|
| 1 | M&L for demolition of brick work or stone boulder masonry built in cement mortor including all quoins arches pillars etc complete all as specified & directed by Engr-in-Charge. |
| 2 | M&L for demolition of cement concrete unreinforecement of any description and in any position not otherwise specifically provided forcomplete all as specified & directed by Engr-in-Charge. |
| 3 | M&L for taking down cement plaster of any description on bricks, PCC block or stone walls, etc Including raking out joints, hacking for key, scrubbing down with water etc complete all as specified & directed by Engr-in-Charge. |
| 4 | M&L for demolition of cement concrete reinforced of any description and in any position not otherwise specifically provided forcomplete all as specified & directed by Engr-in-Charge. |
| 5 | M&L for dismantling of wrought iron or mild steel workof any decription not otherwise provided for all as spd & dir by Engr-in-Charge. |
| 6 | M&L for excavation in trenches, n.exc 1.5 mtr wide and n.exc 1.5 mtr in depth for foundationor for shafts,wells, cesspits, manholes,pier holes etc, n.exc10 sqm on planand n.exc 1.5 mtr in depth and getting out in any type of soil, complete all as specified & directed by Engr-in-Charge. |
| 7 | M&L for excavation in post holes (or similar holes) each not exceeding 0.5 cum, in any type soil, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil complete all as specified & directed by Engr-in-Charge. |
| 8 | M&L for returning, filling in, including spreading, levelling, watering and well ramming in layers n. exc 25 cm, in any type of soil,complete all as specified & directed by Engr-in-Charge. |
| 9 | M&L for removing excavated material (soil) to a distance not exceeding 50m and deposited where directed at a level not exceeding 1.50m from the starting point, complete all as specified & directed by Engr-in-Charge. |
| 10 | M&L for half brick work with sub class \"B\" brick straight or curved on plan exc 6m mean radius but in cm 1:4complete all as specified & directed by Engr-in-Charge. |
| 11 | M&L for brick work with sub class \"B\" bricks straight or curved on plan exc 6m mean radius butt in cm 1:4 complete all as specified & directed by Engr-in-Charge. |
| 12 | All as per ser item No 11 here-in-before but except bricks complete all as specified & directed by Engr-in-Charge. |
| 13 | M&L for wallingof random rubblemasonrybuilt in cement motar 1:6, uncoursed, wellbounded, bedded and solidly hearted complete all as specified & directed by Engr-in-Charge. |
| 14 | All as per ser item No 13 here-in-before but except stones complete all as per specified. |
| 15 | M&L for raised pointing to RR masonry in CM 1:4 complete all as specified & directed by Engr-in-Charge. |
| 16 | M&L for providing precast cement concrete 1:3:6, type C-1 (using 20 mm graded crushed stone agg) as in PCC bonders set in CM 1:6complete all as specified & directed by Engr-in-Charge. |
| 17 | M&L for plain cement concrete 1:2:4, B-1 (20mm graded stone aggregate) as in surface channels and drains etc complete all as specified & directed by Engr-in-Charge. |
| 18 | M&L forplain cement concrete 1:2:4 type B-1 using 20mm graded aggregate as in coping. Kneelers, bed block including necessary from work complete all as specified & directed by Engr-in-Charge. |
| 19 | M&L for reinforced cement concrete Design mixM-25 type B1 1:2:4 (using 20 mm graded stone aggregate) as in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified & directed by Engr-in-Charge. |
| 20 | M&L for reinforced cement concrete Design mix M-25 type B1 1:2:4 slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in the shelves and the like including 15 mm th plastering with water proofing compound as directedlaid/made to slope as in RCC roof surfaces complete all as specified & directed by Engr-in-Charge. |
| 21 | M&L forplain cement concrete 1:3:6 type C2 (using 40mm graded stone aggregate) as in foudation for fencing post filling, and mass concrete, complete all as specified & directed by Engr-in-Charge. |
| 22 | M&L for precast cement concrete 1:2:4 type B-1using 20 mm graded crushed stone aggregateas in cover slabs ( for manholes etc). and similar articles with plain faces, set in cement mortar 1:6, complete all as specified and directed by Engr-in-Charge. . |
| 23 | M&L forplain cement concrete 1:4:8, type D-2 (40mm graded stone aggregate) as in foundation, filling and mass concrete etc, complete all as specified & directed by Engr-in-Charge. |
| 24 | S&F in repair PVC (SWR) pipe 110mm dia single socket in any length with rubber ring joints fixed complete all as specified & directed by Engr-in-Charge. |
| 25 | M&L for providing 50 mm thick cement concrete 1:3:6 type C-1 using 20mm graded crushed stone aggregates as in plinth protection even and smooth with using extra cement complete all as specified & directed by Engr-in-Charge. |
| 26 | M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200m thick (Horizental or sloping) complete all as per specified. |
| 27 | M&L for formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, 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 wide complete all as specified & directed by Engr-in-Charge. |
| 28 | M&L for mild steel 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 the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified & directed by Engr-in-Charge. |
| 29 | M&L for mild steel bars 6 to 8 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified & directed by Engr-in-Charge. |
| 30 | Fixing only mild steel work as in posts & struts in fencing including cutting tops to shape as directed drilling holes, notching for wire etc & similar work convirming to Fe 290 Gde E-165 complete all as specified & directed by Engr-in-Charge. |
| 31 | S&F mild steel angle iron/flat iron as in 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 necessary drilling bolting or riveting etc and similar work conforming to Fe-410-0 or Fe-310-0 complete all as specified & directed by Engr-in-Charge. |
| 32 | S&F in repairs galvanised 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacings and straining and fixing to any typeof standard rails straining bolts, including securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pins etc as directed. |
| 33 | S&F in repairs Concertina coil punched type (including spike and handle) with 50/51 turns and dia 600mm, having a 2.6mm dia core wire of high carbon spring steel of high tensile strength. The punched tape and core wire are electro galvanized to provide protection against out door exposure. The punched tape is mechanically crimped over the cover wire and then formed into a coil at various parts of the periphery of the coil steel clips cannect the individule turns of the coil to each other so that it opens up like an accordion. The weight of each coil will be 9 Kgs (+- 5%) without packing material and coil length 7 to 8 mtr when opened up. Each coil wound with bituminized Hession cloth for providing protective coating, complete all as specified and directed by Engineer-in-Charge. |
| 34 | M&L for mild steel bolts, purpose made, with hexagonal or square head at one end and screwed the other, or screwed both ends; each screwed end to be fitted with washers and one hexagonal or square nut, exceeding 30 cm long and dia of neck exceeding 12 but not exceeding 20mm complete all as specified & directed by Engr-in-Charge. |
| 35 | Supply and fixing in repair only for chain link MS galvanised fencing of 50 mm x 50mm size , complete all as specified & directed by Engr-in-Charge. |
| 36 | M&L for 15mm thick rendering on fair faces or brick / concrete surfaces in cement mortar 1:4 with using water proofing compund and finishes even and smooth without using extra cementcomplete all as specified & directed by Engr-in-Charge. |
| 37 | Supply only integeral water proofing compound complete all as specified & directed by Engr-in-Charge. |
| 38 | M&L fortwo coat of cement base paint over newly plastered surfaces of wallincluding one coat of primer and preparing surfaces complete all as specified & directed by Engr-in-Charge. |
| 39 | M&L twocoat ofsynthetic enamel paint onsteel surface over one coat of priming with red oxide, zinc chrome of any description over 10 cm in width or girth, notother wise described including preparation of surfaces complete all as specified & directed by Engr-in-Charge. |
| 40 | M&L forplain cement concrete 1:4:8 type D-2 as in floors 75mm thick complete all as specified & directed by Engr-in-Charge. |
| 41 | M&L for machine pressed concrete interlocking paver block glossy finish, any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 grade with grey cement and pigment over 50mm thick sand cushion complete all as specified & directed by Engr-in-Charge. |
| 42 | M & L for providing Chequred cement concrete tiles 25cm x 25cm x 22 mm thick tiles set , jointed and pointed in neat cement slurry in floors with grey cement and pigment laid over & incl 20 mm thk screed bed in CM 1:4 all complete all as specified & directed by Engr-in-Charge. |
| 43 | M&L for Sand cushoning bed (filling under floors) incl spreading levelling watering if required complete all as specified & directed by Engr-in-Charge. |
| 44 | M&L for reinforced concrete pipes, class NP2 of 150 mm borelaid in trenches and jointed with collars incl demolition & breaking of old unserviceable pipes complete all as specified & directed by Engr-in-Charge. |
| 45 | M&L for concrete bed to drain pipes including packing under, and haunching against theNsides of pipes after they are laid and tested cement concerete type D2 1:4:8complete all as specified & directed by Engr-in-Charge. |
| 46 | M&L for cutting into exising manholes for connecting new drains (internal dia of pipe n.exc 200 mm), making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section ) in cement concrete 1:2:4 type B-1(using 20mm graded crushed stone aggregate) smooth finished, and reforming benching complete all as specified & directed by Engr-in-Charge. |
| 47 | M&L for extra for forming fair finished drain or channel upto 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc complete all as specified & directed by Engr-in-Charge. |
| 48 | S&F in repair rigid non - metalic PVC casing caping of 25/12mm inclusive of all elbow, tees,etc complete all as per the direction ofEngr-in-Charge. |
