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| 1 | Cleaning of septic tank, man holes and inspection chamber etc. by means of removing the silt, sludge, excreta etc. or other materials, manually or mechanically and depositing the same, where directed at a distance not exceeding 150m including excavation of pits of required size to accommodate the foul materials taken out from septic tank, manholes, soakage pits and covering of the same with soil, not less than 30cm thick layer and making good all excavated site as required complete all as specified & directed by Engineer-in-charge.Note for item No. 1.00 :- (i) Depth of silt, sludge, excreta, etc shall only be measured and paid. (ii) Dewatering/pumping out of foul water shall be measured and paid separately. |
| 2 | Pumping out foul water from septic tank mechanically and removing sludge of capacity below 50 users complete all as specified & directed by Engineer-in-charge. |
| 3 | All as per item No. 2.00 above but 50 to 100 users |
| 4 | All as per item No. 2.00 above but 100 and above users |
| 5 | Cleaning of choked sewage line of below 200 mm bore of pipe including drains by rodding and well flushing with water, taking out waste materials any quantity and depositing where directed including covering the same with at least 30cm thick layer of soil complete all as specified & directed by Engineer-in-charge. |
| 6 | All as per item No. 5.00 above but more than 200 mm bore sewage line |
| 7 | Cleaning of manholes not exceeding 1.5m deep by means of removing the silt, sludge, etc & bailing out foul water complete manually or mechanically and covering of the same with soil, not less than 30cm thick layer and making good all excavated site as required complete all as specified & directed by Engineer-in-charge. |
| 8 | Cleaning of manholes exceeding 1.5m but not exceeding 3m depth by means of removing the silt, sludge, etc & bailing out water complete manually or mechanically and covering of the same with soil, not less than 30cm thick layer and making good all excavated site as required complete all as specified & directed by Engineer-in-charge. |
| 9 | Pumping out of water / liquid from soak wells of any capacity or size and discharge the same to nallah / drains through hose pipe or by other means upto distance of 250 mtr. Including removing old brick bats/Slucisy material from the soak well and refilling the same after washing brick bats with water etc complete all as specified & directed by Engineer-in-charge. |
| 10 | Cleaning of floor trap, gully trap in any size by means of removing the silt, sludge, etc & bailing out water complete manually or mechanically and removing the same out side MD land complete and making good all as specified & directed by Engineer-in-charge. |
| 11 | Blockage of WC/EWC/Urinal/WHB in any type floor by means of removing the silt, sludge, etc & bailing out water complete manually or mechanically and removing the same out side MD land complete and making good all as specified & directed by Engineer-in-charge. |
| 12 | Note:- For item No 1 to 11 :- (i) The contractor maintain a complaint register duly enter the complaint slip No, date of registration No of Manpower and machenery arranged and duly signed by all concerned on day to day. (ii) Suitable Glouses marker and other safty equipments shall provided by the contractor to manpower working foul conditions. |
| 13 | Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, for shafts, wells, cesspits, manholes, pier holes etc not exceeding 10 Sqm on plan and not exceeding 1.5 m in depth and getting out in soft/loose soil complete all as specified & directed by Engineer-in-Charge. |
| 14 | Excavating in trenches not exceeding 1.5m wide and exceeding 1.5m but not exceeding 3.00m depth for foundation, for shafts, wells, cesspits, manholes, pier holes etc not exceeding 10 Sqm on plan and not exceeding 1.5 m in depth and getting out in soft/loose soil complete all as specified & directed by Engineer-in-Charge. |
| 15 | Returning, filling in, including, spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in any type of soil complete all as specified & directed by Engineer-in-Charge. |
| 16 | Removing excavated soil to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified & directed by Engineer-in-Charge. |
| 17 | Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) of 150mm bore set in cement mortar including demolition of packing under and hauching against sides of pipes complete all as specified & directed by Engineer-in-Charge.Note :- Excavation and earth work shall be measured and paid separately. |
| 18 | All as per item No. 17.00 above but of 200mm bore. |
| 19 | M&L for PCC (1:3:6) type C-2 using 40mm graded stone aggregate for concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid and tested complete for 150mm bore pipe complete all as specified & directed by Engineer-in-Charge. |
| 20 | All as per item No. 19.00 above but of 200mm bore. |
| 21 | M&L for Reinforced concrete pipes of dia 150mm bore, class NP2, laid and jointed complete with collars laid in trenches and jointed in CM (1:1) and tested complete all as specified & directed by Engineer-in-Charge. |
| 22 | All as per item No. 21.00 above but of 200mm bore. |
| 23 | Dismantling of cast iron or reinforced concrete drain pipes 100 mm dia jointed in cement mortar complete all as specified & directed by Engineer-in-Charge. |
| 24 | Dismantling of cast iron or reinforced concrete drain pipes 75 mm dia jointed in cement mortar complete all as specified & directed by Engineer-in-Charge. |
| 25 | S&F in repair, 110mm bore PVC (SWR) single socketed in any length with rubber ring joints & fixed to walls complete all as specified and directed by Engineer-in-charge. |
| 26 | S&F in repair, 75mm bore PVC (SWR) single socketed in any length with rubber ring joints & fixed to walls complete all as specified & directed by Engineer-in-Charge. |
| 27 | S&F in repair, 75mm dia PVC (SWR) floor trap, plain with grating including jointing with solvent cement complete all as specified & directed by Engineer-in-Charge. |
| 28 | S&F in repair, 125mm/110mm dia PVC (SWR) gully trap, setting & jointing with solvent cement complete all as specified & directed by Engineer-in-Charge. |
| 29 | S&F in repair, PVC (SWR) bend with cap of 75mm bore setting & jointing with solvent cement complete all as specified & directed by Engineer-in-Charge. |
| 30 | All as per item No. 29.00 above but of 110mm bore. |
| 31 | S&F in repair, PVC (SWR) cowl of 75mm bore setting & jointing with solvent cement complete all as specified & directed by Engineer-in-Charge. |
| 32 | All as per item No. 31.00 above but of 110mm bore. |
| 33 | S&F 110mm PVC (SWR) WC connector with lip ring to fit WC outlet complete all as specified & directed by Engineer-in-Charge. |
| 34 | Demolition floor hearth or wall tiling including cement mortar bedding and removing unserviceable materials, debris and rubbish to a distance not exceeding 100m complete all as specified & directed by Engineer-in-Charge. |
| 35 | S&F glazed ceramic coloured joint free tiles of size 450mmx350mmx7mm/ thick on vertical surface such as skirting, dados, risers to steps etc set & jointed in neat cement slurry and pointed in white or coloured cement to match the colour of tiles over and including 10mm thick backing coat in CM (1:4) complete all as specified & directed by Engineer-in-Charge. |
| 36 | Demolition of Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified & directed by Engineer-in-Charge. |
| 37 | M&L for 25 mm thick PCC 1:2:4 type B-0 using 12.5 mm graded stone aggregate in flooring complete all as specified & directed by Engineer-in-Charge. |
| 38 | M&L for non skid ceramic coloured jointless tiles of size 7 to 8mm thick (square/rectangular) area of each tiles exceeding 0.06 Sqm but not exceeding 0.11 Sqm, grade B-II (a) superior quality confirming to IS- 13755 as in floors etc set & jointed in neat cement slurry and pointed in white or coloured cement to match the colour of tiles over and including screed bed or bedding layer of 15mm thick in CM (1:6) complete all as specified & directed by Engineer-in-charge. |
| 39 | M & L for 75 mm thick cement concrete 1:4:8 type D2 using 40mm graded stone aggregate as in subbase of flooring / hard standing complete all as specified & directed by Engineer-in-Charge. |
| 40 | M&L for 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; complete all as specified & directed by Engineer-in-Charge.Note: colour and design as approved by GE |
| 41 | M&L for Chequered cement concrete tiles 20cm x 20cm x 25mm thick,rubber moulded set and jointed in neat cement slurry and pointed in white or coloured cement to match including screed bed or bedding layer of mortar 15 mm thick in cement mortar 1:6 for laying floor finishes complete all as specified & directed by Engineer-in-Charge. |
| 42 | M&L for ceramic out door tiles 400mmx400mmx10-12mm thick digital design set, jointed and pointed in neat cement slurry as in floors with grey cement over & including over screed bed or bedding layer of mortar 15 mm thick Cement Mortar 1:6 complete all as specified & directed by Engineer-in-Charge.Note : Work will be in patches or in bulk |
| 43 | M& L for PCC 50mm thick type C1 1:3:6 (20mm graded stone aggregate laid in alternative as in plinth protection including finished the surface even and fair without using extra cement complete all as specified & directed by Engineer-in-Charge. |
| 44 | S & F FRP heavy duty manhole covers including frames of any size as required at site as per size of manholes having load capacity min of 5 TON fixing the same at site with PCC 1:2:4 and finishing the same fair and smooth complete all as specified & directed by Engineer-in-Charge. |
| 45 | Dismantling of posts or struts (wood, steel or RCC ) any section including taking out embeded portion and making good distrubed ground on concrete , brick work, masonry etc and removing of demolished materials out side MD land complete all as specified & directed by Engineer-in-Charge. |
| 46 | M&L Joist, channel, angle, or tee sections,fixed independently, without connecting plates, etc. (cut toordinary lengths i.e. within20m m of the length indicated) conforming to Fe-290 Gde E-165 ,etc complete all as specified & directed by Engineer-in-Charge. |
| 47 | Dismantling fencing wire mesh, any type complete all as specified & directed by Engineer-in-Charge. |
| 48 | Supply only 3.5mm thick PVC Coated chain link fencing mesh with 50mm mesh hole any size or type complete all as specified and directed by Engineer-in-charge.Note :-Fixing only PVC coated chain link fencing, steel round bars for protection will measured and paid separately. |
| 49 | Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails straining bolts, etc including provision of binding wire complete all as specified & directed by Engineer-in-charge. Note :-Supply only chain link fencing will measured and paid separately. |
| 50 | S&F for Mild steel round 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 and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality confiorming to round bars Fe-410-W (Gde.E-250) quality A- or Fe 290 (Gde-E-165) complete all as specified and directed by Engineer-in-charge. |
| 51 | S/F in repair Framed brackets of angles or tees with web and flanges cut to shape, drilled and countersunk for screw, including bending and welding angles, as necessary, gusset plates, riveting, etc. n exc 10 kg each brackets, conforming to Fe.290. Gde-E-165 (Brackets over 10 kg each to be measured under 'Structural Steel') complete all as specified & directed by Engineer-in-charge. |
| 52 | S&F Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut exc 5cm but not.exc 10 cm long,diameter of neck 11 to 15 mm complete all as specified & directed by Engineer-in-charge. |
| 53 | S & F in repairs Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and training and fixing to any type of standard rails strain- ing 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 to be measured) complete all as specified & directed by Engineer-in-charge. |
| 54 | M&L for preparation of steel surfaces of any description over 10 cm width or girth and applying one coat of synthetic enamel paint complete all as specified and directed by Engineer-in-Charge. |
| 55 | Dismantling of Trellis work (Jafri), including taking as under of battens in trellis (posts and rails measured separately) complete all as specified & directed by Engineer-in-charge. |
| 56 | M& L providing Stone jalies Jaisalmer type 450x 38-40MM with stone pillar having size 75 x 75 MM height 50 CM above runner fixed in cement mortar 1:4 fixed on stone runner beam (stone piller measured with Jali) including filling of joints with pigment of same colour complete all as specified & directed by Engineer-in-charge. |
| 57 | M & L providing bottom runner stone beam (Jaisalmer type) fixed in line having size 100 x 200 MM fixed in cement mortar 1:4 and making ready for fixing of jaisalmer stone jalies and pillar complete all as specified & directed by Engineer-in-charge. |
| 58 | Demolition of brick work or stone/boulder masonary built in cement mortor including all quoins, arches, pillars etc complete all as specified & directed by Engineer-in-charge. |
| 59 | M&L for squared rubble walling, Jodhpur type, brought upto courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6) including Extra over stone walling for hammer dressing to face stones with maximum depression on face from straight edge not exc 20mm and dressing face beds and joints as specified to squared rubble walling, Jodhpur type brought upto courses etc complete all as specified and directed by Engineer-in-Charge. |
| 60 | M & L for precast cement concrete solid block masonry exc 10cm in width and setting in CM 1:6 type C1, 1:3:6 complete all as specified & directed by Engineer-in-charge. |
| 61 | M & L for AAC (Autoclaved Aerated Concrete) Blocks of size 600MM X 200MM X 200MM, light weight , factory made joint with 3-5 MM thick block jointing mortar/ polymer modified cementitious adhesive for thin bed application (3-5mm thick) complete all as specified & directed by Engineer-in-charge. |
| 62 | Taking down cement plaster of any description, any thickness from external surfaces of walls/soffits etc. incl raking out joints, hacking for keys, scrubbibg down with water etc complete all as specified & directed by Engineer-in-charge. |
| 63 | M&L for rendering 15 mm thick readymade plaster on inner/outer walls with approved make by adding 17-19% of potable water by weight of material. For thickness above 15 mm it is recommended to be applied in multiple layers. Ready-mix plaster shall complies with IS 1661-1972, IS 2250-1965, IS 2402-1963 and confirms the Compressive strength @ 28 Days- 10-12 Mpa/ Bulk density- 1500-1600 Kg/m3 complete all as specified & directed by Engineer-in-charge. Note :The rate quoted by contractor shall include cleaning of surface, application as per instruction and scaffolding upto 20mtr height. |
| 64 | M&L for preparation of newly plastered surfaces and applying two coat cement base paint on surfaces of wall of approved shade/tint over a coat of compatiable priming paint complete all as specified & directed by Engineer-in-charge. |
| 65 | M&L for preparation of new plastered surfaces of wall and applying applying One coat cement base paint on surfaces of wall complete all as specified & directed by Engineer-in-charge. |
| 66 | M&L for rendering 10-15 mm thick Levelmaxx plus plaster on inner/outer walls/ceiling with JK Cement by adding 22-25% of potable water by weight of material. For thickness above 15 mm it is recommended to be applied in multiple layers. plaster shall complies with Compressive strength @ 28 Days- 10-12 Mpa/ Bulk density150Kg/Ltr complete all as specified & directed by Engineer-in-charge. Note :The rate quoted by contractor shall include cleaning of surface, application as per instruction and scaffolding upto 20mtr height all as specified and directed) |
| 67 | M & L for washing/rubbing down and stopping of distempered , plastered and painted surfaces of wall including cornices etc making good of holes by filling holes in plastered surfaces and applying One coat cement base paint on surfaces of wall complete all as specified & directed by Engineer-in-charge. |
| 68 | M & L for complete removal existing treatment and applying two coat cement base paint on surfaces of wall of approved shade/tint over a coat of compatiable priming paint complete all as specified & directed by Engineer-in-charge. |
| 69 | S&F in repair PVC seat cover black/white closed pattern with flat bottom and mild steel CP or aluminium hinging device complete all as specified & directed by Engineer-in-charge. |
| 70 | S & F in repair Vitreous china wash down water closet pan (Pedestal pattern), white (EWC) with necessary P/S Trap and fixed complete all as specified & directed by Engineer-in-charge. |
| 71 | S&F in repair of vitreous China squatting pan, ‘Orissa’ pattern, size 580 x 440 mm white, with integral foot rests with 'S' or 'P' trap (excluding flushing cistern and flush pipe) size 580mmX440mm white including taking down old one complete all as specified & directed by Engineer-in-charge. Please Enable Macros to View BoQ information |
