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| 1 | Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposalof surplus excavated soil as directed, 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 liftupto 1.5 m |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 5 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 6 | Suspended floors, roofs, landings, balconies and access platform |
| 7 | Edges of slabs and breaks in floors and walls. |
| 8 | Under 20 cm wide |
| 9 | Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in -All work upto plinth level: |
| 10 | 1:4:8 (1 Cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) |
| 11 | 1:2:4 ( 1 Cement: 2 coarse sand : 4 graded stone aggregate 20 mmnominal size) |
| 12 | Brickwork with Ist class common burnt clay F.P.S.(nonmodular)bricks in foundation and plinth in: |
| 13 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 14 | Half brick masonry with common burnt clay 1st class F.P.S.(non modular) bricks in foundation and plinth in: |
| 15 | Cement mortar 1 :4 (1 Cement: 4coarse sand) |
| 16 | Supplying and filling in plinth with sandy soil under floors including, watering,ramming consolidating and dressing complete. |
| 17 | Reinforcement for R.C.C. works including bending, binding and placing in position. |
| 18 | Thermo-Mechanically Treated bars |
| 19 | 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 up to floor five level excluding the cost of centering,shuttering, finishing and reinforcement, with |
| 20 | 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size). |
| 21 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with afloating coat of neat cement. |
| 22 | 12mm cement plaster. |
| 23 | Finishing walls with Acrylic Smooth exterior paint of required shade: |
| 24 | New work (Two or more coat applied @1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/10 sqm. |
| 25 | Providing and laying rectified Glazed Ceramic floor tiles 300x300 mm or more (thickness to be specified by the manufacturer) of 1st quality conforming to IS :15622 of approved make in colours White, Ivory, Grey, Fume Red,, Brown, laid on 20mm’ thick cement mortar 1;4 (1 Cement: 4 Coarse sand) including grouting the joints with white cement and matching pigments etc., complete. |
| 26 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to thedumping ground, for which payment shall be made separately and stacking ofserviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 27 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid inrequired line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be suppliedby the department free of cost). |
| 28 | Granular base / sub-base using naturally occurred sand gravel |
| 29 | Providing, laying and compacting granular base / sub-base according tolines, grades and cross sections by using naturally occurred sandgravel/conforming to IRC-Grd'II of MOST specification free from organic or other deleterous constituent spread with motor grader and compacted by rolling with power roller of 8-10 capacity in layers not exceeding 150mm (spread thickness) i/c rolling of the road surface to proper level and grades 30 cm width edging on both side etc. complete as directed by Engineer-incharge. |
| 30 | Providing and laying factory made cement concrete interlocking paverblock of M-30 grade made by block making machine with strong vibratorycompaction, of approved size, design & shape, laid in required colour andpattern over and including 50mm thick compacted bed of coarse sand,filling the joints with line sand etc. all complete as per the direction ofEngineer-in-charge. |
| 31 | 60 mm thick |
| 32 | Steel work welded in built up section/framed work including Cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required. |
| 33 | In grating, frames, guard bar, railing, brackets, gates and similar works. |
| 34 | Spreading of Sludge Farm Yard Manure or/and good Earth (Spreading ofsludge farm yard manure or/ and good earttr in required thickness (cost ofsludge, farm- yard manure or/and good earttr to be paid for separately)) Please Enable Macros to View BoQ information |
