| 1 | 1 | Clearing jungle including uprooting of rank vegetation, grass, brushwood, trees and saplings of girth upto 30 cm measured at a height of 1 M above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. | | 1440 | M2 |
|---|
| 2 | 2 | Silt clearance from canals, inclusive of initial lead and lift(50M and 1.5m respectively) | | | |
|---|
| 3 | 2.1 | Dry | | 21.6 | M3 |
|---|
| 4 | 2.2 | Wet | | 14.4 | M3 |
|---|
| 5 | 3 | Demolishing cement concrete manually/ by Mechanical means including disposal of material within 50 mtr. lead as per direction of engineer -in –charge\n1:3:6 or richer mix .\n | | 5.52 | M3 |
|---|
| 6 | 4 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string course, filets, columns, pillars, piers, abutments, posts and struts up to floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement.\n1:1.5:3(1cement 1.5:coarse sand :3 graded stone aggregate 20mm nominal size)\n | | 1.8 | M3 |
|---|
| 7 | 5 | Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50metres lead as direction of Engineer In-charge\na)In cement mortar\n | | 3.07 | M3 |
|---|
| 8 | 6 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level with\n1:3:6(1cement:3 coarse sand:6 graded stone aggregate 20mm nominal size \n | | 16.76 | M3 |
|---|
| 9 | 7 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | | 572 | Kg |
|---|
| 10 | 8 | Earthwork in excavation by manual means in tranches for foundation, drains, pipes,cables etc (not exceeding in 1.5M in width) and for shafts,bells,cesspits and the like not exceeding 10sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5M, including getting out excavated earth and disposal of surplus excavated earth as directed (1M from cutting edge)\nAll kinds of soil\n | | 1.8 | M3 |
|---|
| 11 | 9 | Hand-packing stones in wire-crates; excluding cost of crates and stones. | | 13.5 | M3 |
|---|
| 12 | 10 | Supply of stones (nallah) | | 11.47 | M3 |
|---|
| 13 | 11 | Steel Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto Plinth level\nCold twisted bars\n | | 95 | Kg |
|---|
| 14 | 12 | Centering and shuttering including strutting, propping etc. and removal of form work for :- \nRetaining walls, return walls, Walls (any thickness) including attached pilasters buttresses, plinth and string courses fillets, kerbs and steps etc.\n | | 44.32 | M2 |
|---|
| 15 | 13 | Centering and shuttering including strutting, propping etc. and removal of from work for:-\na/Foundations, footings, bases of columns etc for mass concrete\n | | 26 | M2 |
|---|
| 16 | 14 | 12mm cement plaster of mix 1:4 (1cement:4coarse sand) | | 31.5 | M2 |
|---|
| 17 | 15 | Carriage of stone from source to site of work avg. distance 5KM by Mechanical Transport and 200M by Head Load | | 11.47 | M3 |
|---|
| 18 | 16 | Carriage of sand and stone aggregates from source to site of work avg. distance 10KM by Mechanical Transport and 200M by Head Load | | 25.52 | M3 |
|---|
