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| 1 | 1)Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.. |
| 2 | a) All kinds of soil |
| 3 | 2)Filling with available (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 4 | 3) Removal of existing driedtrunk base frombeneathground level bymanual/mechanical means carefully without causing any damage to the nearby structures, including removal of rubbish up to a distance of 50m outside the periphery of the area cleared and upto the dumping ground. |
| 5 | 4)Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 6 | a)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) |
| 7 | b) 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 8 | 5) 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 : |
| 9 | a) 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) |
| 10 | 6) Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : |
| 11 | a) 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 12 | 7) Centering and shuttering including strutting, propping etc. and removal of form for :: |
| 13 | a). Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 14 | b).Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like |
| 15 | 8) Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 16 | a) Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 17 | 9 )Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). |
| 18 | 10 ) Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 in foundation and plinth in: |
| 19 | a) Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 20 | 11 ) Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : |
| 21 | a) Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 22 | 12) Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level with : : |
| 23 | a) Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 24 | 13) Structural steel work riveted, 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. |
| 25 | 14)12 mm cement plaster of mix :: |
| 26 | a) Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 27 | 15)15 mm cement plaster on rough side of single or half brick wall of mix : |
| 28 | a) Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 29 | 16) Finishing walls with water proofing cement paint of required shade : |
| 30 | a) New work (Two or more coats applied @ 3.84 kg/10 sqm). |
| 31 | 17 )Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 32 | a) Two or more coats on new work. |
| 33 | 18) Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-harge. . |
| 34 | a) With cement mortar 1:4 (1cement: 4 coarse sand). |
| 35 | 19 )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. |
| 36 | 20) Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer in-charge. |
| 37 | 21) 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.. |
| 38 | a) In cement mortar |
| 39 | 22 )Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : |
| 40 | a) Of area 3 sq. metres and below |
| 41 | 23 )Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead: |
| 42 | a) Of area 3 sq. metres and below |
| 43 | 24 ) Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
