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| 1 | Earth work in excavation for foundation trenches for pipes/cables or drains etc. by mechanical means/manual means (exceedind 30cm in depth) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m disposal earth to be levelled and neatly dressed all kinds of soil |
| 2 | providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level cement concrete grade M-7.5 (Nominal Mix) with 40 mm maximum size of stone aggregate |
| 3 | Demolishing stone masonary manually/by mechanic means including stacking of serviceable material and disposal of unserviceable material within 50meters lead as per direction of Engineer-in-charge in cement mortar |
| 4 | Random rubble masonry with hard stone in foundation and plinth with cement mortar 1:6 (1 cement : 6 coarse sand |
| 5 | Providing and laying in position grade of reinforced cement concrete excluding the cost of centering, shuttering finishing and reinforcement - All work up to plinth level : Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate |
| 6 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns pillars, piers, abutments, posts and struts ets.above plinth level and up to floor two level excluding cost of centering shuttering and reinforcement etc. Cement concrete grade M-20 ( Nominal Mix) with 20 mm maximum size of stone aggregate etc. |
| 7 | Reinforcement for R.C.C. work including straightening, cutting bending, placing in position and binding upto floor level including cost of binding wire, wastage andover laps upto 12mm horizontal/ inclined position of reinforcement bars in slaband beams, plinth, chajjas, laps, upto 4.5m vertical length of reinforcementin wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP :34) etc. complete Mild steel and Medium Tensile steel bars 25.2*1*7850/100 = 1978.2 kg |
| 8 | Brick work with chimeny brick of class designation 40 in superstructure above plinth leevel upto floor 2 level including the cost of scaffolding in : cement mortar 1:6(1 cement : 6 coarse sand) |
| 9 | 12 mm cement plaster of mix : 1:6 (1cement: 6 sand) for stone wall |
| 10 | for brick wall |
| 11 | Structural steel work rivetev, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete: |
| 12 | Distempering with 1st quality distemper (ready mixed) of approved manufacturer, of required shade and colour, as per manufacturer,s specification. Two or more coats on new work. |
| 13 | centering and shuttering including strutting, propping stretching etc. complete for and removal of from work by sheet plate or ply wood shuttering for : foundations, footings of columns, etc. For mass concrete. |
| 14 | centering and shuttering including strutting, propping stretching etc. complete for and removal of from work by sheet plate or ply wood shuttering for : Lintels, beams, plinth beams, girders,bressumers and cantilevers. |
| 15 | centering and shuttering including strutting, propping stretching etc. complete for and removal of from work by sheet plate or ply wood shuttering for : Columns, pillars, piers, Abutments, posts and Struts. Please Enable Macros to View BoQ information |
