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| 1 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge. |
| 2 | 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. |
| 3 | Earth work in excavation by mechanical means (hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width, or 10sqm on plan) including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. All kinds of soil |
| 4 | Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) 300 mm dia |
| 5 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. ( 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more)( Upto plinth level) |
| 6 | Vertical columns ( on piles )i.e. Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. ( 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more)( above plinth level) |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for Beam at Ground Level ( Lintels, beams, plinth beams, girders, bressumers and cantilevers ) |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form forColumns, Pillars, Piers, Abutments, Posts and Struts |
| 9 | Providing and laying in positionspecified gradeexcluding the cost of centering, shuttering and finishing- All work up to plinthlevel 4.1.2 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 10 | Providing and laying in positionspecified grade of r/f cement concrete excluding the cost of centering, shuttering and finishing- All work up to plinthlevel 5.1.2 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources. |
| 11 | Brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in superstructure above plinth level upto floor V level in all shapes and sizes in: cement mortar 1:4 (1 cement: 4 coarse sand) |
| 12 | Providing cement plaster (in fine sand) 12mm cement plaster of mix 1:4 (1 cement:4 sand) |
| 13 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources): For Boundary wall coping |
| 14 | Finishing walls with acrylic smooth exterior paint of required shade, New work (2 or more coats applied@ 1.67lt/10sqm ) over and including prime coat of exterior primer applied @ 0.90litre/10 sqm) |
| 15 | steel work welded in builtup section/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. |
| 16 | Grand Total Amount in Rs |
