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| 1 | Cleaning of Sewage sumps, Filter Chamber, etc by removing accumulated sludge, silt and waste materials including sludge water and removing to a distance out of MOD land and depositing at a approved yard fixed by Defence/Local state authority with closed sewage containers complete all as specified and as directed by Engineer-In-Charge. NOTE : Measurment will be as measured at site i,e volume as calculated with actual dimensions before cleaning and after cleaning of sludge/solid materials as available (Pumping/ removal of floating materials as required and work in foul places is included).The rates are deemed to be included for neccessary safety equipments, tools and plants, all as specified and directed NOTE : Rates quoted be deemed inclusive of closing drain/pipe/manholes with gunny bags etc to stop incoming sewage during cleaning. |
| 2 | Cleaning of Sewage manholes depth of manholes upto 1.50 Mtr depth etc by removing accumulated sludge, silt and waste material including sludge water and removing to a distance out side of MOD land and depositing at a approved yard fixed by Defence/Local state authority with closed sewage containers by manually (Pumping/ removal of floating materials as required and work in foul places is included).The rates are deemed to be included for neccessary safety equipments , tools and plants, complete all as specified and as directed by Engineer-In-Charge. NOTE : Measurment will be as measured at site .The rates are deemed to be included for neccessary safety equipments, tools and plants, all as specified and directed NOTE : Rates quoted be deemed inclusive of closing drain/pipe/manholes with gunny bags etc to stop incoming sewage during cleaning. |
| 3 | Description all as per item No 2 above but depth of manholes exc 1.50 mtr and n.exc 3.00 mtr complete all as specified and as directed by Engineer-In-Charge. |
| 4 | Description all as per item No above but depth of manholes exc 3.00 mtr and n.exc 4.50 mtr complete all as specified and as directed by Engineer-In-Charge.. |
| 5 | Cleaning of Choked Sewage lines of 100 mm bore SGSW/RCC drain pipe manually or mechanically necessary tools/auger/jetting machine etc as essential and taking out accumulated sludge and all foreign material from adjoining manhole complete including pumping/ removal of floating materials as required and work in foul places etc.The rates are deemed to be included for neccessary safety equipments, tools and plants, cutting of shrubs if required for cleaning and removing the shrubs and sludge to a distance outside of MOD land and depositing at a approved yard fixed by Defence/Local state authority with closed sewage containers complete all as specified and as directed by Engineer-In-Charge. |
| 6 | Description all as per item No 5 here in before but using 150mm bore of pipe SGSW/RCC drain pipe complete all as specified and as directed by Engineer-In-Charge. |
| 7 | Description all as per item No 5 here in before but using 200/300 mm bore of pipe SGSW/RCC drain pipe complete all as specified and as directed by Engineer-In-Charge. |
| 8 | Description all as per item No 5 here in before but using 450 mm bore of pipe SGSW/RCC drain pipe complete all as specified and as directed by Engineer-In-Charge. |
| 9 | Cleaning of PVC/CI sewer/sludge pipe from floor trap,PVC bend to gully trap/manholes in ground floor complete all as specified and as directed by Engineer-In-Charge. |
| 10 | Cleaning of PVC/CI sewer/sludge pipe from floor trap,PVC bend to gully trap/manholes of first floor complete all as specified and as directed by Engineer-In-Charge. |
| 11 | Cleaning of PVC/CI sewer/sludge pipe from floor trap,PVC bend to gully trap/manholes of second floor complete all as specified and as directed by Engineer-In-Charge. |
| 12 | Clearing blockage of WC and cleaning of Blockage in sewage line upto 1 st Manhole to the entire satisfaction of the Engineer in charge complete all as specified and as directed by Engineer-In-Charge. |
| 13 | Excavation in trenches n.exc 1.5 m wide & n.exc 1.5 m depth for foundations, sewage lines etc and n.exc 10 Sqm on plan for manholes and getting out in soft/loose soil complete all as specified and as directed by Engineer-In-Charge. |
| 14 | Excavation in trenches n.exc 1.5 m wide & exc 1.5 m but n. exc 3.00 depth for foundations, sewage lines etc and n.exc 10 Sqm on plan for manholes and getting out in hard/dense soil complete all as specified and as directed by Engineer-In-Charge. |
| 15 | Excavation in trenches n.exc 1.5 m wide & exc 3.00 m but n.exc 4.50mdepth for foundations, sewage lines etc and n.exc 10 Sqm on plan for manholes and getting out in hard/dense soil complete all as specified and as directed by Engineer-In-Charge. |
| 16 | Returning, filling in, including, spreading, leveling, watering and well ramming in layers not exc. 25 cm depth as in any type of soil complete all as specified and as directed by Engineer-In-Charge. |
| 17 | Removing excavated materials to a distance not exceeding 50 m and depositing at a level not exceeding 1.5 m from starting point complete all as specified and as directed by Engineer-In-Charge. |
| 18 | Demolition and breaking up any sewage drain pipe not exceeding 150mm bore dia set in cement mortar including haunching complete all as specified and as directed by Engineer-In-Charge. |
| 19 | All as per above item No 18 here-in-before but for pipe exc. 300mm dia complete all as specified and as directed by Engineer-In-Charge. |
| 20 | All as per above item No 18 here-in-before but for pipe exc. 450mm dia complete all as specified and as directed by Engineer-In-Charge. |
| 21 | M&L for Concrete bed to 150 mm bore drain pipes in PCC 1:3:6 type C-2 (using 40 mm graded stone aggregates) pipes 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.NOTE :- Pipe shall be measured and paid separately).as in repairs. |
| 22 | All as per item No 21 here-in-before but for pipe 300mm dia complete all as specified and as directed by Engineer-In-Charge. |
| 23 | All as per item No 21 here-in-before but for pipe 450mm dia complete all as specified and as directed by Engineer-In-Charge. |
| 24 | M&L for RCC NP-2 drain pipe 150 mm internal dia, grade ‘A’ laid in trenches and Collar/push joint complete all as specified and as directed by Engineer-In-Charge. |
| 25 | M &L for RCC pipes Class NP-2 of size 300mm internal dia, laid in trenches and jointed with collar/push joint complete all as specified and as directed by Engineer-In-Charge. |
| 26 | M &L for RCC pipes Class NP-2 of size 450mm internal dia, laid in trenches and jointed with collar/push joint complete all as specified and as directed by Engineer-In-Charge. |
| 27 | Cutting into existing main holes for cutting new drains making good to pipe (200 mm) 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 B1 smooth finished and reforming benching as required complete all as specified and as directed by Engineer-In-Charge. |
| 28 | Demolition of brick work/stone masonry built in cement mortar of any description complete all as specified and as directed by Engineer-In-Charge. |
| 29 | M&L brickwork with old size flyash bricks straight or curved on plan exc 6 m mean radius built in CM 1:6 complete all as specified and as directed by Engineer-In-Charge. |
| 30 | S & Fixed in repair Salt-glazed stoneware gully traps, square or round mouthed, tvpe 'P' size of gully trap is 150x100 mm complete all as specified and as directed by Engineer-In-Charge. |
| 31 | M&L PCC 1:2:4 type B-1 (using 20mm graded stone aggegate) as in copinges, plinth band, parepetes, ralinges upto 60 cm in height etc complete including necessary form work complete all as specified and as directed by Engineer-In-Charge. |
| 32 | M&L for PCC type B2 (1:2:4) using 40 mm graded stone aggregate) as Surface channels and drain complete all as specified and as directed by Engineer-In-Charge. |
| 33 | M &L Brushing neat cement slurry with 3.0kg of cement per sq. metre complete all as specified and as directed by Engineer-In-Charge. |
| 34 | Taking down cement plaster on brick, stone or concrete surface including racking out joints hacking for key scrubbing down with water to receive plaster including removal of rubbish, etc complete all as specified and as directed by Engineer-In-Charge. |
| 35 | M&L for Rendering in cement mortar 1:4, 15mm thick on brick walls or concrete finished even and smooth, (withusing extra cement) as internal surfaces of manholes complete all as specified and as directed by Engineer-In-Charge. |
| 36 | M&L for Rendering in cement mortar 1:4, 15mm thick on brick walls or concrete as external surfaces of manholes complete all as specified and as directed by Engineer-In-Charge. |
| 37 | S&F in repairs PVC (SWR) pipes 110mm bore confirming to IS-13592-1992 type 'B' single socketed, in any length with rubber ring joints ,laid in trenches or in floors complete all as specified and as directed by Engineer-In-Charge. |
| 38 | S&F in repairs PVC (SWR) pipes 75mm bore confirming to IS-13592-1992 type 'B' single socketed, in any length with rubber ring joints ,laid in trenches or in floors complete all as specified and as directed by Engineer-In-Charge. |
| 39 | S&F in repairs PVC (SWR) bend any radius, 110 mm dia with access door complete all as specified and as directed by Engineer-In-Charge. |
| 40 | S&F in repairs PVC (SWR) bend any radius 75mm dia complete all as specified and as directed by Engineer-In-Charge. |
| 41 | S&F in repairs, PVC (SWR) branch pipe, 110mm dia single (single ‘Y’) equal or un equal with access door complete all as specified and as directed by Engineer-In-Charge. |
| 42 | S&F in repairs 110 mm dia PVC (SWR) junction single (T-Junction) equal or un equal with access door complete all as specified and as directed by Engineer-In-Charge. |
| 43 | Demolition of RCC of any description and in any position not otherwise specifically provided complete all as specified and as directed by Engineer-In-Charge. |
| 44 | M&L for precast RCC 1:2:4 type B1 using 20mm graded stone aggregate in cover slabs including necessary form work etc for manholes covers set in CM 1:4 (reinforcement measured seperately) complete all as specified and as directed by Engineer-In-Charge. |
| 45 | M&L for TMT bars 6 to 8mm dia and over cut to length bent to shape required including bending and binding with and including MS wire annealed not less than 0.9mm dia complete all as specified and as directed by Engineer-In-Charge. |
| 46 | Demolition of Stone slabs and tiles of any description or thickness in floors, aprons etc complete all as specified and as directed by Engineer-In-Charge. |
| 47 | M & L Non skid coloured ceramic tiles 7-8mm thick area of each tiles exceeding .06 Sqm but not exceeding .11 Sqm, in floors etc. set and jointed in neat cement slurry mixed with water proofing liquid compound and pointed in white or coloured grouting chemical to match , over 15mm thick screed bed in CM 1:6 complete all as specified and as directed by Engineer-In-Charge. |
| 48 | S&F in repairs Vitreous China wash down water closet pan (pedestal pattern), white (excluding fixing bolts, flushing cistern and flush pipe) complete all as specified and as directed by Engineer-In-Charge. |
| 49 | S & F Vitreous China Squatting Pan ‘ORISSA’ Pattern, size 580X440 mm White, with , Integral Foot Rest, providing Joints between Flush Pipe and Socket of WC Pan (excluding Flushing Cistern and Flush Pipe), and connected Items, complete all as specified and as directed by Engineer-In-Charge.. |
| 50 | S&F 10 litre capacity low level PVC flushing cistern (white), syphonic action type, with inlet, ball valve, float, handle, fixed with cast iron bracket (of suitable size) and providing 32 mm dia PVC flush pipe and making all necessary connections complete all as specified and as directed by Engineer-In-Charge. |
| 51 | Supply and fix in repair 75 mm bore PVC (SWR) plain floor trap with CP grating complete all as specified and as directed by Engineer-In-Charge. Please Enable Macros to View BoQ information |
