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| 1 | Demolishing cement concrete manually/by mechanical meansincluding disposal of material within 50 meters lead as per directionof Engineer-in-charge. 1:3:6 or richer mix |
| 2 | Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed. All kinds of soil |
| 3 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gatesand similar works |
| 4 | Supplying and filling in plinth under floors including,watering, ramming consolidating and dressing complete. Crusher stone dust |
| 5 | Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate |
| 6 | Brick work with fly ash lime bricks (FALG Bricks) conforming to IS:12894-2002, class designation 50 (average compressive strength) in superstructure above plinth level up to floor 2 level including the cost of scaffolding : Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 7 | 12 mm cement plaster of mix :13.1.1 1:4 (1 cement: 4 sand) |
| 8 | Centering and shuttering including strutting, propping stretching etc.complete for and removal of form work by sheet plate or ply woodshuttering for : Foundations, footings, bases of columns, etc. For mass concrete |
| 9 | Wall painting with plastic emulsion paint of approved brand andmanufacture to give an even shade:Two or more coats on new work |
| 10 | Painting Steel work with Deluxe Multi Surface Paint to give an evenshade. Two or more coat applied @0.90 ltr/10 sqm over an under coatof primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture |
| 11 | Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding upto floor level including costof binding wire, wastage and over laps upto 12mm horizontal/ inclinedposition of reinforcement bars in slab and beams, plinth, chajjas,lintels, upto 4.5m vertical length of reinforcement in wall columns (overlaps shall be provided as per requirement of IS : 13920; IS 456 & SP :34) etc. complete.Hot rolled deformed bars |
| 12 | 40 mm thick machine rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement :5 coarse sand) with joints 3mm thick, side buttered with cement mortar 1:2 (1 cement : 2 sand) admixed with pigment to match the shade of stone and pointing with same mortar. Red sand stone |
| 13 | Providing and laying Cement Concrete grade M-10 Nominal mix 1:3:6 with 40 mm graded crushed stone aggregate, spreading the concrete by shovels mixing shall be in mechanical mixer, compacting by use of pin/plate/screed vibrators including form work by strong steel girders fixed by spikes. |
| 14 | Providing and laying Cement Concrete grade M-20 (Nominal mix 1:1.5:3) with 20 mm graded crushed stone aggregate, mixing shall be in mechanical mixer, laying with paver compacting by use of pin, plate /screed vibrators including form work by strong steel girders fixed by spikes, separation membrane 125 micron thick, i/c cutting of joints @ 4 to 5 m interval & filling it with hot applied bituminous sealant (without dowel bars). (max. thickness 20cm) Please Enable Macros to View BoQ information |
