm dia TMT bar @ 15 cm C/C bothways and suitable handle made of 10mm dia) including necessary earth work in excavation, returning filling and removal of surplus earth upto a distance not exceeding 50 m etc all as shown on electrical plate No. 3 of MES Schedule Part-I(2009) complete including testing on completion all as specified and as directed. |
| 171 | Supply and fixing in repair for earth continuity conductor or main earthing lead fixed to wall on batten or recess or chases or buried in ground or drawn in conduit/pipe orfixed to poles or any other indicated situation for loop earthing etc. as required 32x6mm galvanised iron strip.and complete all as specified and as directed. |
| 172 | Supply and lay XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 35 sq. Mm 4 Core complete all as specified and directed |
| 173 | Supply and lay XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 25 sq. Mm 4 Core complete all as specified and as directed. |
| 174 | Dismanteling and taking down of the 12 passengers lift machine (G+12) carefully andall electrical and mechanical components, assemblies, sub systems such as drives, machine, controls panels, lift car, ropes, ARD guides, counterweights, rails, beams and doors, electrical wirings, control wirings etc complete of exising unserviceable lifts including taking down all steel work and components from machine room, lift shaft , lift pit and stacking neatly all retrieved components for perusal of BOO and making good the disturebed surface in Machine room at all landing and in lift door facias, to match with the existing surfaces, all as directed at site by Engineer-in Charge for following lifts :- (Making good to disturbed surfaces will be paid under relevent items listed in schedule of B/R works mentioned here-in-before )Location of Lift :Turf View B-16 (Offr Lift) |
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| 2 | Click here to download tender document | Tender Documents |
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