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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.All kinds of soil. |
| 2 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Concrete of M25 grade with minimum cement content of 330 kg/cum all work upto plinth level. |
| 3 | FORM WORKCentering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concreteWalls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 4 | STEEL REINFORCEMENT Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo machenically treated bars of grade 500D or more |
| 5 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation-M150 in foundation and plinth in:6.1.2 Cement mortar 1:6 (1 cement: 6 coarse sand)cum |
| 6 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation-M150 in foundation and plinth in:6.1.2 Cement mortar 1:3 (1 cement: 3 coarse sand)cum |
| 7 | CEMENT COCRETE 1 Cement : 4 coarse sand (zone-II) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources). |
| 8 | CEMENT COCRETE 1 Cement : 2 coarse sand (zone-II) derived from natural sources: 4 graded stone aggregate 40 mm nominal size derived from natural sources). |
| 9 | FLUSH Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand):Flush / Ruled/Struck or weathered pointing. |
| 10 | struck Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand):Flush / Ruled/Struck or weathered pointing. |
| 11 | Ist class brick on edge floor laid dry joints sand filled including preparation of base to proper slope and its ramming and including supply of all materials,labour and T&Petc. required for proper completion of the work. |
| 12 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar |
| 13 | EXISTING CULVERT SLAB Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 14 | Cartage / disposal of waste material up to 5.0 km from site.Sand ,stone aggregate below 40 mm nominal size |
| 15 | Hire charges of Pump set of capacity 4000 litres/hourFor Dewatering(150 DAYS) |
| 16 | Deduction cost of old brick from dismentlling.Taking 460 bricks per cum. |
