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| 1 | Improvements to the Pathrakulam |
| 2 | Demolishing 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 cement mortar |
| 3 | Pumping or Bailing out water and removing slush etc by using pump set includingcost of labour, oil hire charges of pumpset, etc complete |
| 4 | DISMANTLING DR - Dismanling , clearing away and carefully stacking materialsuseful for reuse for any thickness of walls in DR masonry including disposal of debriswithin a distance of 150m. |
| 5 | Earth 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge.All kinds of soil |
| 6 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual meansin 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, includinggetting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m.All kinds of soil |
| 7 | DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble withoutconcrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site |
| 8 | DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction ofDepartmental officers at site |
| 9 | Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 10 | Centering and shuttering including strutting, etc. and removal of formfor:Foundations, footings, bases of columns, etc for mass concrete |
| 11 | Steel 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 | Random rubble masonry in cement mortar 1:6 (1 cement: 6 coarse sand) with hardstone in foundation and basement upto plinth level |
| 13 | Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 14 | Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm ornearest available size confirming to IS 2185 part I of 1979 for super structure up tofloor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etccomplete |
| 15 | 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 16 | Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Twoor more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exteriorprimer applied @ 2.20 kg/10 sqm) |
| 17 | PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes workingpressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc.complete. Please Enable Macros to View BoQ information |
