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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 concrete |
| 4 | Cement concrete plain 1:4:8 or 1:5:10 |
| 5 | Cement concrete plain1:2:4 mix |
| 6 | Dismanlting and Relaying of 60mm thick CC interloking 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. |
| 7 | First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth |
| 8 | Floating coat of 1:5mm thick neat cement laid in one operation to the topping |
| 9 | 12.5 mm thick cement plaster 1:3 |
| 10 | Cement rendering on plaster 1mm thick |
| 11 | Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth |
| 12 | Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc. |
| 13 | Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. |
| 14 | Foot Rest for Manhole. Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design. |
| 15 | Providing & fixing 560 mm, 500 mm and 450 mm internal diametre circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS:12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines over manholes including cement concrete copping (M:20) around the frame etc. Dia of steel for lifting hook is 16mm. (for EHD and HD). RCC Man hole cover with Frame 560mm i/d RCC man hole cover withframe as per ISI Heavy duty |
| 16 | Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete |
| 17 | Excavation manually in trenches with straight or open cutting in a builtup street/Lanes having wall to wall width upto 3 meter for sewer and manholes to full depth as shown in drawings including shoring, dressing to correct sections and dewatering of rain water, 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 roads, fixing and maintenance of caution boards, fencing, refilling trenches, watering, dressing and restoration of surface to original level and removal of surplus spoils from the site of works upto 15 mtr., for all works other than connections to complete in all respects. |
| 18 | For depth not exceeding 2 m. below Ground level |
| 19 | (i) All classes of soil except rocky |
| 20 | 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 complete in all respects. |
| 21 | 250mm o/d pipe |
| 22 | 110 mm o/d Pipe |
| 23 | Supplying of Tibba Sand |
| 24 | Raising of manhole Covers including cost of material and labour complete Job. |
| 25 | Cement concrete 1:4:8 |
| 26 | With stone aggregate 40mm |
| 27 | Mixing by Manual Means |
| 28 | Cement concrete 1:2:4 |
| 29 | mixing by manual means |
| 30 | Plugging of Manhole with the help of sand filled bags including cost of sand and labour complete Job. |
| 31 | Pumping out water for execution of work. |
| 32 | Repair of house hold water supply connection including cost of material and labour complete Job |
| 33 | Repair of house hold Sewer connection including cost of material and labour complete Job |
| 34 | 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 |
| 35 | Sewer connections upto 300 mm id |
| 36 | Disilting of manhole including all safety measures, cost of container T & P and disposal of silt upto 5km complete in all respects. |
| 37 | Depth up to 3 Mtr. |
| 38 | Dry brick on edge paving sand grouted over 50mm thick earth and mud plaster |
| 39 | Carriage of Surplus soil (Lead upto 7 Km)(Qty of dismantling &Qty of Sand Filling) |
| 40 | Carriage of Earth,Surkhi, Sand, Earth, Fly Ash, Bajri, Ballast, Stone Boulders, Kankar and Building Rubbish, Earth. |
| 41 | 75 Km |
| 42 | Carriage of bricks(Lead 25km) Please Enable Macros to View BoQ information |
