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| 1 | M & L for Excavating over areas, n exc 1.5 m deep and getting out Hard/Dense soil even in foul position complete all as specified and as directed by Engineer-in-charge. |
| 2 | M & L for Excavating over areas, exc 1.5 m and n.exc 3.00 m deep and getting out in Hard/Dense soil even in foul position complete all as specified and as directed by Engineer-in-charge. |
| 3 | M & L for Excavating over areas, exc 3.00 m and n.exc 4.50 m deep and getting out in Hard/Dense soil even in foul position complete all as specified and as directed by Engineer-in-charge. |
| 4 | M & L for Excavating over areas, exc 4.50 m and n.exc 6.00 m deep and getting out in Hard/Dense soil even in foul position complete all as specified and as directed by Engineer-in-charge. |
| 5 | M & L for Excavating over areas, exc 6.00 m and n.exc 7.50 m deep and getting out in Hard/Dense soil even in foul position complete all as specified and as directed by Engineer-in-charge |
| 6 | M & L for Excavating over areas, exc 7.50 m and n.exc 9.00 m deep and getting out in Hard/Dense soil even in foul position complete all as specified and as directed by Engineer-in-charge. |
| 7 | M & L for Excavating in trenches, not exc. 1.50 m wide and not exc. 1.50 m depth for cesspits, manholes etc. and getting out in Hard/Dense soil even in foul position complete all as specified and as directed by Engineer-in-charge. |
| 8 | M & L for Excavating in trenches, n exc. 1.50 m wide and exc 1.50 not exc. 3.00 m depth for cesspits, manholes etc. and getting out in Hard/Dense soil even in foul position complete all as specified and as directed by Engineer-in-charge. |
| 9 | M & L for Excavating in trenches, n exc. 1.50 m wide and exc 3.00 not exc. 4.50 m depth for cesspits, manholes etc. and getting out in Hard/Dense soil even in foul position complete all as specified and as directed by Engineer-in-charge. |
| 10 | M & L for Excavating in trenches, n exc. 1.50 m wide and exc 4.50 not exc. 6.00 m depth for cesspits, manholes etc. and getting out in Hard/Dense soil even in foul position complete all as specified and as directed by Engineer-in-charge. |
| 11 | M & L for Excavating in trenches, n exc. 1.50 m wide and exc 6.00m not exc. 7.50 m depth for cesspits, manholes etc. and getting out in Hard/Dense soil even in foul position complete all as specified and as directed by Engineer-in-charge. |
| 12 | M & L for Excavating in trenches, n exc. 1.50 m wide and exc 7.50 not exc. 9.00 m depth for cesspits, manholes etc. and getting out in Hard/Dense soil even in foul position complete all as specified and as directed by Engineer-in-charge. |
| 13 | M & L for Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm thick complete all as specified and as directed by Engineer-in-charge |
| 14 | M & L for Removing excavated material exc 1.50 km and n exc 5.00 km complete all as specified and as directed by Engineer-in-charge. |
| 15 | M&L for Hardcore (broken stone or bouders) of gauge n exc. 63mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed. |
| 16 | M & L for Cement concrete type-B2 1:2:4 as (40mm graded aggregates) in foundations, filling and mass concrete complete all as specified and as directed by Engineer-in-charge. |
| 17 | M&L for Pre-cast cement concrete block masonry type C-1 1:3:6 (20mm graded aggregate) with solid blocks, exc. 10cm in width and setting in CM 1:4 , complete all as specified and as directed by Engineer-in-charge. |
| 18 | M&L for 20 mm thick rendering in cement mortar 1:3 using water proofing liquid on brick work/ concrete surface and finishing even and smooth without using extra cement mortar as per manufactures instructions complete all as specified & as directed by Engineer-in-charge.Note :- WPL shall be measured & paid separately under relevant items. |
| 19 | Supply only Liquid water proofing compound complete all as specified and as directed by Engineer-in-charge. |
| 20 | M&L for formwork to flat faces of walls, retaining walls, baffle wall, abutments, parapets and staircase railing and similar work including attached pilasters, buttresses, etc., vertical or to batter for rough finished flat surfaces of concrete complete all as specified and directed by Engineer-in-charge. |
| 21 | M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work, not exceeding 200mm thick (Horizontal or sloping) for flat rough finished surfaces of concrete complete all as specified and directed by Engineer-in-charge. |
| 22 | 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 for rough finished surfaces of concrete as specified and as directed by Engineer-in-charge. |
| 23 | M&L for TMT 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 including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-charge. |
| 24 | All as per Item No. 23, but 6 mm to 8 mm dia |
| 25 | M&L for RCC M-25 ( design mix) in walls, retaining walls, basement walls, baffle wall and the like, any thickness, above top of footings, including attached pilasters and buttresses complete all as specified and directed by Engineer-in-charge. |
| 26 | M&L for RCC M-25 (design mix) as in 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 Engineer-in-charge. |
| 27 | M&L for precast cement concrete type B 1 , (20mm stone aggregate) in landing cover slabs (for manholes) set in CM 1:4, complete all as specified and directed by Engineer-in-charge. |
| 28 | M&L for Loose filling with aggregates of gauge 40 to 80 mm in soakage pits, soakage wells complete all as specified and directed by Engineer-in-charge. |
| 29 | Dismantling /demolition of 150mm internal dia of pipe cast iron or reinforced concrete drain pipes, jointed in cement mortar and taking out of trenches, if required complete all as specified & directed by Engineer-in-charge. |
| 30 | Dismantling /demolition of 200mm internal dia of pipe cast iron or reinforced concrete drain pipes, jointed in cement mortar and taking out of trenches, if required complete all as specified & directed by Engineer-in-charge. |
| 31 | M&L for 150mm bore reinforced concrete pipes, class NP3, laid and jointed complete with collars including cement concrete bed 1:3:6 type C-2 including forming cradles complete all as specified and directed by Engineer-in-charge. |
| 32 | M&L for 200mm bore reinforced concrete pipes, class NP3, laid and jointed complete with collars including cement concrete bed 1:3:6 type C-2 including forming cradles complete all as specified and directed by Engineer-in-charge. |
| 33 | M&L for 150 mm dia lagging to pipes used in internal water supply or plumbing all round with, 25min thick bonded mineral wool preformed ‘SNAP ON’ pipe sections of density 144 Kg/cum conforming to IS9842 covered with chicken mesh wire netting 25 gauge, 20mm mesh with 0.01mm aluminium foil complete all as specified & directed by Engineer-in-charge. |
| 34 | M&L for 200 mm dia lagging to pipes used in internal water supply or plumbing all round with, 25min thick bonded mineral wool preformed ‘SNAP ON’ pipe sections of density 144 Kg/cum conforming to IS9842 covered with chicken mesh wire netting 25 gauge, 20mm mesh with 0.01mm aluminium foil complete all as specified & directed by Engineer-in-charge. |
| 35 | M&L for 15 mm thick rendering in cement mortar 1:4 using waterproofing liquid on brick work/ concrete surface and finishing even and smooth without using extra cement as per manufactures instructions complete all as specified & as directed by Engineer-in-charge.Note :- WPC shall be measured & paid separately under relevant items. |
| 36 | Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified & as directed by Engineer-in-charge. |
| 37 | Demolition of Reinforced cement Concrete of any description and in any position not otherwise specifically provided for complete all as specified & as directed by Engineer-in-charge. |
| 38 | Demolition of PCC block masonry /brick work built in cement mortar in foul position complete all as directed by Engineer-in-charge. |
| 39 | M&L Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mi- tred/stopped ends etc complete all as directed by Engineer-in-charge. |
| 40 | Supply and Fixing in repair for cast iron, sand cast, soil, waste & vent pipes, 100mm bore in any length with or without ears with cement joints fixed in any position complete all as specified and as directed by Engr-in-Charge. |
| 41 | Supply and Fixing in repair for cast iron, sand cast cowl 100mm bore complete all as specified and as directed by Engineer-in-charge. |
| 42 | Cutting into existing manholes for connecting new drains, making good to pipes and rendering, cutting out existing benching for & forming branch channel (1/2 round or 3/4 Section) in cement concrete 1:2:4 type B-1 smooth finished and reforming benching as required, Internal dia of pipe 150mm/200 mm. |
| 43 | S&F for rolled mild steel sections as in column main and joist, channel, angle, or tee sections, fixed independently etc. (cut to ordinary lengths i.e. within 20mm of the length indicated, fixed with angle cleats or other connecting plates of Fe 410-W (Gde E-250) quality A complete all as specified and directed by Engr-in-Charge. |
| 44 | S&F continuous sandwich panels as single piece, pre fabricated, modular, factory made units which consists of an insulating layer of rigid polyurethane foam between two layers of metal sheets to be fixed with screw/fastners on RCC slab of septic tank / soaakage well. The panels comprises of PUF (60 mm thick) bounded between two sheets of pre-coated white colour GI sheets of 0.5 mm thick to produce straight to finish panels. Insulation core provides effective insulation. These panels are 60 mm thick PUF panel as per IS 12436: 1988. Complete all as specified and as directed by Engineer in charge. |
| 45 | SCHEDULE OF CREDIT - Rs 167320.00 Please Enable Macros to View BoQ information |
