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| 1 | Earth work in oridinary soil within 50m, initial lead and 1.5m, initial lift including rought dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer-in-charge. |
| 2 | Filling in foundation and plinth with sand well watered and rammed including cost of all materials. |
| 3 | Cement concrete (1:3:6) with 4cm size hard granite metal per one cum. |
| 4 | RCC work M-20 grade with 20mm and down grade black hard granite CB stone chips including hoisting and laying. |
| 5 | Rigid and smooth centering and shuttering for RCC works including false work. Etc.. complete.Column Base |
| 6 | Column Foundation |
| 7 | Column Super Structure |
| 8 | Plinth |
| 9 | Lintel |
| 10 | Fin Slab |
| 11 | Supplying, fitting and placing uncoated of SAIL TMT BAR reinforcement complete as per drawing and specification. |
| 12 | Fly Ash Brick (23x11x8cm) size having crushing strength not less than 75kg/cm2 with cement mortar (1:6) in foundation and plinth per cum.Fast Footing |
| 13 | Super Structure |
| 14 | 12mm thick plaster (1:6) for brick work. |
| 15 | 12mm thick plaster (1:4) for brick work. |
| 16 | Providing fixing tiles in floors of size 600x600 mm of approved make conforming to IS: 13755 laid on 20 mm thick cement mortar 1:4 (1 cement: 4 course sand) and filling joints with white cement of approved quality including cost of all materials, labour T and P etc required for |
| 17 | Fixing tiles in dados skirting and risers of steps on 12mm thick CP (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the tiles including cost, carriage, cost of all labour etc. complete. |
| 18 | Priming one coat to wallsurafce using water bound cement primerincluding cost, conveyance all materilas. labour |
| 19 | Plastic emulsion paint two coats of approved shade on new work. |
| 20 | Painting Two coat with weather seal paint including cost, conveyance allmaterilas, labour and T and P etc complete. |
| 21 | Rolling Shutter Door for the Shop |
| 22 | For Electrification |
| 23 | Earth work in oridinary soil within 50m, initial lead and 1.5m, initial lift including rought dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer-in-charge. |
| 24 | Filling in foundation and plinth with sand well watered and rammed including cost of all materials. |
| 25 | Cement concrete (1:3:6) with 4cm size hard granite metal per one cum. |
| 26 | RCC work M-20 grade with 20mm and down grade black hard granite CB stone chips including hoisting and laying. |
| 27 | Rigid and smooth centering and shuttering for RCC works including false work. Etc.. complete.Column Base |
| 28 | Column Foundation |
| 29 | Column Super Structure |
| 30 | Plinth |
| 31 | Supplying, fitting and placing uncoated of SAIL TMT BAR reinforcement complete as per drawing and specification. |
| 32 | Fly Ash Brick (23x11x8cm) size having crushing strength not less than 75kg/cm2 with cement mortar (1:6) in foundation and plinth Second Footing |
| 33 | Super Structure |
| 34 | 12mm thick plaster (1:6) for brick work. |
| 35 | Providing and fixing of wall panelling made out of Aluminium section B9835 as Horizontal and vertical member placed @ 600mm c/c covered with 9mm thick BWR ply and 3mm thick ACP (wooden finish of Timex bond) and applied with approved jointing materials (Silicon) with cost of all materials, labours T and P etc. complete excluding GST. |
| 36 | Supplying of M.S. Door, Window with grills, Grills made out of M.S. Angle frame, M.S. Flat, Sheet etc of approved section and design, electrically welded properly with all necessary locking arrangement, and 1 coat red oxide primer including cost of all materials, labour charges, carriage of materials to site etc. complete.Beam |
| 37 | Labour for fitting and fixing of M.S. Gates as per approved design including cost of all materials complete |
| 38 | For Necessary Electrification |
| 39 | For Signage of the Auditorium |
| 40 | Earth work in oridinary soil within 50m, initial lead and 1.5m, initial lift including rought dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer-in-charge. |
| 41 | Filling in foundation and plinth with sand well watered and rammed including cost of all materials. |
| 42 | Cement concrete (1:3:6) with 4cm size hard granite metal per one cum. |
| 43 | RCC work M-20 grade with 20mm and down grade black hard granite CB stone chips including hoisting and laying. |
| 44 | Rigid and smooth centering and shuttering for RCC works including false work. Etc.. complete. |
| 45 | Supplying, fitting and placing uncoated of SAIL TMT BAR reinforcement complete as per drawing and specification. |
| 46 | Cement concrete (1:3:6) with 4cm size hard granite metal per one cum. |
| 47 | Labour for laying sub-base in layers not exceeding 100mm, watering and compacting to the required density in O.M.C with PRR but excluding cost and conveyance of sub-base materials. |
| 48 | Cost of dust |
| 49 | Supplying and fixing of 80mm thick cement concrete interlocking paver block of M-40 grade of approved make, design, colour and size made by Block making machine with proper compaction laid in required pattern etc., complete in all respect conforming to IRC SP-63:2018. Please Enable Macros to View BoQ information |
