|
| 1 | Sub-Head : Dismantling and Demolishing |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 3 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 4 | 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.. |
| 5 | In cement mortar |
| 6 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): |
| 7 | From brick work in cement mortar |
| 8 | 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. |
| 9 | Sub-Head : Earth Work |
| 10 | 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. |
| 11 | All kinds of soil. |
| 12 | 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. |
| 13 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 14 | Sub-Head : Concrete Work |
| 15 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 16 | 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) |
| 17 | 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) |
| 18 | Sub-Head : Reinforced Cement Concrete |
| 19 | 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 : |
| 20 | 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) |
| 21 | 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 : |
| 22 | 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) |
| 23 | 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)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). |
| 24 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 25 | Foundations, footings, bases of columns, etc. for mass concrete |
| 26 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 27 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 28 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 29 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 30 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). |
| 31 | Sub-Head : Masonry Work |
| 32 | Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level up to floor five level in : |
| 33 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 34 | Sub-Head : Steel Work |
| 35 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. |
| 36 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 37 | Sub-Head : Finishing |
| 38 | 12 mm cement plaster of mix : |
| 39 | 1:6 (1 cement: 6 coarse sand) |
| 40 | 15 mm cement plaster on rough side of single or half brick wall of mix : |
| 41 | 1:6 (1 cement: 6 coarse sand) |
| 42 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 43 | 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) |
| 44 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 45 | Two or more coats on new work. |
| 46 | Sub-Head : MARKET RATED ITEMS |
| 47 | Deduct for taking into posession the unserviceable dismantled materials including carriage: |
| 48 | Old Bricks |
| 49 | Engaging labour for cleaning of open surface drains of any size, roof, terrace, chajjas at any floor at any height including all T & P, removal of debrishes, sullage and disposal all complete as per direction of Engineer-in-charge. |
| 50 | Brick work with non modular fly ash bricks conforming to IS:12894, class designation 7.5 average compressive strength in foundation and plinth in: |
| 51 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 52 | Dismantling and refixing of compound grill in proper position including all labour etc complete as per direction of Engineer-in Charge. Please Enable Macros to View BoQ information |