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| 1 | Clearing jungle including uprooting of rank vegetation, grass, brushwood, trees and saplings of girth up to 30 cm measured at a height of 1m above ground level and removal of rubbish up to a distance of 50 moutside the periphery of the area cleared. |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavatedearth lead upto 50 m and for all lift, as directed by Engineer-in-charge. |
| 3 | All kinds of soil |
| 4 | CARRIAGE OF MATERIALS |
| 5 | By Mechanical Transport including loading,unloading and stacking |
| 6 | Earth |
| 7 | Up to 2 Km |
| 8 | Filling available excavated earth (excluding rock) in trenches, plinth, sidesof foundations etc. in layers not exceeding 20cm in depth, consolidatingeach deposited layer by ramming and watering, lead up to 50 and for all lift |
| 9 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinth level: |
| 10 | 1 :4:8 (1 Cement : 4 coarse sand (zone-Ill) derived fromnatural sources : 8 graded stone aggregate 40 mm nominalsize derived from natural sources) |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 12 | Foundations, footings, bases of columns, etc. for massconcrete |
| 13 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 14 | Providing and laying in position ready mixed or site batched design mixcement concrete for reinforced cement concrete work; using coarseaggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate I retard settingof concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge, for the followinggrades of concrete.: Note: Extra cement up to 10% of the minimum specified cement contentin design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content,the contractor shall have discretion to either re-design the mix or bear thecost of extra cement. |
| 15 | All works upto plinth level |
| 16 | Concrete of M25 grade with minimum cementcontent of 330 kg /cum |
| 17 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. |
| 18 | Thermo-Mechanically Treated bars of grade Fe-500D ormore. |
| 19 | Providing and laying 60 mm thick faciory made cement concreteinterlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laidin 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. |
| 20 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge) |
| 21 | Taking out existing kerb stones of all types from footpath/ central verge,including removal of mortar etc., disposal of unserviceable material tothe dumping ground, for which payment shall be made separately andstacking of serviceable material within 50 metre lead as per direction ofEngineer-in-Charge |
| 22 | Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thicknessof joints, except at sharp curve, shall not be more than 5 mm), includingmaking drainage opening wherever required etc. complete as per directionof Engineer-in-charge. (Length of finished kerb edging shall be measuredfor payment). (Old kerb stones shall be supplied by the department freeof cost) |
| 23 | Taking out existing CC interlocking paver blocks from footpath/ centralverge, including removal of rubbish etc., disposal of unserviceable materialto the dumping ground, for which payment shall be made separately andstacking of serviceable material within 50 metre lead as per direction ofEngineer-in-Charge |
| 24 | Laying old cement cocrete interlocking paver blocks of any design/ shapelaid in required line, level, curvature, colour and pattern over and including50 mm thick compacted bed of coarse sand, filling the joints with fine sandetc. all complete as per the direction of Engineer-in-charge. (Old CC paverblocks shall be supplied by the department free of cost). |
| 25 | Construction of granular sub-base by providing close graded Materialconforming to specifications, mixing in a mechanical mix plant at OMC,carriage of mixed material by tippers to work site, for all leads & lifts,spreading in uniform layers of specified thickness with motor grader onprepared surface and compacting with vibratory power roller to achieve thedesired density, complete as per specifications and directions of Engineer in-Charge. |
| 26 | With material conforming to Grade-I (size range 75 mm to0.075 mm) having CBR Value-30 |
| 27 | Demolishing brick work manually/ by mechanical means includingstacking of serviceable material and disposal of unserviceable materialwithin 50 metres lead as per direction of Engineer-in-charge. |
| 28 | In cement mortar |
| 29 | Demolishing R.C.C. work manually/ by mechanical means includingstacking of steel bars and disposal of unserviceable material within 50metres lead as per direction of Engineer - in- charge. |
| 30 | Disposal of building rubbish / malba / similar unserviceable, dismantledor waste materials by mechanical means, including loading, transporting,unloading to approved municipal dumping ground or as approved byEngineer-in-charge, beyond 50 m initial lead, for all leads including alllifts involved. |
