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| 1 | 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 direcetd. |
| 2 | 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 direcetd. |
| 3 | 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 direcetd. |
| 4 | 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 direcetd. |
| 5 | 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 direcetd. |
| 6 | 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 direcetd. |
| 7 | Excavating in trenches, exc. 1.50 m wide and not exc.3.00 m depth for cesspits, manholes etc. and getting out in Hard/Dense soil soil even in foul position complete all as specified and as directed. |
| 8 | 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. |
| 9 | 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. |
| 10 | 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. |
| 11 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. complete all as specified and as direcetd. |
| 12 | Removing excavated material exc 1.50 km and n exc 5.00 km complete all as specified and as direcetd. |
| 13 | M&L for Hardcore 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 direceted. |
| 14 | M & L for Cement concrete type-D2 1:4:8 as (40mm graded aggregates) in foundations, filling and mass concrete complete all as specified and as direcetd. |
| 15 | M&L for Pre-cast cement concrete block masonry type C-1 1:3:6 (20mm graded aggregate) in CM (1:4) with solid blocks, exc. 10cm in width and setting in mortar, complete all as specified and as direcetd. |
| 16 | M&L for 15 mm thick rendering in cement mortar 1:4 on brick work/ concrete surface and finishing even and smooth without using extra cement mortar as per manufactures instructions complete all as specified & as direcetd.Note :- WPC shall be measured & paid separately under relevant items. |
| 17 | Supply only Liquid water proofing compound complete all as specified and as direcetd. Make:- Pidilite, (Dr Fixit), FOSROC /CICO /Sika /STP No.1) |
| 18 | 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 better for rough finished flat surfaces of concrete complete all as specified and directed. |
| 19 | M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work, not exceeding 200m thick (Horizontal or sloping) for flat rough finished surfaces of concrete complete all as specified and directed. |
| 20 | 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 |
| 21 | 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 the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 22 | All as per item No. 21 above but 6mm to 8mm dia |
| 23 | M & L for Reinforcement cement concrete pre-cast reinforcement cover slab (1:2:4) type B-1 using( 20 mm graded crushed stone aggregate) as in manhole cover of any size including RCC ring/Frame and MS frame set in CM (1:4) etc complete all as specified and directed. |
| 24 | M&L for RCC M 25 Design mix (20 mm graded crushed stone aggregate) 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. |
| 25 | M&L for RCC M 25 Design mix (20 mm graded crushed stone aggregate) 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 direceted. |
| 26 | M&L for Loose filling with aggregates of gauge 40 to 80 mm of broken bricks in soakage pits, soakage wells complete all as specified and direceted. |
| 27 | Demolition of Concrete of any description and in any position not otherwise specifically provided for complete all as specified & as direcetd. |
| 28 | Demolition of Reinforced Concrete of any description and in any position not otherwise specifically provided for complete all as specified & as direcetd. |
| 29 | Demolition of PCC block masonry /brick work built in cement mortar for cracked wall of manholes, septic tank, soak pits etc. in foul position complete all as directed. |
| 30 | 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 & direcetd. |
| 31 | M&L for 150mm bore reinforced concrete pipes, class NP2, laid and jointed complete with collars including concrete bed of 1:3:6 packing under, and haunching against the sides of pipes after they are laid and tested in complete all as specified and directed. |
| 32 | 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. |
| 33 | S&F PVC (SWR) 110 mm bore pipes single socketed, in any length with rubber ring joints,fixed to wall including all connections & fittings complete all as specified and directed |
| 34 | Supply and fixing110mm PVC (SWR) vent cowl complete all as specified and directed. |
| 35 | Material and labour for preparation of newly plastered surface of wall and applying two coat of cement based paint over a coat of primer complete all as specified and directed by Engr-in-Charge. |
| 36 | S&F 60mm thick PUF panels in wall with 0.5mm prepainted galvalume sheet on both face/side including all fixing arrangements complete all as per specification and as directed by Engr–in–Charge. Please Enable Macros to View BoQ information |
