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| 1 | Demolition of brick work built in cement mortar including all quoins, arches, pillars etc . |
| 2 | M&L for Brick work using fly ash bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge. |
| 3 | Lobour only forBrick work built in CM (1:6) with subclass \"B\" bricks, straight or curved on plan exceeding 6m mean radiuswith Reusing the old bricks obtained fromitem no 2 . |
| 4 | M&L for Brick work using old size burnt clay bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge. |
| 5 | Taking down cement plaster on brick or concrete surfaces including raking out joints, hacking for keys, scrubbing down with water etc to receive new plaster . |
| 6 | M & L Washed stone grit plaster on exterior walls in two layers under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 3 Kg of cement per sqm, top layer 15 mm cement plaster 1:1/2:2 (1 cement :1/2 coarse sand 2 : stone chipping 10 mm normal size) in panels with groove all around as per approved pattern including scrubbing and washing, the top layer with brushes and water to be expose the stone chippings complete all as specified.Note : Payment for providing grooves shall be made separately. |
| 7 | M&L rendering 15 mm thick in CM 1:4 with water proofing compound on fair face of brick or concrete surface,finished even and smooth without using extra cement complete .Note:- water proofing compound shall be paid separately. |
| 8 | M&L for Flush pointing on brick wall in CM 1:4 |
| 9 | Supply only integral waterproofing compound |
| 10 | M&L for two coat of cement base paint over a coat of alkali resistant cement primeron newly plastered surface including preparation of undecorated surface complete all as specified and as directed by Eng-in-Charge. |
| 11 | M & L applying one coat of cement base paint on old decorated plastered surfaces of walls including preparation of surfaces by washing, rubbing down and stopping of painted surfaces complete all as specified and directed by Engineer - in – Charge |
| 12 | M&L for complete removal of existing treatment including filling depression of scraped surface with wall putty two coats 1.5 mm thick each on Old external wall surfaces of any desciption , prepratio of surface by Mechanised sander having suction vaccum Bag using Smart periodical methodology , complete all as specified and applying the following :-(a) M&L two coats of exterior acylic emulsion by using Airless spray / Roller over and incl a coat of acrylic emulsion external primer complete all as specified Note : Contractor may use manual scraping tools for complete removal and surface prepration with prior approval of Engr-in-chrge in case of where using of Mechanical equiment are not posiible |
| 13 | Demolition of cement concrete reinforced in floors / pavings, (below or above ground level) and of any description and in any position not otherwise specifically provided for all as specified and directed by Engineer - in - Charge . |
| 14 | M&L for RCC Nominal Mix Type B1 1:2:4 (20mm graded aggregate) as in slabs supported on walls,beams and columns in floors,roofs,landings,balconies canopies ,deck slabs and shelves and like complete all as specified . |
| 15 | M & L mild steel TMT bars 10mm dia or over cut to length bent to shape required including cranking, hooking ends and binding with MS wire (annealed) not less than 0.90mm dia all as in column, beam etc . |
| 16 | M&L for Formwork to soffits of suspended slabs, such as roof slabs, floor slabs landing and similar work not exceeding 200mm thick (Horizontal & sloping) fair finished surfaces (Note- Steel props to be use). |
| 17 | Dismantling mild steel work of any description. |
| 18 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in & raming earth/ broken rubble mixed with earth around, in layers n. exc. 25cm, watering, & removing surplus soil to a distance n exc 50m & making good surface in soft/loose soil. |
| 19 | M & L for PCC 1:3:6 Type C2 (using 40mm graded stone aggregate)as in foundations,filling and mass concrete |
| 20 | S &F Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts;posts and struts in fencing including cutting tops to shape as directed, drilling holes,notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessarydrilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 ® |
| 21 | S&F of Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 |
| 22 | Mild steel plates, plain or chequered, 5mm thick or over in thickness in available sizes |
| 23 | S&F in repair Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings & straining & fixing to any type of standard rails straining bolts, including, securing or tying at crossings with & provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) |
| 24 | M & L providing two coats of synthetic enamel paint over new surface and a coat of red oxide primer on steel surfaces including preparation of surface of any description not exceeding 10 cm width or girth all as specified. |
| 25 | M & L for preparation of old painted steel surfaces of any description over 10 cm width or girth not otherwise described and applying one coat of synthetic enamel paint all as specified and directed by Engineer - in - Charge . |
| 26 | M&L Demolition of Cement Concrete of anydescription and in any position notoherwise specifically provided for |
| 27 | M &L Demolition of Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) |
| 28 | M&L for 40 mm thick PCC (1:2:4) type C2 (using 20mm graded stone aggregate) as in floor finishing even and smooth without using extra cement complete all as specified . |
| 29 | Forming Contraction (Dummy) joints 40mm deep x 10mm wide, filled with sealing compound grade A. |
| 30 | M&L for PCC (1:4:8) type D2 (using 40mm graded stone aggregate) as in foundation, filling , mass concrete complete all as specified . |
| 31 | M&L for PCC (1:3:6) type C2 (using 40mm graded stone aggregate) as in surface channels and drains complete all as specified . |
| 32 | M&L for PCC (1:2:4) type B0 (using 12.5mm graded stone aggregate) as in coping, bed blocks, PCC pillar /posts for embeddings MSangle iron etc all as specified . |
| 33 | M & L for Machine pressed precast concrete interlocking paver block with grey cement and pigment any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade |
| 34 | M&L for Sand filling under floors or in foundations including watering and consolidation |
| 35 | M&L for Cement concrete tiles 20cm x 20cm x 20mm thick,with grey cement & no pigment machine pressed; set jointed and pointed in neat cement slurry in floors, and cut and polishedincluding 15 mm thick screed bed or bedding layer of cement mortar (1:6) over complete all as specified and directed by Engineer-in-Charge. |
| 36 | M&L for Cement concrete tiles 25cm x 25cm x 22mm thick, with grey cement & pigmentmachine pressed; set jointed and pointed in neat cement slurry in floors, and cut and polishedand including 15 mm thick screed bed or bedding layer of cement mortar (1:6) over complete all as specified and directed by Engineer-in-Charge. |
| 37 | Labour onlyfor Cement concrete tiles 25cm x 25cm x 22mm thick, with grey cement & pigmentmachine pressed; set jointed and pointed in neat cement slurry in floors, and cut and polishedand including 15 mm thick screed bed or bedding layer of cement mortar (1:6) over complete all as specified and directed by Engineer-in-Charge. |
| 38 | M & L for chequered cement concrete tiles of size 25cm x 25cm x 25mm thickwith grey cement & pigment laid in floors, set and jointed in neat cement slurry and pointed with grey cement and pigment to match the shade of tiles over and including 20 mm thick screed bed or bedding layer of cement mortar (1:6) over complete all as specified and directed by Engineer-in-Charge. |
| 39 | Labour onlyfor chequered cement concrete tiles of size 25cm x 25cm x 25mm , with grey cement & pigmentmachine pressed; set jointed and pointed in neat cement slurry in floors, and cut and polishedand including 15 mm thick screed bed or bedding layer of cement mortar (1:6) over complete all as specified and directed by Engineer-in-Charge. |
| 40 | M&L Endura Non skid ceramic coloured /printed tiles 7 to 8 mm thick( square /rectangular) area of each tile exc. 0.11 sqm but n. exc, 0.18 sqm in floor and shall be jointed in neat cement slurry and pointed in paste pigmented to tile shadeover and incl 15 mm th screed bed in CM 1:6including dismantling of old tiling including cement mortar bedding ( but not backing) and rubbish off the permices. complete all as specified and directed by Engineer - in - Charge. complete all as specified and directed by Engr in Charge. |
| 41 | M & L for providing and laying at or near ground level factory made kerb stone ofM-25 grade cement concrete in position to the required line,level and curvature ,jointed with cement mortar 1:3(1 cement:3 Coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm)including making drainage opening wherever required complete all as specified & directed by Eng-in-charge. |
| 42 | M&L for providing precast cement concrete louvers and jallies 40mm thick type B0 1:2:4(12.5 mm graded aggregate) as in Jafri wallincluding PCC pillar/post set in cement mortar 1:4 including all mouldings but excluding frame complete all as specified and directed by Engr-in-Charge. |
| 43 | DismantlingAsbestos cement (corrugated, semicorrugated, etc.) sheets in roof coverings |
| 44 | S&F pre -painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.5 mm thick of an colour having tensile stength of 550 Mpa as in roof covering / clading to wall , fixed with self tapping screw as specified . |
| 45 | S&F Aluminium sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding/ridges /RCC pillar /masonary wall etc and fixed with self tapping screws/bolts as specified and directed by Eng-in-charge |
| 46 | S & F Plain, Aluminium sheeting0.56mm thick, Alloy 31000 H4 in ridges, hips, valley gutter, drip and straight flashing (length and girth as fixed) as specified and directed by Eng-in-charge |
| 47 | Disconnecting existing tanks of (exc 500 &1000 litres in capacity), setting aside (or lowering if required) for repairs, cleaning, etc. and hoisting if required reconnecting and re-fixing in position. (Cleaning repairing, etc. measured separately) |
| 48 | Cleaning and removing all scale and dirt etc from tanks and from mouths of circulated pipes etcfor exc 500 &n exc 1000 ltr capacity tank including writing of date of cleaning. |
| 49 | Dismantling water tanks and removing to store of exc 250 nexc500 ltr capacity |
| 50 | Dismantling water tanks and removing to store of exc 500 nexc1000 ltr capacity |
| 51 | S & F rotational moulded polythene three layered white coloured water storage tank (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR part I of capacity 500 Litres all as specified and directed by Engineer - in - Charge . |
| 52 | S & F rotational moulded polythene three layered white coloured water storage tank (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR part I of capacity 1000 Litres all as specified and directed by Engineer - in - Charge . |
| 53 | S&F in repair 20 mm Ballvalves high pressure of PTMT with epoxy coat ed Aluminium rod & highdensity plastic ball screwed for ironpipe and fixed.(Minimum weight 2 0mm-210gms) |
| 54 | M&L preparing surface of Concrete surface new on any description not other wise described over 10cm width or grith and applying two coat of synthetic enamel paint over a coat ofprimer. |
| 55 | M&L preparing surface of old Concrete surface on any description not other wise described over 10cm width or grith and applying two coat of synthetic enamel paint over a coat ofprimer. |
| 56 | S & F reflective tape waterproof high visibility Red, Yellow, Green & White industrial Marking Tape Heavy duty Hazard caution warning Satety Adhesive Tape Outdoor 50mm wide and 40m .Make- Blue Star |
| 57 | S&F in replacement Retro reflective informatory signage and boards, made up of 2mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lence type heat activated retro reflective sheeting confirming to type-III of ASTMD-4596-01, letters, borders etc as per IRC:67-2001 in silver white with blue colour black ground and with high intensity grade pasted on substrate by prressure sensitive adhesive backing which shall be activated by applying pressure confirming to class-II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means suitable sized aluminium alloys, rivets or bolts & nuts @300mm c/c all along the periphery specified and complete all as directed by Engineer-in-Charge. |
| 58 | M&L 16-18mm thick granite (of any type ) work (table rubbed and polished ) in cooking platform, cladding of walland likein cm (1:4) and pointing with white cement (1:2) using marble dust with admixture of pigment to match with shade of granite. |
