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| 1 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides andramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavatedearth as directed:All kinds of soil. |
| 2 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides andramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavatedearth as directed:Ordinary rock. |
| 3 | Providing and laying cement concrete 1:3:6 mix (1 cement:3 course sand :6 graded stone aggregate 20mm nominal size) incl. Curing but cxcl. Cost of form work |
| 4 | Supply of stones( nallah 225mm nominal size) |
| 5 | Dumping stones on horizontal on level (excld. Supply of stones) |
| 6 | Centering and shuttering including strutting, propping etc. And removal of form work for. Walls( any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 7 | .Carriage of cement by Mechanical Transport from nearest market (to be identified by engineer in charge) to road side of work including cost for loading and unloading.for an av. distance of 40Km |
| 8 | .Carriage of cement by Head Load from road site stacking place (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 2000mtr |
| 9 | .Carriage of stone aggregate (Crushed) below 40 mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of40Km |
| 10 | .Carriage of stone aggregate (Crushed) below 40 mm by Head Load from dumping site (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of2000mtr |
| 11 | .Carriage of Sand by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of40Km |
| 12 | Carriage of Sand by Head load from dumping place (to be identified by engineer in charge) to site of work including loading and unloading. for an average distance of 2000mtr |
| 13 | Carriage of Soling stone/ boulders by head load from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 1000mtr |
