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| 1 | Excavation of trenches in 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 of 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 m for all works other than connections to complete in all respectsb. For depth not exceeding 2 metres but not exceeding 3 metres below natural ground LevelAll classes of soil except rocky |
| 2 | 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-II poling board frame type timbering for trench having width above 1 metere and upto 2.0 m |
| 3 | Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marked as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc.R.C.C. Pipe NP -2300mm i/d pipe |
| 4 | 400mm i/d pipe |
| 5 | 450mm i/d pipe |
| 6 | 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 ( 1cement : 2coarse 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 90x150 cm and 120 cm deep |
| 7 | Extra payable for every 0.30 m additional depth of manhole chamber in item 29.56upto 1.80 m increase in depth Inside size 90X150 cm |
| 8 | Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below), including dressing of beds and sides of chambers to exact profiles, 15cm thick C.C 1:6:12 in foundation, first class brick work laid in cement sand mortar 1:5, 40mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12.50mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1mm thick left absolutely smooth polished and correct to template including cost of precasted RCC road gully grating and frame including paint with coal tar (as specified in item No. 29.49) complete and to the requirement of the Engineer-In-Charge.Double Road Gully ChamberSize 1448mm x 457mm x 1105mm |
| 9 | Extra for filling earth in 15 cm layers and compaction For item no 29.1 to 29.2 & 29.4 to 29.5 |
| 10 | Providing, laying in trenches to correct gradient and alignment and jointing of UPVC pipes having ISI specification IS:15328-2003 class-SN-8 marked make Supreme, Finolex, Kissan, Jain, Prince or equivalent good on them and laying the same in trenches to correct alignment and gradients, cutting and jointing, testing for water tightness and making good the leakages and defects including cost of specials (Specials and Solvent should be of same make as that of pipes) complete in all respects.200mm o/d pipe |
| 11 | Compacting original ground below Embankment- Loosening, leveling and compacting original ground below embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction as per technical clause 305 of MORT&H specifications |
| 12 | Taking out existing CC interlocking paver blocks from footpath/central verge/pavement, including removal of rubbish etc disposal of unservicable material to the dumping ground, for which pament shall be made seperately and shacking of servicable material within 50 metre lead as per direction of Engineer in charge |
| 13 | FLOORING & DADOSProviding and laying 60 mm thick factory made cement concrete interlocking paver block of M-35 grade machine made rubber moulded smooth finish with strong vibration process or with vibro-hydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc., all complete as per directions of Engineer-in-charge IS Code 15658(2006) for Non traffic Areas and streets having width less than 3.05 mt.( Also not to used over footpaths). |
| 14 | Earth work excavation in ordinary soil, exclusive of compensation of earth:-Kassi work undressed involving an average horizontal throw up to 2.0 metres and an average vertical lift up to 0.5 metres including breaking of clods |
| 15 | Cement concrete 1:8:16with stone aggregates 40mm gaugemixing by mechanical means using concrete mixer volumentric type |
| 16 | Road crossing trencheless |
| 17 | Relaying of Old Tiles |
| 18 | GST 5.35% Please Enable Macros to View BoQ information |
