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| 1 | EARTH WORK |
| 2 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge |
| 3 | All kinds of soil |
| 4 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. |
| 5 | CEMENT CONCRETE (CAST IN SITU) |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form work for: |
| 7 | Foundations, footings, bases for columns |
| 8 | REINFORCED CEMENT CONCRETE |
| 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 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 12 | Suspened floors, roofs, landings, balconies and access platform |
| 13 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 14 | Thermo-Mechanically treated bars of grade Fe-500D or more |
| 15 | MASONRY WORK |
| 16 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: |
| 17 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 18 | WOOD AND P.V.C WORK |
| 19 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete |
| 20 | Fixed to opening/wooden frames with rawl plugs screws etc. |
| 21 | FLOORING |
| 22 | Supplying and laying synthetic floor tile specially designed for parks, outdoor courts etc..as per the instruction of Engineer-in-Charge |
| 23 | Polypropylene (PP) interlock floor tile having good weather and UV resisting, draining, shock absorbing, anti-fading, and non-slipping characteristics. The edges are having smoothlocking arrangements and holes for nailing if required. The cost is including providing edge lipping of similar material for all sides without any undulations or wobbling. Colour combination and pattern are selected as per the instruction of Engineer-in-Charge |
| 24 | PP tile of approximate dimensions 300x300x18 mm and weighing minimum 300 g per each tile |
| 25 | FINISHING |
| 26 | 12 mm cement plaster of mix: |
| 27 | 1:4 (1 cement: 4 fine sand) |
| 28 | 12 mm cement plaster of mix: |
| 29 | Finishing walls with Acrylic Smooth exterior paint of required shade: |
| 30 | 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) |
| 31 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: |
| 32 | Two or more coats on new work |
| 33 | Dismantling and Demolishing |
| 34 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in-Charge |
| 35 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 36 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material within 50 meters lead as per direction of Engineer-in-Charge |
| 37 | In cement mortar |
| 38 | Disposal of building rubbish/malba/similar unserviceable, dismantled or waste materials by mechanical means, including loading, transpoting, unloading to approved muncipal dumping ground or as approved by Engineer-in-Charge, beyond 50 m intial lead, for all leads including all lifts involved |
| 39 | ROAD WORK |
| 40 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge |
| 41 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator, vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specefications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately). |
| 42 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc..disposal of unserviceable material to the dumping ground for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge |
| 43 | NEW TECHNOLOGIES AND MATERIALS |
| 44 | Marking various play grounds/courts using synthetic enamel/epoxy paint (or specially made items if available) |
| 45 | Making dimension lines in standard width using special paints in two or more coats by sticking masking tapes on either side and cleaning the entire surface after the work is completed. Measurements were taken in between the outer dimensions |
| 46 | Marking Badminton court having synthetic flooring Please Enable Macros to View BoQ information |
