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| 1 | Excavating over areas, n exc 1.5 m deep and getting out Soft/Loose Soil. |
| 2 | Excavating over areas, exc 1.5 m deep and n.exc 3m deep and getting out Soft/disintegrated rock. |
| 3 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm with Soil complete all as specified and directed. |
| 4 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm withSoft disintegrated rock complete all as specified and directed. |
| 5 | Removing excavated materials (soil) to a distance not exceeding50 metres and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed. |
| 6 | Removing excavated materials (Soft/disintegrated rock) to a distance not exceeding50 metres and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed. |
| 7 | M&L for Plain cement concrete M-7.5 grade (Nominal Mix) using 40mm graded stone aggregatein foundations, filling and mass-concrete complete all as specified and directed. |
| 8 | M & L for RCCM-25 grade (Design Mix) using 20mm graded stone aggregateas in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, coping beam, band etc; basement slabs, under-reamed piles and mass concrete complete all as specified and directed |
| 9 | M&L forRCCM-25 grade (Design Mix) using 20mm graded stone aggregateas in columns, pillars, piers, posts and struts and the like, any thickness, above top of footings, including attached pillasters and buttresses complete all as specified and as directed. |
| 10 | M&LRCCM-25 grade (Design Mix) using 20mm graded aggregate as in Walls, retaining walls,basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses all as specified and directed. |
| 11 | M & L for TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking. bending spirally for hooping for columns, posts, beams, foundation etc. 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. |
| 12 | M & L for TMT bars 5 mm dia and over including 10 mm dia as in stirrups, spacers and binders cut to length, bent to shape required, including cranking. bending spirally for hooping, 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. |
| 13 | M & L for steel form work to sides of concrete foundations, footings, bases of columns, rafts and raft beams. sides and soffits (if any) of foundation and plinth beams and similar work, vertical or to batter etc for rough finished surfaces of concrete flat complete all las specified and directed. |
| 14 | M & L for steel form work to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels. cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. for rough finished surfaces of concrete flat complete all as specified and directed. |
| 15 | M & L for steel form work to sides of pillars, posts, struts, piers, columns and stanchions and similar work vertical or to batter etc for rough finished surfaces of concrete flat complete all as specified and directed. |
| 16 | M & L for brick work with old size fly ash bricks straight or curved on plan exceeding 6m meán radius and built in CM1:6complete all as specified and directed. |
| 17 | M & L for rendering 10mm thick in CM1:4on brick work or concrete surfaces finished even and fair without using extra cement complete all as specified and directed. |
| 18 | M&L for preparation newly plastered surfaces of wallsand applying two coats of weather proof acrylic exerior paint (100%) Acrylic over one coat of self primerincluding scaffolding, trestles, ladders, cradles and necessary safety measures complete all as specified. |
| 19 | M & L for angle iron mild steel work 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 290 Gde E-165 complete all as specified and directed. |
| 20 | M&L for preparing new steel and iron surfaces of any description over 10cm width or girth and applying two coats of synthetic enamel paint over and including a coat of red oxide primer complete all as specified and as directed. |
| 21 | S & F Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails, straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire shall be measured and paid) complete all as specified and directed. |
| 22 | M&L for punched tape concertina coil made out of low carbon strip dully electro galvanished two protect dia of wire not less than 2 to 2.5mm dia of coil 600mm and blade profile BTO-10 & 22. when closed with all nacessary clips & RBT wire (each coil contains 100 Rm of wire) to connect with angle or brackets etc. with all acessories all as specified. |
| 23 | M&L for hardcore of broken stone gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick,wateredand rammed to a true surface |
| 24 | M&L Cement concrete M-10 grade (Nominal Mix) using 40mmgraded stoneaggregate)in foundations, filling and mass Concrete |
| 25 | Dismantling of Wrought iron or Mild steel work of any description not otherwise provided for including doors gates but excluding framed truss etc. |
| 26 | Dismantling fencing wire mesh any type complete all as specified and directed. |
| 27 | Dimolition of brick work or stone masonary / block masonary built in cement mortar or cement lime mortar including all quoins , arches , pillars etc. |
| 28 | Demolition of reinforced cement concrete (reinforcement cut as required to facilitate demolition) in any position below or above ground floors, not exceeding 15cm in depth and removing the material of the premises complete all as specified and as directed. |
| 29 | Earth work in excavation by mechanical means (hydrulic excavator) in foundation trenches or drains ( not exceeding 1.5 m width or 10 sqm on plan), including dressing of site and ramming of bottoms, lift upto 1.5m including getting out the ordinary of rock and disposal of surplus excavated rock as directed , within a lead of 50m as directed by Engineer - in - Charge. |
| 30 | S & F for Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering, Doors etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive or steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete (Fe 290, Gde E-165) |
| 31 | M&L for rendering 5 mm thickin CM 1:4 on fair faces ofconcrete surfaces complete all as specified and as directed. |
| 32 | M&L for preparation of newly plastered surfaces of wall and applying two coats of cement base paintover a coat ofalkali-resistant priming paint including scaffolding, trestles, ladders, cradles and necessary safety measures complete all as specified and as directed. |
| 33 | M&L for 18 to 20 mm thick Granite slab (table rubbed and polished) in steps, jambs, pillars, window-cills, cooking plat forms,claddingsand like in cement mortar 1:4 including point ing in white cement 1:2 using marble dust with admix ture of pigment to match with shade of granite laid over & including 10 mm thick rendering as in backing coat in CM 1:4 as directed by Engineer-in-Charge |
