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| 1 | M&L for brick work with using flyash brick modular size straight or curved on plan exc. 6.00m mean radius built in CM 1:4., etc complete including demolition of brick work / stone boulders masonry built in cement mortar complete all as specified and directed. |
| 2 | Demolition of cement concrete n.exc 15 cm depth of any description and in any position not otherwise specifically provided (below or above ground level) including removal of concrete debris from site up to 500 metre complete all as specified and directed. |
| 3 | M&L for cement concrete (1:4:8) type D-2,( using 40mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and directed. |
| 4 | Formwork to faces of walls, sides of drains, retaining walls and similer work, flat including attached pillasters, buttresses etcvertical or to batter for fair and smooth finished complete all as specified and directed. |
| 5 | M&L for RCC M-25 (Design Mix) as in walls, retaining walls, drainage walls, basement walls, ballast walls and the like, of any thickness above top of footing including attached pilasters and buttresses complete all as specified and directed by the Engineer-in-Charge. |
| 6 | M&L for rendering 10mm thick in CM (1:3) as on concrete surfaces finished even and smooth without using extra cement complete all as specified and directed. |
| 7 | Demolition of reinforced cement concrete of any description and in any position complete all as specified and directed. |
| 8 | M&L for precast RCC (1:2:4) type B-1 as in cover slab for manhole including formwork, hoisting, setting in cement mortar (1:4) with plain faces complete all as specified and directed by the Engineer-in-Charge.Note: Reinforcement shall be measured and paid for separately. |
| 9 | M&L for 10mm dia and over mild steel TMT bars cut to length bent to shapes as required including bending cranking and binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed. |
| 10 | Exacavation in trenches, n. exc 1.50m wide and n. exc 1.50m in depth for foundation etc or for shaft ,wall, cesspits, manholes, pier holes etc. n. exc 10 Sqm on plan and n. exc 1.5m in depth in any type of soil etc complete all as specified and directed. |
| 11 | Returning, filling in soil including spreading, watering and well ramming in layers n. exc 25 cm thick in any type of soil complete all as specified and directed. |
| 12 | Removing excavated soil to a distance not exc 250m and depositing where directed at a level not exc 1.50 m above the starting point complete all as specified and directed. |
| 13 | S&F in repairs 110 mm bore PVC (SWR) pipes singles socket in any length with rubber ring joints fixed to walls or floor or in trench complete all as specified and directed. |
| 14 | M&L for 200mm bore/inner dia Double wall corrugated (DWC) pipe (SN-4) with intergral socket and all with intergral socket and clamps and all necessary fttings, laid in trenches jointed confirming to IS 16098 (Part 2) as per manufacturer instructions complete including taking down old SGSW/AC/RCC pipes complete all as specified and directed..all as specified and directed. |
| 15 | Concrete bed to drain pipes of bore 200mm dia including packing under hunching against the sides of pipe after they are laid tested in cement concrete (1:4:8) type C-2 (using 40mm graded stone aggregate) complete all as specified and directed. |
| 16 | M&L for 150mm bore/inner dia Double wall corrugated (DWC) pipe (SN-4) with intergral socket and all with intergral socket and clamps and all necessary fttings, laid in trenches jointed confirming to IS 16098 (Part 2) as per manufacturer instructions complete including taking down old SGSW/AC/RCC pipes complete all as specified and directed..all as specified and directed. |
| 17 | M&L for concrete bed to drain pipes of bore 150mm dia including packing under hunching against the sides of pipe after they are laid tested in cement concrete (1:4:8) type C-2 (using 40mm graded stone aggregate) complete all as specified and directed. |
| 18 | M&L for cement concrete (1:5:10) type E-2, (using 40mm graded stone aggrregate) as in foundations, filling and mass concrete, as in subbase for paver blocks complete all as specified and directed. |
| 19 | M&L for PCC (1:2:4) type B-1, using 20mm graded cruched stone aggregate as in benching, coping etc including necessary form complete all as specified and directed. |
| 20 | M&L for rendering 15 mm thick in CM (1:4) on fair faces of brick work or concrete surface fininished even and smooth without using extra cement including mixing of integral water proofing compound in the proportion as per manufacturers instructions complete all as specified and directed. |
| 21 | S&F PVC (SWR) gully trap 125/110 mm, setting and jointing with solvent cement,plain with CP grating complete all as specified and directed. |
| 22 | Cleaning, removing sludge and dewatering gully trap upto first Manhole before connecting to sewage line and making functional complete all as specified and directed. |
| 23 | M&L for 60 mm thick machine pressed precast conctete interlocking paver block in glossy finish with grey/coloured cement and pigment, any shape and size confirming to IS 15658-2006, M-35 Grade laying over and including 50 mm thick stone dust/sand cushion complete inlcuding dismantling of old paver block complete all as specified and directed. |
| 24 | M&L for 75mm thick cement concrete (1:3:6) type C-1 (using 20mm graded stone aggregate) as in floor/plinth protection finished even and fair complete all as specified and directed. |
| 25 | M&L for reinforced concrete pipes, class NP2, laid and jointed complete with collars 450 mm dia complete all as specified and directed. |
| 26 | Cutting into existing manholes for connecting new drains, 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 for 150/200 mm as required complete all as specified and directed. |
| 27 | M&L for construction of septic tank for 100 users complete including excavation in ordinary soil, foundation in PCC 1:2:4, brick work in cement mortar 1:4 slab covers including RCC precast manholes cover having 6mm plate embedded all around / Fibre reinforced cover with angle iron frmae Vent shaft and sludge chembers etc. complete for 100 users, complete all as specified in drawing No TD-TRG NO CEJZ/TD/57 sheet No 1/4 to 4/4 dated 05/05/2000 including demolition of old septic tank including removal of debris and excavated surplus soil complete all as specified and directed. |
| 28 | M&L for construction of soakage well of complete of size 3.00m Dia X3.00m deep complete including excavation in ordinary soil, foundation in PCC 1:3:6 wells of Honey comped and solid in M-25 design nix concrete,including intercepting chember,screen chember brick work in cement mortar 1:4 , RCC cover slab in M-25 design mix, brick measonary, filling with brick bats, complete all as specified in drawing No TD-DRG NO CEJZ/TD/sheet No 1/1 dated 05/05/2000 including demolition of old soakage wall including removal of debris and excavated surplus soil complete all as specified and directed. |
| 29 | M&L for providing rain water harvesting system for recharging ground water table by diverting rain water flow from building roof to recharge pit complete as per approved drawings and specifications and as directed by the Engineer-in-Charge, comprising the following:-(i) Excavation in earth for recharge pit up to 1.80m depth and 1.50m diameter in any type of soil including disposal of excavated soil as directed and flyash brick masonry (CM 1:4) in wall up to 0.80m height complete.(ii) Providing and filling boulders/gravel of size 5mm to 10mm up to 0.30m thickness at top layer.(iii) Providing and filling coarse sand up to 0.50m thickness.(iv) Providing and filling gravel of size 5mm to 10mm up to 0.50m thickness.(v) Providing and filling boulders/gravel of size 5mm to 10mm up to 0.50m thickness at bottom layer.(vi) Supplying and fixing PVC perforated down take pipe 160mm dia and 13.00m long complete.(vii) Providing and fixing precast RCC cover slab, Type B-1 (1:2:4) complete all as specified and directed by the Engineer-in-Charge.Note: (a) Rate quoted shall include all excavation, refilling, disposal of surplus earth, brick masonry, filter media, PVC perforated pipe, precast RCC cover slab, labour, tools & plants and all incidental works required for proper functioning of the rain water harvesting system. (b) Nothing extra shall be paid on this account. |
| 30 | S&F 160mm dia PVC (SWR) rain water pipes single socket in any length with rubber ring/joint fixed to walls or laid in treches with necessary PVC clamp, complete all as specified and directed. |
| 31 | S&F 160mm dia PVC (SWR) bend of any radious complete all as specified and directed. Please Enable Macros to View BoQ information |
