|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. |
| 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 | Clearing jungle includinguprootingof rankvegatation, grass,brushwood,trees and saplings of grithup to 30 cm measuredataheightof 1 mabove ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 5 | Removing Fallen trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and disposal of the same beyond municipal limit. |
| 6 | Beyond 60 cm girth upto and including 120 cm girth |
| 7 | Beyond 120 cm girth upto and including 240 cm girth |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 9 | 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 10 | 1:5:10 (1 cement : 5 coarse sand(zone-III) : 10 graded stone aggregate 40 mm nominal size) |
| 11 | 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 : |
| 12 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 13 | 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 : |
| 14 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 15 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 17 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 18 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 19 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 20 | Edges of slabs and breaks in floors and walls. |
| 21 | Under 20 cm wide |
| 22 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. |
| 23 | Thermo-Mechanically Treated bars of grade Fe-500 D or more. |
| 24 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 in foundation and plinth in: |
| 25 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 26 | 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 : |
| 27 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 28 | 12 mm cement plaster of mix : |
| 29 | 1:6 (1 cement: 6 coarse sand) |
| 30 | 15 mm cement plaster on rough side of single or half brick wall of mix : |
| 31 | 1:6 (1 cement: 6 coarse sand) |
| 32 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). |
| 33 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 34 | 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) |
| 35 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 36 | Two or more coats on new work over undercoat of suitable shade with ordinary paint of approved brand and manufacture. |
| 37 | 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 | In cement mortar |
| 39 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): |
| 40 | From brick work in cement mortar |
| 41 | Credit for issuing old bricks obtained during dismantling |
| 42 | Supplying at site : |
| 43 | R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarsesand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-in-charge (cost of earth works in excavation, concrete works in foundation to be paid separately). |
| 44 | Providing and fixing G.I. barbed wire upto 3 m height above wall with angle iron \"Y\" shaped placed 2.4m or 3.00 m apart and with 9 horizontalbarbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 45 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. |
