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| 1 | M & L for removing/Bailing out/pumping out sludge liquid, solid and waste material from septic tank, pumping into honey sucker mechanical transport vehicle and depositing at Ranjit Vihar STP at a distance exceeding 50m and not exceeding 1.50 km where directed including minor repairs on plaster, rungs, cleaning the bottom and sides of the septic tanks (inner side) with wire brushes to remove all scales dirt, etc complete all as specified and directed by Engineer-in-Charge for the following capacity of septic tank :- |
| 2 | (a) 1000 Users |
| 3 | (b) 200 users |
| 4 | (c) 150 users |
| 5 | (d) 100 users |
| 6 | (e) 50 users |
| 7 | (f) 25 users |
| 8 | (g) 10 users |
| 9 | Removing carefully the cover slabs of man holes of any size and shape and removing the scum/ sludge including any organic or inorganic matters to a distance exc 50m and not exc 1500 mtrs and depositing where as directed by Engineer in charge, and setting the man hole cover in position in CM (1:6) after cleaning the sludge for the following size of man holes (Manhole cover if provided new shall be measured & paid seperately) :- |
| 10 | (a) Upto 1.5 mtr depth |
| 11 | (b) Exc 1.5 mtr depth but n.exc 3.00 meter depth |
| 12 | Cleaning of blocked sewage drain pipe till the flow of sewage/sludge water is smooth including taking out all sludge/mud from pipes by means of roding & remove to a distance exc 50m and not exc 1500 mtrs and depositing where as directed by engineer in charge for following size of pipes :- |
| 13 | (a) Internal dia 75 mm |
| 14 | (b) Internal dia 100mm |
| 15 | (c) Internal dia 150mm |
| 16 | (d) Internal dia 200 mm |
| 17 | Cleaning and removing of blockage from WC upto first manhole removing all silt, liquid mud from the pipe line by roding etc and depositing the same at a distance exc 50m and not exc 1500 mtrs where as directed by Engineer in charge for following:- |
| 18 | (a) In Ground Floor |
| 19 | (b) In First Floor |
| 20 | (c) In Second Floor |
| 21 | Cleaning and removing of blockage from floor trap upto first manhole removing all silt, liquid mud or any othe foreign materials by roding and removing the same at a distance exc 50m and not exc 1500 mtrs and depositing where as directed by Engineer in charge for following:- |
| 22 | (a) In Ground Floor |
| 23 | (b) In First Floor |
| 24 | (c) In Second Floor |
| 25 | Cleaning of blocked Gully traps including taking out all sludge/mud by means of roding,remove to a distance exc 50m and not exc 1500 mtrs and depositing where as directed by Engineer in charge |
| 26 | Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, etc., and getting out in hard/dense soil complete all as specified and as directed. |
| 27 | M&L for PCC (1:3:6) type C2 using 40mm graded stone aggregate as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 100mm bore of pipes complete all as specified and as directed. |
| 28 | Dismantling of cast iron pipe of internal dia 100 mm jointed in CM fixed to wall and taking out from wall etc complete all as specified and as directed. |
| 29 | Dismantling of cast iron pipe of internal dia 75 mm jointed in CM fixed to wall and taking out from wall etc complete all as specified and as directed. |
| 30 | S & F PVC (SWR) pipes 110 mm bore single socketed, in any length with rubber ring joints fixed to walls complete all as specified and as directed |
| 31 | All as per item No.11 above but 75mm bore |
| 32 | Demolition of Solid block masonry set in CM 1:4 as in man hole chamber and septic tank etc as in walling complete all as specified and as directed. |
| 33 | M&L for pre cast cement concrete block masonry with PCC 1:3:6,type C1, with solid blocks exc 10cm in width and set in CM (1:4) complete all as specified and as directed. |
| 34 | Taking down cement plaster of any description from wall including raking out joints hacking for key, scrubbing down with water etc, complete all as specified and directed. |
| 35 | M&L for Rendering 15mm thick in CM 1:3 on concrete/brick / solid block masonry surfaces as in manhole, septic tank etc finished even and smooth without using extra cement complete all as specified and as directed. |
| 36 | M&L for rendering 15mm thick in CM 1:6 on concrete/brick/Solid block masnory wall surfaces finished even and fair complete all as specified and as directed. |
| 37 | Demolition of cement concrete reinforced of any description and in any position complete all as specified and as directed. |
| 38 | M&L for providing precast RCC 1:2:4 type B1 using 20mm graded stone aggregate as in cover slab for manholes, septic tank and similar work set in CM 1:6 all as specified incl necessary form work and placed in position complete all as specified and as directed. |
| 39 | M&L for Mild steel TMT bars 10mm dia and over cut to length, bent to shape required including cranking and bending spirally for hopping for columns, hooking ends and binding with and including MS wire (annealed) not less than 0.90mm dia) or securing with clips complete. |
| 40 | Returning, filling in, incl spreading, levelling, watering and well ramming in layers n.exc 25cm thick with any type of soils complete all as specified and as directed. |
| 41 | Removing excavated soils to a distance n.exc 50M and depositing where directed at a level n.exc 1.5M above the starting point complete all as specified and as directed. |
| 42 | Cutting of small trees/plants at the stem removal of the roots of the plants by using acids, cutting around the spout for removing the roots of any size and making good with CM 1:3 incl two coats of cement base paint complete all as directed by Engineer-in-Charge |
| 43 | S & F in repairs PVC (SWR) pipes 110 mm bore single socketed, in any length with rubber ring joints fixed to walls complete all as specified and as directed |
| 44 | All as per item No.24 above but 75mm bore |
| 45 | S & F in repairs PVC (SWR) pipes 110 mm bore single socketed, in any length with rubber ring joints laid in trenches or in floors complete all as specified and as directed |
| 46 | S & F in repairs PVC (SWR) pipes 160 mm bore single socketed, in any length with rubber ring joints laid in trenches or in floors complete all as specified and as directed |
| 47 | S & F in repairs PVC (SWR) bend of any radius with oval access door, 110mm bore complete all as specified and as directed |
| 48 | S & F in repairs PVC (SWR) bend of any radius with oval access door, 160mm bore complete all as specified and as directed. |
| 49 | All as per item No.29 above but 75mm bore |
| 50 | S & F in repairs 110mm bore PVC (SWR) junction, Single 'T' equal or unequal complete all as specified and as directed |
| 51 | S & F in repairs 160mm bore PVC (SWR) junction, Single 'T' equal or unequal complete all as specified and as directed |
| 52 | All as per item no.32 above but 75mm bore |
| 53 | Demolition of cement concrete (un reinforced) in ground floors and pavings not exc. 15cm thickness etc below or above ground level incl floor hearth tiles if any and removing the rubbish off the premises complete all as specified and as directed by Engr-In -Charge. |
| 54 | M&L for plain cement concrete 1:4:8 type D2 using 40mm graded stone aggregate as in foundation and mass concrete complete all as specified and as directed. |
| 55 | M&L for PCC 1:2:4 type B-1 using 20mm graded stone aggregates as in benching, haunching and channel etc finished even and smooth using extra cement including necessary form work complete all as specified and as directed. |
| 56 | M&L for PCC 1:3:6 type C1 using 20mm graded stone aggregate as in coping etc , rounded or chamfered on edges complete all as specified and as directed. |
| 57 | M&L for Plain cement concrete 1:3:6, type C2, using 40 mm graded stone aggregate, as in surface channels/drains etc, complete all as specified and as directed. |
| 58 | S&F in repairs mild steel chromium plated gratings fixed in cement mortar or coloured cement mortar to match with the existing surfaces complete all as specified and as directed. |
| 59 | M&L for rendering 10 mm thick in CM 1:4 on concrete or block masonry surfaces complete all as specified and as directed. |
| 60 | Cutting of bushes, grass and trees bunches etc all along the drain etc. complete all as specified and as directed. |
| 61 | M&L for PVC (SWR) floor trap, 100 mm outlet dia plain with grating including jointing with solvent cement complete all as specified and as directed. |
| 62 | M&L for PVC (SWR) multi floor trap 100mm outlet dia with grating including jointing to waste pipe fixed to coement concrete type B1 1:2:4 complete all as specified and as directed. |
| 63 | M&L for PCC in foundation filling and mass concrete type B2 1:2:4 (40mm graded stone aggregate) complete all as specified and as directed. |
| 64 | M&L for Plain cement concrete 1:3:6, using 20mm graded stone aggregate as in foundation, filling and mass concrete all as specified and as directed. |
| 65 | M&L for PCC 1:3:6, type D2 (40mm graded stone aggregate), 75 mm thick as in sub base of floor, plinth protection pavings etc complete all as specified and as directed. |
| 66 | Dismantling floor, or wall tiling including cement mortar bedding (but not backing) and removing the rubbish off the premishes complete all as specified and as directed. |
| 67 | M&L for coloured non skid ceramic tiles 7 to 8mm thick (square/rectangular) area of each tile exc 0.06 sqm n.exc 0.11 sqm, in floors etc set and jointed in neat cement slurry in floors and pointed with coloured cement to match the colour of tiles incl screed bed or bedding layer of mortar 15mm thick in CM 1:4 for laying floor finishes complete all as specified and as directed. |
| 68 | M&L for chequered cement concrete tiles 300x300x25mm thick size set, jointed and pointed in neat cement slurry incl 15mm thick in CM 1:6 bedding layer of mortar all as specified. |
| 69 | M & L for two coats of cement based paint on newly plastered surfaces or previously untreated surfaces on external PCC block masonry wall/ toe wall etc including preparation of surfaces complete all as specificed and as per directed by Engineer-in-Charge. |
| 70 | M & L for two coats of cement based paint on old plastered surfaces of external PCC block masonry wall/concrete surfaces/ toe wall etc including preparation of old surfaces complete all as specificed and as per directed by Engineer-in-Charge. |
| 71 | S&F Fibre Reinforced Plastic (FRP) Man Hole cover of size 600 x 600mm of min load carrying capacity 2.5 Ton complete all as specified and as directed. |
| 72 | S&F Fibre Reinforced Plastic (FRP) Man Hole cover of size 450 x 450mm of min load carrying capacity 2.5 Ton complete all as specified and as directed. |
| 73 | S&F Fibre Reinforced Plastic (FRP) Man Hole cover of size 300 x 300mm of min load carrying capacity 2.5 Ton complete all as specified and as directed. |
| 74 | S&F PVC (SWR) gully trap 125/110 mm, setting and jointing with solvent cement complete all as specified and as directed. Please Enable Macros to View BoQ information |
