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| 1 | Engagement of Labour for the adjustment of Gate valves and to watch and ward of igo phey canal. |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) infoundation trenchesor drain (not exceeding 1.5m in width or 10 sqm on plan) including dressingof sides and ramming of bottoms, lift upto1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All Kinds of soil. |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth,1.5m in width aswell as 10sqm on plan) including getting out and disposal of excavated earth leadupto 50m and liftupto 1.5m,as directed by Engineer-in-charge. |
| 4 | Constructing vertical bunds with sloping faces, by boulder filling (dry, hand packed tightly); including cost of stones but excluding cost of wire crates. |
| 5 | Making Knitted wire crate of approved mesh size including weaving bindingsides and partions and binding top after filling excluding cost of filling stones and weaving materials. |
| 6 | Supply of crates mesh BA wire 4mm diaof 4\\"x4\\" mesh with lead of size 16 x 20 @ 0.185 Kg/Sft including carriage complete Job. |
| 7 | Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively ) wet |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 10 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement- All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3graded stone aggregate 20 mm nominal size derived from natural sources) |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form Foundations, footings, bases of columns, etc. for mass concrete |
| 12 | Dumping stone including cost of stone in horizantal level. |
| 13 | Weed clearance From canals(including extraction of roots) |
| 14 | Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 15 | Providing and fixing of winch box of gate system with all necessary rods handles allied repair works to operate the hydrulic gate at different location complete job including carriage upto site work . |
| 16 | Steel reinforcement for R.C.C.work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 17 | Carriage of materials from source to site of work. Cement avg. lead 15 km. |
| 18 | Sand avg. lead 15 km. |
| 19 | Aggregrate avg. lead 15 km. |
| 20 | Stone 15 km |
| 21 | Earth avg. lead 5 km. Please Enable Macros to View BoQ information |
