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| 1 | Demolitionof cement concrete (reinforced) of any description and any position not otherwise specifically provided for and removing debris outside the MD land complete all as specified and directed by Engineer-in-Charge. |
| 2 | Material & labour for providing precast reinforced cement concrete type B-1, 1:2:4 (using 20mm graded stone aggregate) as in cover slabs for drain set in cement mortar (1:4) and thickness 10 mm complete all as specified and directed by Engineer-in-Charge. |
| 3 | Supply & fix TMT bars 10mm diaand 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 0.90mm dia complete all as specified and directed by Engineer-in-Charge. |
| 4 | Supply & fix TMT bars 6 to 8mm dia 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 0.90mm dia complete all as specified and directed by Engineer-in-Charge. |
| 5 | Excavation in trenches not exc. 1.5m wide and not exc. 1.5m in depth for foundation etc or for shafts, wells, cesspits, manholes pier holes etc not exc. 10sqm on plan and not exc 1.5m in depth and getting out in Soft/ loose soil complete all as specified and directed by Engineer-in-Charge. |
| 6 | Excavation in trenches not exc. 1.5m wide and not exc. 1.5m in depth for foundation etc or for shafts, wells, cesspits, manholes pier holes etc not exc. 10sqm on plan and not exc 1.5m in depth and getting out in hard/dense soil complete all as specified and directed by Engineer-in-Charge. |
| 7 | Excavation in trenches not exc. 1.5m wide and exc. 1.5m but n.exc. 3.0 m in depth for foundation etc or for shafts, wells, cesspits, manholes pier holes etc not exc. 10sqm on plan and not exc 1.5m in depth and getting out in hard/dense soil complete all as specified and directed by Engineer-in-Charge. |
| 8 | Returning filling in soil and including spreading leveling watering and well ramming in layers n.exc. 25 cm thick complete all as specified and directed by Engineer-in-Charge. |
| 9 | Removing excavated soil to a distance n.exc. 50 mtr and depositing where directed at a level n.exc. 1.5m above the starting points complete all as specified and directed by Engineer-in-Charge. |
| 10 | Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) set in cement mortar including the pipe inserted in man holes walls etc. for undermentioned drain pipes, including removal of rubbish outside MD land complete all as specified and directed by Engineer-in-Charge offollowing size:-. |
| 11 | 150 mm dia |
| 12 | 200 mm dia |
| 13 | 300 mm dia |
| 14 | Material & labour forproviding cement concrete 1:3:6type C-2 bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested of pipe complete all as specified and directed by Engineer-in-Charge for followingof size. |
| 15 | 150 mm dia |
| 16 | 200 mm dia |
| 17 | 300 mm dia |
| 18 | Material & labour for laying SGSW pipe for 150 mm internal dia pipes of grade \"A\" laid in trenches and jointed complete all as specified and directed by Engineer-in-Charge. |
| 19 | Material & labour for reinforced concrete pipes, 200mm bore, class NP-2 laid and jointed complete with collars complete all as specified and directed by Engineer-in-Charge. |
| 20 | Material & labour for reinforced concrete pipes, 300mm bore, class NP-2 laid and jointed complete with collars complete all as specified and directed by Engineer-in-Charge. |
| 21 | Material & labour for pumping and bailing out sludge and alike components from septic tanks soakage pit and alike and removing the same to out side MD landcomplete all as specified and directed by Engineer-in-Charge. |
| 22 | Material & labour for providing PCC 1:3:6, type C-2 using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete complete all as specified and directed by Engineer-in-Charge. |
| 23 | Demolition of Precast concrete block walling built any in cement mortar complete all as specified and as directed byEngineer-in-Charge. |
| 24 | Material & labour for precast cement concrete block masonary with solid blocks exc 10cm in width Type C1 (1:3:6) (using 20mm graded stone aggregates) and setting in cement mortar 1:6complete all as specified and as directed byEngineer-in-Charge. |
| 25 | Material & labour for cement concete type B-1,1:2:4 mix (using 20 mm grade stone aggregate) as in copings benching includingnecessary form work complete all as specified and directed by Engineer-in-Charge. |
| 26 | Material & labour for rendering 15mm thick in CM 1:4 mixed with water proofing compound on PCC block masonry surfaces finished even and smooth without using extra cement as specified.complete all as specified and directed by Engineer-in-Charge.Note : Supply only WPC will be measured and paid separately |
| 27 | Supply only inetergal water proofing compound complete all as specified and directed by Engineer-in-Charge. |
| 28 | Desilting/desludging/cleaning of man holes of any size n. exc. 1.5 m in depth and removing all blockage from manholes such as plastic pieces soil etc complete all as specified and directed by Engineer-in-Charge. |
| 29 | Desilting/desludging/cleaning of man holes of any sizeexc. 1.5 m but n. exc. 3.0 m in depth and removing all blockage from manholes such as plastic pieces soil etc complete all as specified and directed by Engineer-in-Charge. |
| 30 | Cleaning of drain pipes of 150mm internal dia by means of rodding ie by bamboo sticks or steel rods and removing all the blockage material from pipe line complete all as specified and directed by Engineer-in-Charge |
| 31 | Cleaning of drain pipes of 200mm internal dia by means of rodding ie by bamboo sticks or steel rods and removing all the blockage material from pipe line complete all as specified and directed by Engineer-in-Charge |
| 32 | Cleaning of drain pipes of 300mm internal dia by means of rodding ie by bamboo sticks or steel rods and removing all the blockage material from pipe line complete all as specified and directed by Engineer-in-Charge |
| 33 | Removing blockage of soil/waste pipe of any dia and cleaning the lines in between following with water complete all as specified and directed by Engineer-in-Charge for followingof size. |
| 34 | Floor/Nahani trap to Gully trap and upto first man-hole |
| 35 | WC to first manhole (Note :- Rate quoted for item No 27.01 and 27.02 deemed to includes cleaning/removing of blockage of first manhole and taking out sludge from outside MD Land. |
| 36 | Taking down CI/PVC/AC pipes (including all fittings) with spigot and socket ends and lead joints including burning out joints of 100/75 mm dia pipe complete all as specified and directed by Engineer-in-Charge. |
| 37 | Supply & fix PVC (SWR) pipes 110 mm dia single socketed, in any length with rubber ring joints sealed with approved adhesive and fixed on wall or in floorcomplete all as specified and directed by Engineer-in-Charge fixed to walls with brackets. |
| 38 | Supply & fix PVC (SWR) pipes 75 mm dia single socketed, in any length with rubber ring joints sealed with approved adhesive and fixed on wall or in floorcomplete all as specified and directed by Engineer-in-Charge fixed to walls with brackets. |
| 39 | Supply & fix PVC (SWR) bends/shoes any radius of 110 mm diacomplete all as specified and directed by Engineer-in-Charge. |
| 40 | Supply & fix PVC (SWR) bends any radius of 75 mm diacomplete all as specified and directed by Engineer-in-Charge. |
| 41 | Supply & fix PVC (SWR) bends any radius provided with access door of 110mm diacomplete all as specified and directed by Engineer-in-Charge. |
| 42 | Supply & fix PVC (SWR) bends any radius provided with access door of 75mm diacomplete all as specified and directed by Engineer-in-Charge. |
| 43 | Supply & fix PVC (SWR) branch pieces single (equal or un equal) ordinary or inverted (spigot or socket type) or with parralled branches of 110 mm dia with access door complete all as specified and directed by Engineer-in-Charge. |
| 44 | Supply & fix PVC (SWR) branch pieces single (equal or un equal) ordinary or inverted (spigot or socket type) or with parralled branches of 75 mm dia with access door complete all as specified and directed by Engineer-in-Charge. |
| 45 | Supply & fix PVC (SWR) vent cowl of 75 mm diacomplete all as specified and directed by Engineer-in-Charge. |
| 46 | Supply & fix PVC (SWR) vent cowl of 110 mm diacomplete all as specified and directed by Engineer-in-Charge. |
| 47 | Supply & fix PVC (SWR) single T equal or unequal of size 110 mm borecomplete all as specified and directed by Engineer-in-Charge. |
| 48 | Supply & fix grating doom 100 mm dia of PTMT minimum weight 25 gmscomplete all as specified and directed by Engineer-in-Charge. |
| 49 | Supply & fixin repairs water closet white vitreous china orissal pattern of size 580x440mm with integral foot rest \"P\" or \"S\" trap, front or back inlet including provision of PCC bedding type B1 1:2:4 (using 20 mm graded stone aggregate) and connecting pipes (excluding flushing cistern but including flushing pipe 32 mm dia MS chromium plated) (rate also include for taking off unhygienic of WC)etc complete all as specified and directed by Engineer-in-Charge. |
| 50 | Supply & fix in repairs vitreous china wash down water closet pan (pedestal pattern), white (exluding fixing bolts,flushing cistren and flushpipe) and including white coloured plastic seat cover CP brass jet nozzle with 600 long PVC pipe complete all as specified and directed by Engineer-in-Charge. |
| 51 | Supply & fix in repairs vitreous china wash down water closet pan (semi-pedestal pattern) white (excluding, flushing cistern and flush pipe) complete connected to p trap complete, including supply and fixing of seat cover complete all as specified and directed by Engr-in-Charge. |
| 52 | Material & labour for in repair health faucet (ABS Body) mild steel chromium plated suitable for 15 mm dia pipe with 1.25 metre long flexible tube and ABS wall hook including makingconnections and fixed in position complete in all respect complete all as specified and directed by Engr-in-Charge. |
| 53 | Supply & fix in repairs two way angle cock 15 mm chromium plate screw down screwed for iron pipe of brass ferrule etc complete all as specified and directed by Engineer-in-Charge. |
| 54 | Supply & fix in repairs PVC low level valveless, symphonic action type flushing cistern of 10 ltr capacity, low level, white, with inlet, ball valve, flaot and handle including brackets and PVC connecting with CP brass nuts on both sides complete all as specified and directed by Engineer-in-Charge. |
| 55 | Supply & fix in repairs angle cock 15 mm chromium plate screw down screwed for iron pipe of brass ferrule etc complete all as specified and directed by Engineer-in-Charge. |
| 56 | Supply & fix vitreous china urinals, bowl type (back or corner wall type),of size 465x355x265 mm complete including providing and fixing plugs, bedding urinal against wall in cement mortar 1:2, securing urinal to plugs with and including 60mm long brass screws, pointing around urinal back in cement; fixing automatic flushing cistern with brackets, flush pipe, grating and Union for discharge pipe complete all as specified and directed by Engineer-in-Charge. (Exclusive of fixing supply pipe to flushing cistern, trap and waste pipe) |
| 57 | Supply & fix urinal spreader of PTMT any colour for fixing with 15 mm dia pipe. (Minimum weight 60gms) complete all as specified and directed by Engineer-in-Charge. |
| 58 | Demolition of cement concrete unreinforced in ground floors and pavings n.exc 15cm thick (below or above ground level) complete all as specified and directed by Engineer-in-Charge. |
| 59 | Material & labour for 40 mm thick cement concrete type B-0, 1:2:4using 12.5mm graded stone aggregate insub base of floors etc complete all as specified and directed by Engineer-in-Charge. |
| 60 | Material and labour for providing cement concrete, type B2, (1:2:4), (using 20mm graded stone aggregate) as in surface channel and draincomplete all as specified and as directed byEngineer-in-Charge. |
| 61 | Material and labour for formwork rough finished surfaces of concrete of offits of suspended slabs such as roof slabs, for culverts and similr work complete all as specified and directed by Engineer-in-Charge. |
| 62 | Material & labour for reinforcement cement concrete 1:2:4 nominal mix as in slab supported on wall beams as in culvert slabs and the like complete all as specified and directed by Engineer-in-Charge. |
| 63 | Material & labour for mild steel TMT bars 5mm dia and over upto and incl 10 mm dia as in stirrups spacers and binder, 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 clipsetc complete all as specified and directed by Engineer-in-Charge. |
| 64 | Taking down cement plaster any description on brick , block or stone walls etc including raking down joints hacking for key secrubing down with water etc any description etc complete all as specified and directed by Engineer-in-Charge. |
| 65 | Taking out soil settled in bed of drains by means of excavation including removing grass small bushes shrubs etc and removing the excavated materials to a distance exc 50 m but n exc 100 m and desposited were complete all as specified and directed by Engineer-in-Charge. |
| 66 | Material & labour for surface dressing n exc 15cm deep in soft/loose soil including cleaning away all grass vegetation, saplings, shrubs, brushwood, undergrowth, roots and trees n exc 30 cm girth and removing rubbish upto a distance of 50m outside the periphery of the area complete all as specified and directed by Engineer-in-Charge. |
| 67 | 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 as required for pipe 100 mm bore complete all as specified and directed by Engineer-in-Charge. |
| 68 | Dismantling floor hearth or wall tiling including cement mortar bedding (but not backing) removing serviceable tiles to store and rubbish off the premises complete all as specified and directed by Engineer-in-Charge. |
| 69 | Material & labour for non skid ceramic coloured tiles 7 to 8mm thick (sqaure/rectangular) area of each tiles exc. 0.06Sqm but n.exc. 0.11Sqm as per IS - 13755 in floor, set and jointed in neat cement slurry and pointed in coloured cement to match over and including screed bed 15mm thick in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge. |
| 70 | Material & labour for glazed ceramic coloured tiles as per IS-13753 in vertical surfaces such as in skirting and dados 300x200x7mm thick set and jointed in neat cement slurry and pointed in white or coloured cement to match laid over and including 10 mm thick in CM 1:4 on fair faces of brick work or concrete surfaces as backing coat complete all as specified and directed by Engineer in Charge. |
