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| 1 | Taking out existing CC interlocking paver blocks from footpath/ central verge/pavement,including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separatelyand stacking of serviceable material within 50metre lead as per direction ofEngineer-in-Charge. |
| 2 | Lime concrete, cement concrete of 1:6:12 or leaner mix |
| 3 | Excavation of trenches in a Streets, Lanes or in Open Area for Storm Sewers and Manholes to Full Depths as Shown in Drawings, excluding Shoring, Timbering of Poling Board Frame System Type, dressing to correct sections and dewatering, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines and gas lines, night signals, profiles, pegs, Sight rails, boning rods, crossing over trenches for access to the houses, watching, fencing etc., fixing and maintenance of caution boards, refilling trenches, watering of refill in 15 cm layers, ramming and restoration of surface to original conditions and removal of Surplus Spoil from the Site of Works, for all works other than connections to Ventilating Shafts.upto a Lead of 15 mtrFor depth exceeding 3 ms but not exceeding 4.5 ms below natural ground level.Providing and fixing timbering on face of trenches if required for sewers and manholes for item 29.4 and 29.5 irrespective of the depth, measuring each timbered surfaces of trench on which timbering is doneType-I Simple form of timberingFor trench heavy width up to 1 mtr |
| 4 | Providing, laying in trenches to correctgradient and alignment and jointing of UPVCpipes having ISI specification IS:15328-2003class-SN-8 marked make Supreme, Finolex,Kissan, Jain, Prince or equivalent good onthem and laying the same in trenches to correct alignment and gradients, cutting andjointing, testing for water tightness andmaking good the leakages and defectsincluding cost of specials (Specials and Solventshould be of same make as that of pipes)complete in all respects. 315mm o/d pipe |
| 5 | Constructing brick masonry manhole in cement mortar 1:5 (1 cement : 5 coarse sand) R.C.C. top slab 20cm thick using M-20 mix by using mixer and vibrator, TMT Fe500 @ 80.00 kg/per cum, foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making 40mm thick benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), finished with a floating coat of neat cement, Orange coloured PVC steps including RCC cover with frame complete as per standard design complete in all respects.Inside size 120x180 cm and 120 cm deep |
| 6 | Extra payable for every 0.30 m additional depth of manhole chamber in item 29.56 upto 1.80 m increase in depth inside size 120x180 cm |
| 7 | Extra for making connections of all sizes newly laid sewers within benching of fully charged sewers including pluging of sewer, dewatering & desilting of manholes etc. complete in all respects.With existing sewer above 300 mm i/d upto 700 mm i/d |
| 8 | Making connection of newly laid sewer in walls of existing manhole of fully charge sewer including cost of pluging sewer, desilting, removal of sullage water and making good of khuddaSewer connection above 300 mm i/d and upto 700 mm i/d |
| 9 | LOADING AND UNLOADING By Mechanical Means stone(buildingorpitching)Sand, Earth, FlyAsh, Bajri, Shingle, Spalls, Brickbats, Brickballast and Stone metal |
| 10 | LOADING AND UNLOADING By Manual Means stone(buildingorpitching)Sand, Earth, FlyAsh, Bajri, Shingle, Spalls, Brickbats, Brickballast and Stone metal |
| 11 | Earth,Surkhi, Sand, Earth, Fly Ash, Bajri,Ballast, Stoneboulders, Kankar andbuildingrubbish, Earth. 5.0 km Please Enable Macros to View BoQ information |
