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| 1 | Dismantling of Flexible Pavements (By Mechanical Means) |
| 2 | Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000mtr. |
| 3 | Dismantling and relaying Kerb Channels complete in all respects. |
| 4 | Dismantling concrete |
| 5 | Cement concrete plain 1:4:8 or 1:5:10 |
| 6 | Cement concrete plain1:2:4 mix |
| 7 | Dismanlting and Relaying of 60mm thick CC interlocking paver bolcks of M-35 including concerte base and relaying of same over 50mm thick sand laid over 100 mm thick base coures CC 1:816 complete in all respects including sand grouting etc. |
| 8 | Excavation in trenches with straight or open cutting in streets, lanes or in open area with 3D/JCB or excavator including manually dressing bed, trimming sides and side slopes for sewers and manholes to full depths as shown in drawings,including, 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 etc. night signals, profiles, pegs, sight rails, boning rods, watching, etc., fixing and maintenance of caution boards, fencing, refilling trenches, watering, ramming and restoration of surface to original level and removal of surplus spoil from the site of works, upto one chain (15m) complete in all respects. |
| 9 | For depth not exceeding 3 m. below Ground level |
| 10 | (i) All classes of soil except rocky |
| 11 | Providing, lowering in trenches to correct gradient and allignments, jointing with tytone rubber joint and cutting of RCC S/S pipes having inside HDPE. lining ISI marekd as per ISI 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 to ensure this, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer incharge including all cartage etccopmplete in all respects. |
| 12 | R.C.C. pipe with inside H.D.P.E. liningclass- NP-3 |
| 13 | 450mm i/d pipe with inside H.D.P.E.lining |
| 14 | 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) |
| 15 | Inside size 90x150 cm and 120 cm deep |
| 16 | Extra payable for every 0.30 m additional depth of manhole chamber in item 29.55 upto 1.80 m increase in depth. |
| 17 | Inside size 90x150 cm and 120 cm deep |
| 18 | Raising of manhole Covers including cost of material and labour complete Job. |
| 19 | 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 marekd 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. |
| 20 | R.C.C. Pipe NP -3 |
| 21 | 300 mm i/d Pipe |
| 22 | Cement concrete 1:4:8 |
| 23 | With stone aggregate 40mm |
| 24 | Mixing by Manual Means |
| 25 | Cement concrete 1:2:4 |
| 26 | mixing by manual means |
| 27 | Plugging of Manhole with the help of sand filled bags including cost of sand and labour complete Job. |
| 28 | Pumping out water for execution of work. |
| 29 | Repair of Manhole of size 5\" x 3\" complete in all respects |
| 30 | Disilting of manhole including all safety measures, cost of container T & P and disposal of silt upto 5km complete in all respects. |
| 31 | Depth up to 3 Mtr. |
| 32 | 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 khudda |
| 33 | Sewer connections upto 300 mm id |
| 34 | Dry brick on edge paving sand grouted over 50mm thick earth and mud plaster |
| 35 | Providing & fixing steel Box timbering on faces of trenches if required measuring each surface of trench where shuttering is done up to 4m depth. |
| 36 | Carriage of Surplus soil (Lead upto 7 Km) |
| 37 | Carriage of Earth,Surkhi, Sand, Earth, Fly Ash, Bajri, Ballast, Stone Boulders, Kankar and Building Rubbish, Earth. |
| 38 | 75 Km |
| 39 | Carriage of bricks (Lead 25km) Please Enable Macros to View BoQ information |
