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| 1 | Earth work in excavationbymechanical means( Hydraulicexcavator ) / manual means infoundationtrenches or drains ( not exceeding 1.5 m in width or 10 sqm onplan )including dressingof sides and ramming of bottoms, lift up to 1.5m, including getting out the excavated soil anddisposal of surplus excavatedsoil asdirected, within a lead of 50 m : |
| 2 | All kinds of soil. |
| 3 | Filling available excavated earth (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 | Providing and laying in positioncement concreteofspecifiedgrade excluding the cost of centering and shuttering :All work upto plinth level : |
| 5 | 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) |
| 6 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form work for : |
| 8 | Foundations, footings, bases for columns. |
| 9 | 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 : |
| 10 | 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) |
| 11 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : |
| 12 | 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) |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 14 | Foundations, footings, bases of columns, etc. for mass concrete |
| 15 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 16 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 17 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 18 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 19 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 in foundation and plinth in: |
| 20 | Cementmortar 1 : 6( 1 cement : 6 coarse sand). |
| 21 | Structural steel work riveted, bolted or welded in built up sections trusses and framed work including cutting, hoisting,fixingin positionand applying a priming coat of approved steel primer all complete. |
| 22 | 12 mm cement plaster of mix : |
| 23 | 1:4 (1 cement: 4 coarse sand) |
| 24 | 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 25 | 1:4 (1 cement: 4 coarse sand) |
| 26 | 6 mm cement plaster of mix : |
| 27 | 1:3 (1 cement: 3 fine sand) |
| 28 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 29 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 30 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 31 | Two or more coats on new work. |
| 32 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. |
| 33 | Made of G.I. wire of dia 4 mm |
