|
| 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 1000 meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications |
| 3 | Dismantling concrete |
| 4 | Cement concrete plain 1:4:8 or 1:5:10 |
| 5 | Cement concrete plain1:2:4 mix |
| 6 | First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth |
| 7 | Floating coat of 1:5mm thick neat cement laid in one operation to the topping |
| 8 | 12.5 mm thick cement plaster 1:3 |
| 9 | Cement rendering on plaster 1mm thick |
| 10 | 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 |
| 11 | Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc. |
| 12 | Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. |
| 13 | 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. |
| 14 | 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 |
| 15 | 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 |
| 16 | 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. |
| 17 | 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. |
| 18 | Depth not exceeding 3 m. BGL |
| 19 | (i) All classes of soil except rocky |
| 20 | For depth exceeding 3.00 m but not exceeding 4.5 B.G.L |
| 21 | (i) All classes of soil except rocky |
| 22 | 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. |
| 23 | 315mm o/d pipe |
| 24 | 110 mm o/d Pipe |
| 25 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification |
| 26 | 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. |
| 27 | R.C.C. pipe with inside H.D.P.E. liningclass- NP-3 |
| 28 | 400mm i/d pipe with inside H.D.P.E.lining |
| 29 | Cement concrete 1:4:8 |
| 30 | With stone aggregate 40mm |
| 31 | Mixing by Manual Means |
| 32 | Cement concrete 1:2:4 |
| 33 | mixing by manual means |
| 34 | Plugging of Manhole with the help of sand filled bags including cost of sand and labour complete Job. |
| 35 | Pumping out water for execution of work. |
| 36 | Repair of house hold water supply connection including cost of material and labour complete Job |
| 37 | 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 |
| 38 | Sewer connection above 300 mm i/d and upto 700 mm i/d |
| 39 | Disilting of manhole including all safety measures, cost of container T & P and disposal of silt upto 5km complete in all respects. |
| 40 | Depth up to 3 Mtr. |
| 41 | Providing & fixing steel Box timbering on faces of trenches if required measuring each surface of trench where shuttering is done up to 4m depth. |
| 42 | Dry brick on edge paving sand grouted over 50mm thick earth and mud plaster |
| 43 | Carriage of Surplus soil (Lead upto 7 Km) (Qty of dismantling & Qty of Sand Filling) |
| 44 | Carriage of Earth,Surkhi, Sand, Earth, Fly Ash, Bajri, Ballast, Stone Boulders, Kankar and Building Rubbish, Earth. |
| 45 | 75 Km |
| 46 | Carriage of bricks(Lead 25km) Please Enable Macros to View BoQ information |
