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| 1 | Clearing jungle including uprooting or rank vegetations grass,bush,wood trees and saplings of girth upto 30m asper SI No.-259 |
| 2 | Supply and Laying of Geo textile (sheet) made of 240 gsm woven multifilament polypropylene yarn for filter material underneath pitch in slopes complete.As per Irrigation Dept. S.I. No. 34+41 |
| 3 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications As per MoRTH Spec.2504 Sr no-15 |
| 4 | Carted work in embankment with cartage earth upto 1.00 km. distance, in ordinary soil, excavation to be in the form of regular pits not exceeding 0.50 m. in depth and Earth work in embankment to be in 20 cm. layers, including ramming & dressing the surface to required levels and slopes and also including cost of earth supply of labour, T&P and machinary etc. required for proper completion of the work As per direction of Engineer-In-charge . |
| 5 | Providing and ercting a \" W \" metal beam crash barrier comprisng of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150x75x5 mm spaced 2 m center to center 1.8 m high, 1.1 m below ground/ road level, all steel parts and fitments to be galvanised by hot dip process , all fittings to confirm to IS:1367 and IS:1364 metal beam rail to be fixed on the vertical post with a spacer of channel sction 150x75x5 mm. 330 mm long complete as per clause 810 |
| 6 | Finishing walls with one coat of water proof cement paint of approved quality on previously old treated surface with this paint to give an even shade including supply of all material, labour and tools & plants etc. required for proper completion of the work. As per S.I. No .662 |
| 7 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicon additives of required shade (Two or more coat applied @ 1.43 Ltr/10Sqm over and including base coat of water proofing cement paint applied @ 2.20kg/10sqm.) As per CPWD 13.47.1(Black and White) |
| 8 | Dismentalling, Remmover of existing damadge expention joint and installation of New strip seal joint complete machine, materials and manpower |
| 9 | Sealing of cracks/porous concrete by injection process through nipples/growing complete as per tech. Spec. |
| 10 | Proving and Laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawing and standard spec. to be installed by the manufacture/suppiler or their authorised representative ensuring complaince to the manufacture\"s instructions for installation. |
| 11 | Fabrication and supply and Fixing of mild steel grills as per design including the stair case railing etc with the squre and the round bars, M.S. Angle iron. T-iron, M.S. Flats and directed by the Engineer in charge supply of all steel and its wastage, cutting and drilling holes and welding where necessary including each joints to be perfectly welded jointed including supply of all materials, nuts, bolts,labour,tools and plants etc . and also including special machinay such as drilling of weldeding grinding plants etc. as required for he proper competion of the work and supplying a coat of red led paint over the entires area |
| 12 | Providing and applying two coats of ready mix paint including primer coat of approved brand on steel surface after through cleaning of surface to give an even shade as per drawings and tecnical specification clause 1701. |
| 13 | First class brick work in 1:3 cement and fine sand of 1.25 F.M. mortar in foundation and plinth including supply of all materials , labour and T&P etc. required for proper completion of the work .SI No-306 |
| 14 | First class brick work in 1:4 cement and fine sand of 1.25 F.M. mortar in super structure including supply of all materials , labour and T&P etc. required for proper completion of the work .SI No-307 |
| 15 | 12 mm. thick plaster with cement mortar consisting of 1 part cement and 3 part of approved coarse sand. Minimum thickness not to be less than 10 mm including supply of all materials, labours and T&P etc. required for proper completion of work as per SI No-583 Please Enable Macros to View BoQ information |
