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| 1 | 2.6.1Earth work in excavation by mechanical means (Hydraulic excavator)/manual meansover areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposedearth to be levelled and neatly dressed.All kinds of soil |
| 2 | 2.26.1Extra for every additional lift 1.5 m or part there of in excavation / banking excavatedor stacked materials.All kinds of soil |
| 3 | 2.25Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundation etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 4 | 4.1.8Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4coarse sand : 8 graded stone aggregate 40 nominal size) |
| 5 | 7.1.1Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarsesand) |
| 6 | 60.7.1DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonrywith good quality blasted rubble including packing to compactness to lines and levelscost and conveyance of all materials labour charges etc. complete as per direction ofDepartmental officers at site |
| 7 | 60.7.8DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble withoutconcrete levelling course using departmental rubble including packing to compactnessto lines and levels, labour charges etc. complete as per direction of Departmentalofficers at site |
| 8 | 5.1.2Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mmnominal size |
| 9 | 5.9.5Centering and shuttering including strutting, etc. and removal of form for:Lintels,beams, plinth beams, girders bressumers and cantilevers |
| 10 | 5.9.2Centering and shuttering including strutting, etc. and removal of form for:Walls (anythickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 11 | 5.22.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelThermo - Mechanically Treatedbars of grade Fe-500D or more |
| 12 | 50.6.1.2Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cmor nearest available size confirming to IS 2185 part I of 1979 for super structure up tofloor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etccomplete. |
| 13 | OD42368/2024-2025Solid block masonry using department supplied solid blocks (Factory made) of size40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for superstructure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6coarse sand) etc complete. |
| 14 | 13.1.212 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). |
| 15 | 13.43.1Applying one coat of water thinnable cement primer of approved brand andmanufacture on wall surface:Water thinnable cement primer |
| 16 | 13.44.1Finishing walls with water proofing cement paint of required shade:New work (Twoor more coats applied @ 3.84 kg/10 sqm) |
| 17 | 15.9.1Demolishing stone rubble masonry manually / by mechanical means includingstacking of serviceable material and disposal of unserviceable material within 50metres lead as per direction of Engineer -in- Charges:In Lime Mortar |
| 18 | 15.2.1Demolishing cement concrete manually / by mechanical means including disposal ofmaterial within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 19 | 15.3Demolishing R.C.C. work manually / by mechanical means including stacking ofsteel bars and disposal of unserviceable material with in 50 metres lead as perdirection of Engineer -in-Charge. |
| 20 | 15.7.1Demolishing brick work manually / by mechanical means including stacking ofserviceable material and disposal of unserviceable material within 50 metres lead asper direction of Engineer-in-Charge.In mud mortar |
| 21 | 60.6PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes workingpressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc.complete. |
