|
| 1 | Sch \"A\" |
| 2 | Demolition ofcement concrete (unreinforced) of any description and in any position complete all as specified and directed and removing rubbish off the premises. |
| 3 | Demolition of reinforced cement concrete of any description and in any position complete all as specified and directed and removing rubbish off the premises. |
| 4 | M&L precast reinforced cement concrete (1:2:4) type B-1 using 20mm graded crushed stone aggregate as in manhole covers and the like set in cement mortar (1:4) duly placed on manholes inclusive of necessary form workcomplete all as specified and directed.Note: Reinforcement bars shall be measured and paid separately. |
| 5 | M&L TMT bars 8mm dia cut to length, bent to shape required including bending, cranking etc and binding with and including MS wire (annealed) not less than 0.9mm dia complete all as specified and directed. |
| 6 | Demolition of brickwork built in cement mortar or lime mortar including all quoins, arches, pillars etc but excluding ashlar facing , dressed stone work and precast concrete articles complete all as specified and directed. |
| 7 | M&L for brick work with sub class ‘B’ old size bricks straight or curved on plan exc. 6 mtr mean radius built in cement mortar (1:4) complete all as specified and directed. |
| 8 | All as per item No. 06 here-in-before but except bricks complete all as specified and directed. (Old serviceable bricks retrieved during demolition shall be re-used after cleaning). |
| 9 | M&L PCC (1:2:4) type B-1 using 20 mm graded crushed stone aggregate as in surface channels and drains complete all as specified and directed including forming fair finished drain or channel any girth in cement concrete using extra cement including form/moulds. |
| 10 | M&L cement concrete (1:2:4) type B-1 using 20 mm graded crushed stone aggregate as in coping including formwork complete all as specified and directed. |
| 11 | M&L for cement concrete (1:4:8) type D2 using 40mm graded crushed stone aggregateas in foundation bed/mass concrete complete all as specified and directed. |
| 12 | M&L for Cutting into existing manholes for connecting new drains pipe of 150mm dia , 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-l smooth finished, and reforming benching as required complete all as specified and directed. |
| 13 | M&L, for Cutting into existing manholes for connecting new drains pipe of 200 mm dia , 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-l smooth finished, and reforming benching as required complete all as specified and directed. |
| 14 | Taking down cement plaster including raking out joints, hacking for key, scrubbing down with water etc. complete all as specified and directed. |
| 15 | M&L rendering 15mm thick on brick work or concrete surface in cement mortar (1:4) finished even and smooth without using extra cement mixed with liquid water proofing coompound complete all as specified and directed. Note: WPC shall be measured and paid separately. |
| 16 | Supply only liquid water proofing compound ISI marked as approved complete all as specified and directed. |
| 17 | Excavation in trenches n. exc 1.5 metre wide for foundations etc. and not exceeding 1.5 m deep and getting out in soft/ loose soil complete all as specified & directed. |
| 18 | Excavation in trenches n. exc 1.5 metre wide for foundations etc. andexceeding 1.5 m deep and not exceeding 3.00 mtr deep and getting out in soft/ loose soilcomplete all as specified and directed. |
| 19 | Demolition and breaking up 150mm bore drain pipes (salt glazed stoneware, AC or reinforced concrete) set in cement mortar including bedding and haunching and removing to a distance exc. 250 metres and n. exc. 500 metres complete all as specified and directed. |
| 20 | M&L cement concrete (1:3:6) type C-2 using 40mm graded crushed stone aggregate as in bed to 150mm bore drain pipes including packing under and haunching against the sides of pipe after they are laid and tested complete all as specified & directed. |
| 21 | M&L 150mm bore reinforced concrete pipe class NP3 laid in trenches includingjointing & testingcomplete with collars complete all as specified & directed. |
| 22 | Demolition and breaking up 200mm bore drain pipes (salt glazed stoneware, AC or reinforced concrete) set in cement mortar including bedding and haunching and removing to a distance exc. 250 metres and n. exc. 500 metres complete all as specified & directed. |
| 23 | M&L cement concrete (1:3:6) type C-2 using 40mm graded stone aggregate as in bed to 200mm bore drain pipes including packing under and haunching against the sides of pipe after they are laid and tested complete all as specified & directed. |
| 24 | M&L 200mm bore reinforced concrete pipe class NP3 laid in trenches includingjointing & testingcomplete with collars complete all as specified and directed. |
| 25 | Returning filling in soil including spreading, levelling, watering and well ramming in layers notexceeding 25cm thick complete all as specified and directed. |
| 26 | Removal of excavated surplus soil to a distance n. exc. 50m and depositing where directed at level not exceeding 1.5 m above the starting point complete all as specified and directed. |
| 27 | Supply & fixing in repairs 75mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors including taking down existing broken pipe complete all as specified and directed. |
| 28 | Supply & fixing in repairs110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors including taking down existing broken pipe complete all as specified and directed. |
| 29 | Supply & fixing in repairs 75mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints,fixed to walls including taking down existing broken pipe complete all as specified and directed. |
| 30 | Supply & fixing in repairs 110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls including taking down existing broken pipe complete all as specified and directed. |
| 31 | S&F in repairs 75mm PVC (SWR) bends any radius complete all as specified and directed. |
| 32 | S&F in repairs 110mm PVC (SWR) bends any radius complete all as specified and directed. |
| 33 | M&L repair75mm dia PVC (SWR)floor trap with grating including jointing with solvent cementand fixed with cement concrete type B-1 (1:2:4) complete all as specified and directed. |
| 34 | Excavating in post holes (or similar holes) each n.exc 0.5 cum, getting out in soft/loose soil complete all as specified and directed. |
| 35 | M&L cement concrete1:3:6type C (using 40mm graded crushed stone aggregate) as in foundation filling including ramming earth or broken rubble mixed with earth around in layers not exceeding 25 cm complete all as specified and directed. |
| 36 | S&F steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade st -240 complete all as specified and directed. |
| 37 | S&F pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed. |
| 38 | S&F pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed. |
| 39 | M&L two coats of synthetic enamel paint on one coat of red oxide primer on newly steel surface over 10 cm in width or girth complete all as specified and directed. |
| 40 | Surface excavation n.exc 30 cm deep and averaging 15 cm deep and getting out soft and loose soil complete all as specified and directed. |
| 41 | M&L chequerred cement concrete tiles 30cmx30 cm x25 mm thick set, jointed and pointed in neat cement slurry in floors with grey cement and pigment , including 20mm thick screed bed in cement mortar 1:6 complete all as specified and directed. |
| 42 | M&L 50 mm thick PCC (1:4:8) type D-2 using 40 mm graded crushed stone aggregates as in Sub base complete all as specified and directed. |
| 43 | M&L 40 mm thick cement concrete type B-1, 1:2:4 using 20mm graded crushed stone aggregate as in floors finished complete all as specified and directed. |
| 44 | M&LEnduracement concrete tiles 30cmx 30cmx 10mm thick,set, jointed & pointed in neat cement slurry in floors with grey cement and pigments over & including 20mm thick screed in cement mortar 1:6 complete all as specified and directed. |
| 45 | Removing excavated materialto a distance exc 50m and n exc 250 and depositing where directed at a level not exc 1.5m above the starting point complete all as specified and directed. |
| 46 | M&L for Brickwork with sub class ‘B’ bricks, straight or curved on plan exceeding 6m mean radius built in cement mortar 1:6 complete all as specified and directed. |
| 47 | M&L for rendering 15mm thick on fair faces of brick or concrete surfaces in cement mortar 1:4 on walls finished even and smooth without using extra cement complete all as specified and directed. |
| 48 | M&L for preparation of new plastered surfaces and applying two coats of cement base paint over plastered surfaces of walls complete all as specified and directed. |
