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| 1 | Surface excavation n.exc. 30 cm deep and averaging 15 cm deep in soft/loose soil and getting out in and including clearing all grass vegetation, saplings, shurbs, brush woods under growth roots and trees not exceeding 30cm girth complete all as specified and directed by Engineer-in-Charge. |
| 2 | Excavation in trenches in soft/loose soil not exceeding 1.50 meter wide and not exceeding 1.5 meterin depth; for foundation or forshafts, wells, cesspits, manholes, pierholes, etc. not exceeding 10 sq. m on plan andgetting out complete all as specified. |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator)means over areas (exceeding 30 cm in depth,1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in charge |
| 4 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm thick each,excavated soil in soft/loose soil, complete, all as specified and directed by Engineer-in-Charge. |
| 5 | Removingof surplussoil/ excavated material to a distance exceeding 250 metre but not exceeding 500 metres and depositing where directed at a level not exceeding 1.5 mtr above the starting point complete, all as specified and directed by Engineer-in-Charge. |
| 6 | Plain cement concrete (1:2:4) type B-2,using 40 mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and directed. |
| 7 | Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, builtin cement mortar 1:6 in retaining walls,abutments and similar works complete all as specified and directed by Engineer-in-Charge. |
| 8 | Plain cement concrete1:3:6 type C-1using 20mm graded crushed stone aggregate as in cement concrete in roof kerbs or mud stops,back filling of chowkats, holdfasts,coping,bed plates,cills, rounded or chamfered on edges with and including using necessary use and waste of formwork for fair finished surface complete all as specified and directed by Engineer-in-Charge. |
| 9 | Plain cement concrete1:2:4 type B-1using 20mm graded crushed stone aggregate as in cement concrete in roof kerbs or mud stops,back filling of chowkats, holdfasts,coping,bed plates,cills, rounded or chamfered on edges with and including using necessary use and waste of formwork for fair finished surface complete all as specified and directed by Engineer-in-Charge. |
| 10 | Flush pointing random rubble masonry, uncoursed or brought upto courses in cement mortar 1:4 complete all as specified and directed. |
| 11 | 110mm bore, PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floorscomplete all as specified and directed by Engineer-in-Charge. |
| 12 | Hardcore of Broken stone or boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete, all as specified and directed by Engineer-in-Charge. |
| 13 | Plain cement concrete (1:4:8) type D-2,using 40 mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and directed. |
| 14 | Reinforced Cement Concrete Design MixM-25 using 20mm graded mechanically crushed stone aggregate as in foundations including rafts,footings,foundation beams,plinth beams,bases for columns,basement slabs,under reamed piles and mass concrete and the like complete all as specified and directed by Engineer-in-Charge. |
| 15 | Reinforced Cement ConcreteDesign MixM-25 using 20mm graded mechanically crushed stone aggregate as in columns,pillars,piers and struts and the like complete all as specified and directed by Engineer-in-Charge. |
| 16 | Reinforced Cement Concrete Design MixM-25 using 20mm graded mechanically crushed stone aggregate as in Beams, cantilevers, bressummers, lintels over 1.5m span bed blocks,coping and the like complete all as specified and directed by Engineer-in-Charge.. |
| 17 | Reinforced Cement ConcreteDesign MixM-25 using 20mm graded mechanically crushed stone aggregate as in 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 by Engineer-in-Charge. |
| 18 | Reinforced Cement Concrete Design MixM-25 using 20mm graded mechanically crushed stone aggregate as in Chajjas and the like complete all as specified and directed by Engineer-in-Charge. |
| 19 | TMT steel bars 10mm dia and over, of grade Fe-500D 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 directed by Engineer-in-Charge. |
| 20 | TMT steel bars 5mm dia and over upto and including 10mm dia ,of grade Fe-500D cut to length, bent to shape required, including cranking, bending stirrups 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 as in strirrups , spacers and binders complete all as specified and directed by Engineer-in-Charge. |
| 21 | Use & waste of formwork to sides of concrete foundation, footings, bases of columns, raft and raft beams, sides and soffits of foundation and plinth beams and similar works, vertical or to batter surfaces of concrete etc. (rough finished flat surfaces of concrete), complete all as specified and directed by Engineer-in-Charge. |
| 22 | Use & waste of formwork to sides of pillars,posts,struts,piers,columns and stanchios etc. (rough finished flat surfaces of concrete), complete all as specified and directed by Engineer-in-Charge. |
| 23 | Use & waste of formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves inncluding supports, overhangs, etc. also splays between floors and beams, etc. (rough finished flat surfaces of concrete), complete all as specified and directed by Engineer-in-Charge. |
| 24 | Use & waste of Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings , slab over manholes similar work; not exceeding 200mm thick (Horizontal or sloping) (rough finished flat surfaces of concrete), complete all as specified and directed by Engineer-in-Charge. |
| 25 | Use & waste of formwork to to chullah hoods, chajjas,troughs and similar items including edges etc. (rough finished flat surfaces of concrete), complete all as specified and directed by Engineer-in-Charge. |
| 26 | Brickwork with fly ash bricks, straight or curved on planexceeding 6.00 metre mean radiusbuilt in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge. |
| 27 | Rendering 10 mm thick in cement mortar 1:6, on fair faces of brick or concrete surfaces , trowelled to even and smooth surface without using extra cement, complete all as specified and directed by Engineer-in-Charge. |
| 28 | Rendering 15 mm thick in cement mortar 1:4, on brick or concrete surfaces in two layersmixed with water proofing compound on top layer, trowelled to even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge.NOTE: Water proofing compound shall be measured and paid separately. |
| 29 | Rendering 5 mm thick in cement mortar 1:3as in ceiling/soffits of slabs/Chajja/ Sunshade finishing the plastered surface even & smooth without using extra cement etccomplete all as specified and directed by Engineer-in-Charge. |
| 30 | Supply only liquid water proofing compound ISI Marked complete all as specified and directed. |
| 31 | Preparation of new plastered surfaces of wall and applying two coats of oil bound distemper on walls over and including 1 mm wall care puttyand one coat of chalk whitening complete all as specified and directed. |
| 32 | Prepration of new surfaces and applying two coats of 100% Premium acrylic emulsion paint having VOC less than 50gm/liter and UV resistance as per IS 15489:2004, Alkali & fungal resistence, dirt resistence exterior paint of required shade with silicon additives @1.43 liter/ 10 Sqm over and including priming coat of exterior primer applied @ 0.90 liter/ 10 sqm over new surfaces. |
| 33 | Preparation of new plastered surfaces of wall and applyingthree coats of white wash complete all as specified and directed by Engineer-in-Charge. |
| 34 | First quality Non - skid coloured Ceramic tiles 7 to 8mm thick (square/ rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm asin floors etc. set and jointed in neat cement mortarover and inculding 15 mm thick screed in cement mortar (1:6) and pointed in white or coloured cement to match the tiles complete all as specified and directed by Engineer-in-Charge. |
| 35 | Glazed ceramic colouredtiles 450 x 300 x 7mm thick invertical surface such as skirting , dado etc. over and including 10 mm thick rendering in CM 1:4 thick set and jointed in neat cement mortar and pointed in white or colour cement to match tiles complete all as specified and directed by Engineer-in-Charge. |
| 36 | Machine cut Kota stone slab20-25 mm thick as in skirting, dado and pillars etc , laid over & including 15 mm thick rendering in cement mortar 1:6 and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing (mirror finish) complete all as specified and directed by Engineer-in-Charge. |
| 37 | Machine cut Kota stone slab20-25 mm thick as in skirting, dado and pillars etc , laid over & including 10 mm thick rendering in cement mortar 1:4 and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing (mirror finish) complete all as specified and directed by Engineer-in-Charge. |
| 38 | Granite jet black shade, 18-20mm thick, (table rubbed and polished) in single piece (in one direction) machine cut, machine polished,bedded and jointed with adhesive suitable for granite/stone & pointed with grout of matching shade including necessary cutting over & including 15 mm thick(average thickness) cement mortar(1:4) screed, as in partition,cookingplatform,shelves,RCCcounters,windowcills&similarsituations,complete all as specified and directed by Engineer-in-Charge. |
| 39 | Factory madebox type steel windows with pressed steel frame min 1.25 thick complete including mild steel acessories like lugs, door stopper, holdfasts, pintol hinges, handles( minimum One for each shutter), and ISI marked tower bolt 150mm size (minimum 2 for each shutter) etc. withglazing bars and without glazing bars (Double shutter ) dovetailed or welded with one shop coat of zinc chromate primer, complete all as specified and directed by Engineer-in-Charge.Note:(i) Fabrication as per TD-276 (R) SH 1/4 to 2/4, 3/4, 4 (R) /4(ii)Mode of measurement Unit will befor the complete window except Glass/ Gauge but incl fittings, ISI marked iron mongery complete as per TD.(iii) The PCC back filling in chowkhat of window, Grills,Sheet glass and wire gauge will be measured and paid separately against respective items. |
| 40 | Factory made Pressed steel frames, confirming to IS, having profile125 x 60 mm , 1.25 mm thick MS sheet for doors with one or more rebates including necessary fixing lugs, and fixing only 100 mm size hinges, lock strike plate, etc., with one shop coat of zinc chromate primer and fixing complete all as specified and directed by Engineer-in-Charge. |
| 41 | 35mm plain framed panelled shutter (Min 2 panels) with 2nd class hard wood rails & styles and panel of 9mm BWP commercial ply on both faces. The size of rail and stile as per IS 1003(part I) klin seasoned and chemically pressure treated, complete as per direction of Engineer-in-Charge. |
| 42 | 35 mm thick factory made glazed & Skeleton shutters of 2nd class Hardwood open rebated & prepared to receive glass or gauze etc without sash bar open rebated with edges of framing plain, chamfered or rounded, fitted with cut & mitred beads for securing glass or guage etc size ofstiles rails etc as specified in sec 8 clause 8.24 (a) of SSR Part-I (2009) complete all as specified and directed by Engineer-in-Charge. |
| 43 | 250 mm long,stainless steel sliding door bolt with haspe 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 bolt not less than 12mm dia with and including a minimum of 6 bolts and nuts, four on bolt plate and two on staple plate and fixed complete all as specified & directed by Engineer in Charge. |
| 44 | 100 mm long,stainless steel sliding tower bolt with haspe 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 fixedcomplete all as specified & directed by Engineer in Charge. |
| 45 | 4 mm thick figured glass pin head type and glazing with oil putty in square not exc 0.5 sqm each and using Silicon for fixing of glass in addition to glazing putty complete all as specified and directed by Engineer-in-Charge. |
| 46 | Stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mmfixed with stainless steel wire staplescomplete all as specified and directed by Engineer-in-Charge. |
| 47 | 6mm thick bakelite sheet printed/wood grain finish/decorative choice fixed in aluminium panels complete all as specified and as directed by Engineer-in-Charge. |
| 48 | 75 mm thick, cement concrete type C-1, 1:3:6 using 20 mm graded stone aggregate, finished even & smooth without using extra cement, as in plinth protection, complete all as specified.Plinth protection shall be laid in 1:20 slope and joint filling sealed with bituminous sealing compound grade \"A\" . |
| 49 | Forming Contraction (Dummy) joints 25mm deep x 10mm wide,filled with sealing compound Grade \"A\" complete all as specified and directed. |
| 50 | Water proofing roof treatment/sunken treatment using APP polymeric water proofing membrane minimum 3 mm thick and weighting not less than 3Kg/Sqmblack finish reinforced with non-woven polyster matt wt not less than 150 gms/Sqm with thermo fusable finish laid over compatible bitumen primer at the rate of 0.40 Ltr/Sqm over cleaned surface including parapet,applying a coat of blown bitumen 85/25 grade @ 1.2 kg per square metre over priming coat torching over laps with a propane or butan gas torch with a over lap of 100 mm at the side and 150 mm at the ends and sealingall as per manufacturers instructions incl wire brushing and cleaning the top surfaces of concrete, roof surfacesetc. with water including flashings and junction of parapets etc complete all as specified and directed. |
| 51 | 75 mm thick Cement concrete (1:3:6) type C-2,using 40 mm graded mechanically crushed stone aggregateas in sub base of floor,path,floor,hardstandingcomplete all as specified and directed by Engineer-in-Charge. |
| 52 | Prepolised chequered cement concrete coloured tiles 20cm X 20cm X 25cm thick, with grey cement and pigment, jointed and pointed in neat cement slurry in floor laid over and inclding 15mm thick screed bed in cement mortar (1:4) complete all as specified and directed. |
| 53 | Plain cement concrete1:2:4 type B-1using ( 20mm graded crushed stone aggregate) kerbs or mut stops, rounded or chamfered on edges etc complete including necessary form work complete all as specified and directed. |
| 54 | Plain cement concrete1:3:6 type C-1using 20 mm graded crushed stone aggregate as in surface channels ,drains,paver block end locking ,benching rounded or chamfered on edges with and including using necessary use and waste of formwork for fair finished surface and forming the finished drain using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 55 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc. complete all as specified and directed. |
| 56 | Point wiring using approved colour coding as per IS ,with stranded copper conductor1.5 sqmm (nominal area ) single core , flame retardant low smoke and low halogen FRLSHPVC insulated unsheathed , 1100 V grade conforming to IS 694 ,marked TEC and FIA approved in and including PVC conduit medium grade ISI marked 20mm dia with all fittings and accessories, concealed type/ surface type (surface type only on ceiling), PVC junction boxes, modular metal sunken/flush boxesof any modules from 2 to 18 Modules with Inner and outer modular cover plates, including FRLSHflame retardant low smoke and low halogen rigid PVC insulated unsheathed stranded copper conductor 1.5 Sqmm (nominal area )single core cable as earth continuity conductor to common earth and connected to earth dolly complete all as specified and directed by Engr-in-charge.Note :- 1. Cutting/chasing of wall etc. deemed to be included in the quoted rate of this item. 2. Modular metel flush/sunken Box along with modular switch/socket cover plate & sheet are inclusive in the item rate quoted.3. Only switch socket and fan regulators to be measured and paid separately |
| 57 | Same all as per item No 56 above but for 3 pin 5 Amps socket outlet on same board all as directed. |
| 58 | Point wiring using approved colour coding as per IS ,with stranded copper conductor4.0 sqmm (nominal area ) single core , FRLSH flame retardant low smoke and low halogen PVC insulated unsheathed , 1100 V grade conforming to IS 694 ,marked TEC and FIA approved in and including PVC conduit medium grade ISI marked 20mm dia with all fittings and accessories, concealed type/ surface type (surface type only on ceiling), PVC junction boxes, modular metal sunkun/ flush boxsof any modules from 2 to 18 Modules with Inner and outer modular cover plates, including FRLSHflame retardant low smoke and low halogen rigid PVC insulated unsheathed stranded copper conductor 2.5 Sqmm (nominal area )single core cable as earth continuity conductor to common earth and connected to earth dolly complete all as specified and directed by Engr-in-charge.Note :- 1. Cutting/chasing of wall etc. deemed to be included in the quoted rate of this item. 2. Modular metel flush/sunken Box along with modular switch/socket cover plate & sheet are inclusive in the item rate quoted.3. Only switch, socket and fan regulators to be measured and paid separately |
| 59 | Modular snap Switch one way 6 Ampsone module complete all as specified and directed. |
| 60 | Modular Socket 6 Amps 5 Pin2 Module complete all as specified and directed. |
| 61 | Modular snap Switch one way 16 Ampsone module complete all as specified and directed. |
| 62 | Modular Socket 6/16Amps 5 Pin2 Module complete all as specified and directed. |
| 63 | Modular blanking plate suitable for 6/4 Module complete all as specifiedand directed |
| 64 | Modular blanking plate suitable for 2 Module complete all as specifiedand directed |
| 65 | Modular fan Regulator step electronic type2 module complete all as specified and directed. |
| 66 | Ceiling rose surface backlite 65 x 20mm size three terminalcomplete all as specified and directed. |
| 67 | Lamp holder, PVC/ Polycarbonate type with back plate with and including one no of LED bulb 15 watt Base-22 retrofit typecomplete all as specified & directed. |
| 68 | LED lights fitting 1x 20 Watt, 220V,AC decorative box type with driver, holder including LED tube light connecting up with three core flexible copper conductor cable of suitable size from ceiling rose including 20 watt LED tube rod complete all as specified and directed. |
| 69 | 10W Bulk head LED luminaries Die cast aluminium alloybody ,heat resistent prismatic glass cover ,with specially designed gasket incl all accessories & fixtures,internally prewired and connecting by provding copper flexible wire 23/.0076 mm twin core upto fitting, complete in all respects complete all as specified anddirected by Engineer-in-Charge. |
| 70 | Distribution Boarddouble doormade out of CRCA mild steel sheet surface with insulated material like polyester or with epoxy powder coating and IP 43 & IK 09 protection, surface mounting, SPN 4, 240 volts with bus bar rating 200 Amps, dust and vermin proof suitable for incorporation of MCB’s and isolators etc flushed on the existing wall , to match with existing surface and making all necessary connections complete all as specified and directed |
| 71 | Isolator DP 2 pole 40 Amp 230 Volt complete all as specified and directed. |
| 72 | Isolator SP, 230 Volts of capacity upto 40 Amps complete all as specified and directed. |
| 73 | Supply and laying burnt bricks sub class \"B\" old size for cable protection laid flat length perpenducualr to the axis of cable complete all as specified and direted by Engineer-in-Charge. |
| 74 | Clean dry sand laid in trenches/ducts for bedding andcushioning to cable, 8cm in depth before laying the cable and 15 cm in depth after laying the cable including spreading, levelling and consolidation complete all as specified and directed. Note : Consolidated/punned sand shall be measured for payment purpose. |
| 75 | XLPE insulated, screened, PVC bedded, galvanised steel strip or wire armoured, electric cables (heavy duty) cross sectional area 10 sq. mm, 2 core,stranded aluminium conductor including cable glands, cable lugs etc , to suit the cable size, 1100 volt grade, ISI marked,laid in trenches or fixing along the poles or passing through the pipes or laid under floors or through walls/ducts etc. complete all as specified. |
| 76 | GI pipes light grade size 40 mm dia for protection of UG cable,road crossing, laid in trenches or fixing along the poles or passing through the pipes or laid under floors or through walls/ducts etc. complete all as specified. |
| 77 | Earthing complete with and including galvanised steel earth plate electrode 60 mm x 60 mm x 6 mm surrounded by a mixture of charcoal and salt in alternate layers burried directly in ground vertically in a pit of depth not less than 2.25 m deep below ground level with top edge of earth plate at a depth of not less than 1.5 m below ground level, connected with and including galvanised iron or steel earth wire, 4mm dia (No. 8 SWG) by means bolts, nuts, check nuts and washers made out of galvanised iron, 15 mm bore (Medium grade) GI pipe for protection of earthing lead, 20 mm bore (Medium grade) GI pipe for watering with funnel, wire mesh and including necessary excavation and earth work, PCC 1:2:4 type B-1 pit and 40 mm thick RCC M-25(Design mix) reinforced with XPM (weight not less than 3 kg/sq m) pit cover, C.I frame, charcoal and common salt filling in alternate layers, complete all as shown and specified in electrical plate No. 3 of SSR Part-I (2009) complete all as shown on drawings and as specified and directed by Engineer-in-Charge.Note : The unit rate includes for protecton pipe 15mm and GI earth strip 4mm from top of earth plate upto 7.50 metre above ground level. |
| 78 | Supply and fixing ceiling fans complete with blades, down rods, electronic regulator and accessories, 230 V, 1200 mm sweep. Min air delivery 210 CFM with service value 6.00 BEE. Five star rated with brushless direct current motor (BLDC) and provision of flexible copper conductor cable 3 core complete all as specified and directed. |
