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| 1 | (DAT-67-TCMT)_(D67)Removing earth from road side drains and disposing the same upto 50m. Rate includes earth work and disposal of excaveted earth lead up to 50m. All as per instruction of Engineer-in-charge. |
| 2 | (2.8) 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.(2.8.1) All kinds of soil. |
| 3 | (24.1) Raking out joints of stone masonry surface to the required width and depth, with due care and precaution, by mechanical / manual means, including preparing and cleaning the surface for re-pointing/ refilling of joints, including disposal of rubbish to the dumping ground within 50 metre lead. |
| 4 | (16.72) Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site. |
| 5 | (16.73) Dry stone pitching 22.5 cm thick laid in courses and required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm including preparing the bedding surface etc. all complete. (Payment for Stone to be made separately). |
| 6 | (15.60) 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. |
| 7 | (14.1) Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground , all complete as per directions of Engineer-In-Charge. (14.1.1) With cement mortar 1:4 (1 cement : 4 fine sand). |
| 8 | (14.83) Hacking of CC flooring including cleaning for surface etc. complete as per direction of the Engineer-in-Charge. |
| 9 | (15.40) Dismantling precast concrete or stone slabs in walls, partition walls etc. including stacking within 50 metres lead :(15.40.2) Thickness above 40 mm up to 75 mm |
| 10 | (4.1) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (4.1.8) 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). |
| 11 | (5.16) Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but, excluding the cost of 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 size derived from natural sources ). |
| 12 | (15.7) 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..(15.7.4) In cement mortar |
| 13 | (6.1) Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: (6.1.1) Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 14 | (5.2) 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 : (5.2.2) 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) |
| 15 | (5.9) Centering and shuttering including strutting, propping etc. and removal of form for :(5.9.3) Suspended floors, roofs, landings, balconies and access platform |
| 16 | (15.3) Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 17 | (5.22) Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.(5.22.6) Thermo-Mechanically Treated bars of grade Fe-500D or more. |
