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| 1 | Surface dressing n exc 15 cm deep Hard/dense soil complete all as specified and directed by EIC. |
| 2 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in hard/ dense soil |
| 3 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/disintegrated rock |
| 4 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm.in soft/ disintegrated rock |
| 5 | Spreading and levelling in layers n exc. 25 cm thick and well ramming including watering as required |
| 6 | Removing excavated material beyond 5 km upto total distance of 15 km and depositing where directed |
| 7 | M&L for PCC 1:4:8 type D2 (Using 40mm graded stone aggregate) as in foundation, filling and mass concrete including necessary form work if required complete all as specified and directed by EIC. |
| 8 | M&L Formwork to sides of concrete foundations, footings, bases of columns, raft and matt beams sides and soffits (if any) of foundation and plinth beams; and similar work ; vertical or to batter ,flat surfaces complete all as specified and directed by EIC. |
| 9 | M&L Forrnwork to sides of pillars. posts. struts. piers. columns and stan- rchions for fair finished surfaces of concrete,square,rectangular or polygonal complete all as specified and directed by EIC. |
| 10 | Formwork to sides and soffits of floor or roof beam. beam hauchings. girders. bressum-mers.· lintels. cantilevers. shelves including supports. overhangs. etc. also splays between floors and beams. etc.. for flat surfaces complete all as specified and directed by EIC. |
| 11 | Formwork to chullah hoods, chajjas, troughs and similar items including edges for flat rough finished surfaces of concrete complete all as specified and directed by EIC |
| 12 | Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified and directed by EIC. |
| 13 | Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete rail ings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm with rough finished surface complete all as specified and directed by EIC. |
| 14 | M/L for RCC M30 (Design mix) in foundations, including rafts, footings, foundation beams, plinth beams; bases for columns,etc.; basement slabs,under-reamed piles and mass concrete. Note : All the work shall be executed based on Arch and Str drg which are enclosed with tender documents. |
| 15 | M/L for RCC M30 (Design mix) in columns, pillars, plers.posts and struts. Note : All the work shall be executed based on Arch and Str drg which are enclosed with tender documents. |
| 16 | M/L for RCC M30 (Design mix) in beams, cantilevers, bressurnmers lintels over 1.5m span. Note : All the work shall be executed based on Arch and Str drg which are enclosed with tender documents. |
| 17 | M/L for RCC M30 (Design mix) in Chajjas, complete all as specified. Note : All the work shall be executed based on Arch and Str drg which are enclosed with tender documents. |
| 18 | M/L for RCC M30 (Design mix) 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 EIC. Note : All the work shall be executed based on Arch and Str drg which are enclosed with tender documents. |
| 19 | M&L for Brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in CM 1:6 complete all as specified and directed by EIC. |
| 20 | M&L for TMT FE 500D bars 10 mm and over cut to length, bent to shape required incl cranking, bending spirally for hoping for columns hooking ends and bindind with ms wire (annealed) not less than 0.9mm dia quality confirming to all as specified. Note : All the work shall be executed based on Arch and Str drg which are enclosed with tender documents. |
| 21 | M&L for TMT FE 500D bars 6 to 8mm dia cut to length, bent to shape required incl cranking, bending spirally for hoping for columns hooking ends and bindind with ms wire (annealed) not less than 0.9mm dia quality confirming to all as specified. Note : All the work shall be executed based on Arch and Str drg which are enclosed with tender documents. |
| 22 | -Ditto- as per item above but, 5 mm dia and over and incl 10mm dia in stirrups, spacers and binders. Note : All the work shall be executed based on Arch and Str drg which are enclosed with tender documents. |
| 23 | M&L for 100mm thick PCC 1:4:8 type D2 (Using 40mm graded stone aggregate) as in sub base complete all as specified and directed by EIC. |
| 24 | M&L 40mm thick PCC 1:2:4 type B1 using 20mm graded stone agg laid in panel finished even & smooth with using extra cement as in flooring complete all as specified and as directed. |
| 25 | M&L 75 mm thick PCC 1:3:6 type C2 using 40mm graded stone aggregate laid in panels surface finish even and smooth without using extra cement as in plinth protection including cutting of requisite construction/dummy joint with filling materials of bitumen grade A complete all as specified and directed by EIC. |
| 26 | M&L for ATT for Treating the bottom and sides of excavation at the rate of 5 litres of emulsion per square metre of surface area complete all as specified and directed by EIC. |
| 27 | M&L for ATT for Treating the top surface of filled earth under the floor at the rate of 5 litres of emulsion per square metre of surface complete all as specified and directed by EIC. |
| 28 | M&L for rendering 10mm thick on fair faces of brick work or concrete surface in CM 1:6 and rendering is to be finish even and smooth with out using extra cement complete all as specified and directed by EIC. |
| 29 | M&L for rendering 15 mm thick on other than fair faces of brick work or concrete surface in CM 1:4 and rendering is to be finish. |
| 30 | M&L for 5mm thick rendering on concrete surface of ceiling in CM 1:3and rendering is to be finished even and smooth with out using extra cement |
| 31 | M & L three coats of white wash on newly plastered ceiling surfaces including preparation of surfaces complete all as specified and directed by EIC. |
| 32 | M & L for preparation of newly plastered surface and applying two coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance,dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces complete all as specified and directed by EIC. |
| 33 | M&L two coat of oil bound distemper over a coat of primer & 1mm thick wall putty on newly plastered wall surfaces including preparation of surfaces complete all as specified and directed by EIC. |
| 34 | M&L for rendering 10mm thick in cement and sand mortar 1:4 finished even & rough for fixing of tiles as in dado or fixing skirting, cuddapah etc complete all as specified and directed. |
| 35 | M&L screed bed or bedding layer15mm thick for laying floor finishes in cement mortar 1:6 to recive tiles complete all as specified and directed by EIC. |
| 36 | M & L for Non Skid Ceramic coloured jointless tiles of size exc 0.18 Sqm but not exc 0.38 Sqm 7-8 mm thick using border with different shade in floors etc. set and jointed in neat cement slurry and pointed in white/coloured cement to match complete all as specified and directed by EIC |
| 37 | M&L for coloured glazed ceramic jointless tiles in vertical surface of size exc 0.25Sqm but not exc 0.3 Sqm 6-7mm thick using hilighter in different shade set and jointed in neat cement slurry and pointed in white/coloured cement to match complete all as specified and directed |
| 38 | M&L for Non skid coloured ceramic tiles 7mm to 8mm thick ( square/ rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm, in floors etc set and jointed in neat cement slurry and pointed in epoxy grout to match complete all as specified and directed. |
| 39 | M&L for Machine cut cudappah stone slab 20-25mm thick over cement screed base, laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete |
| 40 | M&L for Granite (of any type) tiles 20mm 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 complete |
| 41 | S&F Solid PVC Door Frame of size 50mmx 47mm made out of 5mm plain colour PVC sheet reinforced with M.S. Square tube, suppling & fixing in opening as per specification & drawing complete all as specified and directed by EIC. |
| 42 | S&F for factory made solid PVC panel type PVC door shutter 30mm thick consisting of frame madeout of MS tubes for top and bottom rails MS frame shall be covered with moulded plain colour PVC 'C' channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheet for top rail, lock rail and bottom rails, panelling of plain colour PVC sheet to be fitted in the MS frame welded/sealed to the stiles and rails with suitable PVC sheet beading and jointed together with solvent supplying and fixing in the frame at site as per specifications and drawing given under SSR Part II 2020 complete all as specified and directed |
| 43 | S&F 30mm thick decorative type flush shutters, solid core construction, with block board core and plywood face panels, commercial type on both sides complete all as specified and directed by EIC. |
| 44 | M&L for 2nd class hard wood Plain, solid, straight chowkats and frames, wrought, framed rebated on the solid, rounded or chamfered, put together with glue pinned at joints complete all as specified and directed |
| 45 | S&F 2nd class hardwood 35mm thick glazed and skeleton shutters open and prepared to rceive glass ,gauze etc (with sash bars) edges of plain, chamferred or rounded, fitted with cut and mitred beads for securing gauzes etc, sizes of members of sizes of shutters as specified in SSR part -I sec 8,cluse 8.24(a). Please Enable Macros to View BoQ information |
| 46 | S&F 2nd class hardwood 35mm thick glazed and skeleton shutters open and prepared to rceive glass ,gauze etc (with sash bars) edges of plain, chamferred or rounded, fitted with cut and mitred beads for securing gauzes etc, sizes of members of sizes of shutters as specified in SSR part -I sec 8,cluse 8.24(a). Please Enable Macros to View BoQ information |
