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| 1 | Cleaning of obstruction/water blockage from floor trap/nahani trap of any size of Kitchen, Wash hand basin, urinal or bath,of any floor by roding between nahani trap/floor trap to gully trap and next up to first manhole and removingdisposal of waste materials to outside MOD land/Air force area , complete all as specified and directed by Engr-in-charge. |
| 2 | Cleaning of obstruction/water blockage from water closet(IWC or EWC)of any floor by roding up to first manhole and disposal of wastematerials to outside MOD land/Air force areacomplete all as specified and directed by Engr-in-charge. |
| 3 | Desludging manholes of any size and depth by taking out sludge and foreign materials and excavating a pit of appropriate size depositing sludge in the pit and covering with 30cm thick layer of soil to cover the sludge including removing surplus soil where directed including sprinkling of bleaching powder over the pits for sanitation, complete all as specified. |
| 4 | Cleaning of 100mm dia internal sewage line by roding or by other means from adjacent manhole without breaking existing pipes including washing the pipe with water after roding to make the line smooth functional complete all as specified. |
| 5 | Description all as per serial item No 4 here-in-before but 150mm bore dia drain pipe complete all as specified and as directed. |
| 6 | Cleaning ofgrease trap by arranging mechanically collection machine (container capacity 6000 litres in each trip) of any size & capacity including removing the blockage of line through mechanical/hydraulic pressure and removing waste material to outside the MOD land and disposing off at appropriate place such as outside of municipal area complete all as directed by the Engr-in-charge. |
| 7 | Desludging ofseptic tanks and sewage line by arranging mechanically sewage collection machine (container capacity 6000 litres in each trip) of any size & capacity including removing the blockage of sewage line through mechanical/hydraulic pressure and removing waste material , sludge etc.to outside the MOD land and disposing off at appropriate place such as outside of municipal area complete all as directed by the Engr-in-charge. |
| 8 | Excavation over areas, n exc 1.5m deep and getting out as in mud in foul condition complete all as specified and as directed. |
| 9 | All as per item No 8 above but exc 1.50 m and n exc 3.00 mtr |
| 10 | M&L Removing of excavated material as in foul condition and exc 1.5Km butn exc 5.00km and depositiong where directed. |
| 11 | M&L Taking out saturated broken bricks from soak well (soakage pit) and refilling with new broken bricks of gauge 40 to 80mm size and disposal of rubbish/ unserviceable material to outside the MOD land and disposing off at appropriate place such as outside of municipal area complete all as directed by the Engr-in-charge. |
| 12 | Excavation in trenches not exceeding 1.5 mtr wide and not exceeding 1.5 mtrs in deep for foundation etc, or for shafts,wells, cesspits, manholes etc,not exceeding 10 Sqm on plan and n. exc 1.5m in depth and getting out in any type of soilcomplete all as specified and directed. |
| 13 | Add as peritem No 12 above but exc. 1.50m deep and n exc. 3.00m deep in any type of soil complete all as specified. |
| 14 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick in any type of soil complete all as specified and directed by Engineer-in-Charge. |
| 15 | Removing excavated surplus soilto a distance not exceeding50 mtr and depositing where directed at a level not exceeding 1.5 mtr above the starting point, spreading and leveling complete all as specified and directed by Engineer-in-Charge. |
| 16 | M & L for PCC 1:4:8,Type D-2 (using 40mm gradedcrushed stone aggregate) as in foundation filling and mass concrete complete all as specified and directed by Engineer -in-Charge. |
| 17 | M&L Demolition and breaking up 100mm internal dia drain pipes (salt glazed stone ware, AC or Reinforced concrete pipes) set in cement mortar complete all as specified and as directed by Engineer-in-Charge. |
| 18 | M&L Demolition and breaking up 150mm internal dia drain pipes (salt glazed stone ware, AC or Reinforced concrete pipes) set in cement mortar complete all as specified and as directed by Engineer-in-Charge. |
| 19 | M&L Demolition of cement concrete (unreinforced) of any descriptions, in Ground floors (Floor Topping, Sub Base etc) not exc 150mm thick, above or below ground level complete all as specified and directed. |
| 20 | M & L for Plain Cement Concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) as in bed of drain pipes 100mm bore, laid to falls including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and as directed by Engineer-in-Charge. |
| 21 | All as per item No 20 buthere-in-before 150mm bore. |
| 22 | M & L for PVC SWR drain pipes non pressure 110 mm, single socketed, in any length with rubber ring joint, laying pipes to level or to falls in trenches, on concrete bed or directly on hard grounds, jointing as per manufacturere\"s instructions and testing, complete, all as specified. |
| 23 | M & L for DWC(double walled corrugated) drain pipes non pressure with OD 160-180 mm and ID 132-150 mm, laying pipes level or to falls in trenches, on concrete bed or directly on hard grounds, jointing as per manufacturere\"s instructions and testing, complete, all as specified. |
| 24 | Cutting into existing manholes for connecting new drains pipes of 100/150mm internal dia andmaking good to pipe and rendering , cutting out existing benching for and forming branch channel( ½ round or ¾ section) in cement concrete 1:2:4 type B-1 smooth finished and reforming benching as required internal dia of pipe 100/150 mm bore, complete all as specified. |
| 25 | Demolition of brickwork and stone/boulder masonry, built in cementmortar including all quoins, arches, pillars, etc., but excluding ashlar facings, dressed stonework and precast concrete articles complete including removing of rubish complete all as specified and directed by Engineer-in-Charge. |
| 26 | M&L brick work with sub class B bricks straight or curved on plan exc 6m mean radiusin CM 1:6 complete all as specified and as directed. |
| 27 | All as per item No 26 above excepts bricks complete all as specified and as directed. |
| 28 | Taking down cement plaster, of any description on brick or stone or cement concrete walls including raking out joints, hacking for key, scrubbing down with water complete all as specifiedincluding removing rubbish to outside the MOD land. |
| 29 | M & L for Rendering 15mm thick in cement mortar 1:4 on fair faces of Brick walls or on concrete surfaces plastered surfaces finished even and smooth without using extra cement with WPCas per manufactare instruction complete all as specified Note:- Water proofing compound shall be paid separately. |
| 30 | Supply only integral water proofing compound as per latest IS specificationcomplete all as specified. |
| 31 | Taking down eaves gutters and rainwater pipes (any size or pattern), including all fittings,heads, shoes, bends, swan-necks, etc., including cleaning or refixing or removal to Store (measured overall as fixed along the centre line over fittings and accessories) |
| 32 | S&F inPVC (SWR) pipes, 110mm dia, single socketed, in any length with rubber ring joints, fixed to walls, complete all as specified & directed. |
| 33 | Description all as per item No 32but laid in trenches or in floors complete all as specified |
| 34 | S&F inPVC (SWR) pipes, 75mm dia, single socketed, in any length with rubber ring joints, fixed to walls, complete all as specified & directed. |
| 35 | Description all as per item No 34but laid in trenches or in floors complete all as specified |
| 36 | S & F PVC (SWR) bends 110mm bore complete all as specified and directed by Engineer-in Charge. |
| 37 | All as per item No 36but here-in-before provided with access door, complete all as specified and directed by Engineer-in Charge. |
| 38 | S & F PVC (SWR) bends 75mm bore,complete all as specified and directed by Engineer-in Charge. |
| 39 | All as per item No 38but provided with access door, complete all as specified and directed by Engineer-in Charge. |
| 40 | S & F PVC (SWR) 75mm bore Vent cowl complete all as specified and directed by Engineer-in Charge. |
| 41 | S & F PVC (SWR) 110mm bore junction double, (double T) equal or unequal complete all as specified and directed by Engineer-in Charge. |
| 42 | S & F PVC (SWR) 110mm bore junction double, (single T) equal or unequal complete all as specified and directed by Engineer-in Charge. |
| 43 | S & F PVC (SWR) 75mm bore junction double, (double T) equal or unequal complete all as specified and directed by Engineer-in Charge. |
| 44 | S & F PVC (SWR) 75mm bore junction double, (single T) equal or unequal complete all as specified and directed by Engineer-in Charge. |
| 45 | M & L for Stack clamps out of 50mmx5mm flat iron and 8mm dia round iron stays, including bolts and nuts and securing ends of says to wallof roof, bore of pipe 75/100/110mm, fixed in repairs, complete all as specified |
| 46 | Demolition of reinforced cement concrete of any description in any position not otherwise specifically provided for (Reinforcement cut as required to facilitate demolition), complete all as specified including removal of broken material from site all as directed. |
| 47 | M & L for Providing precast cement concrete (1:2:4) type B-1 (using 20mm graded crushed stone aggregate) as in cover slabs (for manholes and drainsetc.), water troughs, mangers, shelves and similar articles with plain faces set in cement mortar 1:6 including necessary formwork and removing of old broken cover slab complete all as specified. |
| 48 | S & F TMT steel bars10mm dia and over in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with and including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips completeall as specified. |
| 49 | S & F TMT steel bars6 to 8mm dia and over in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with and including Mild Steel wire (annealed) not less than 0.9mm dia completeall as specified. |
| 50 | M&L providing cement concrete in PCC 1:2:4 type B1 using 20mm graded stone aggregate as in lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, papapets and railings upto 60cm in height, copings, kneelers, apex stone, bed plates, kerbs, water troughs and the like, slightly rounded or chamfered angles and throated all as specified. |
| 51 | Demolition of cement concrete (unreinforced)(alongwith floor tiles) of any description and in any position not otherwise specifically provided for, complete all as specified and directed. |
| 52 | Dismantling floor, hearth or wall tiling incl cement mortar bedding(but not backing) removing serviceable tiles to store,if any, or rubbish off the premises. |
| 53 | M & L Cement concrete type B-0, 1:2:4 (12.5 mm graded aggregate) 25mm thickness as in floor for laying tiles brushing with neat cement slurry @ 3.00 Kg/Sqm complete all as specified and as directed. |
| 54 | M&L forNon-skidColoured Ceramic Tiles (Square/rectangular) area of each tile exceeding 0.11 sqm but nexc 0.18 sqm, 7-8mm thick in floors etc set & jointed in neat cement slurry & pointed in white or coloured cement to match includingscreedbedding layer of 15 mm thick in CM 1:6, complete all as specified and as directed. |
| 55 | M & L for Glazed coloured ceramic tiles in vertical surface 450x300x7 mm/350x 250x7mm / 450x350x7mm thick set and jointed in neatcement slurry and pointed in white or colour cement to match over 10mm thk screed bed in CM 1:3, complete all as specified and as directed. |
| 56 | S&F PVC (SWR) 75mm dia floor trap, plain with grating including jointing to waste pipe fixed in cement concrete type B-1 (1:2:4) complete all as specified and as directed. |
| 57 | S & F in repair Vitreous china wash down water closetPan (pedestal Pattern) white colour (excluding fixing bolt, flushing cistern and flush pipe) size 580 x 440mm with integral foot rest connecting flushing cistern and flush pipe complete all as specified and as directed. |
| 58 | S&F in repair seat and cover for pedestal pan white / black closed pattern with flat bottom and cover and MS chromium plated aluminium hinge devic, complete all as specified and as directed. |
| 59 | Demolition of cement concrete (un reinforced)in ground floor and paving n. exc. 15 cm thickness( below or above ground floor). |
| 60 | M & L for cleaning the sunken floor surfaces by wire brushes, brooming, removing dust by dismantling of floor, lime terracing and applying following :- (a) 10 mm thickscreed bedin cement mortar 1:3 complete mixed with water proofing compoundas per manufacturers instructions complete all as specified and directed. (b) Bitumen primer confirming to IS-3384-1965 @ 0.50 Kg Per sqm. (c) Applying a tack coat of hot blown bitumen 85/25 @ 1.2 Kg/Sqm confirming to IS - 702-1998 for water proofing membrane. (d) Applying of polymeric water proofing membrane weight not less than 3 Kg/Sqm over entire are with overlaps and sealed all as specified directed. (e) Again applying a tack coat of hot blown bitumen 85/25 @ 1.2 Kg/Sqm over water proofing membrane. (e) Dusting dry sand @ 0.75 Kg Per Sqm over water proofing membrane. |
| 61 | S&Finrepair factory made SFRCmanhole/draincover (Grade M-25) heavydutycoverslabinrectangular / circular/ squared shaped ofsizeasrequired 80 mmthickinclMS sheet2 mmthickand80 mmwideall aroundthecover, set in cement mortar (1:4) , completespefcifiedanddirectedbyEngr - in - charge. |
