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| 1 | Drain Size 600mm wide and 750mm avarage height = 450.00 Rmt. |
| 2 | Dismantling Brick masonry in Cement Mortar under 3.00 m height including stacking the useful materials for reuse and removing the debris within 50 m. Lead and as per the directed by the Engineer-in-charge. |
| 3 | Earth work in excavation of foundation in ordinary soil within 50m Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the directed by the Engineer-in-charge. |
| 4 | Filling foundation and Plinth with Sand well water and rammed including all cost, conveyance, royalty etc. complete in all respectas per the direction of the Engineer-in-charge. |
| 5 | Supplying, Providing and laying plain cement concrete of proportion (1:3:6) confirming to latest IS codes & manuals for concrete weigh batched. machine mixedusing approved quantity of sand, cement,hard crusher broken graded aggregate including hoisting, lowering,concrete, in requared layers not exceeding 15 cm. thick in each layer vibrating, compacting to requiared density, curing includingwith full compansation to all inclusive costs, all operations required, contingencies, incidentals involved for the finished defect free item of work complete to specification and as directed by the Engineer. |
| 6 | R.C.C work of M-20 grade having a minimum compressive strength in work test of 200 kg/Cm2 in 15 cm cubes at 28 days after mixing and test conducted in accordance with IS 456 IS516 using 20 mm downgraded size black hard granite stone chips of approved quality anf from approved quarry including hoisting lowering and laying concrete and compacting by using vibrates watering and curing ,finishing the exposed surface smooth, providing grooves and beads where necessary in all heights complete including cost, conveyance, royalties, taxes of all materials, cost of alllabour, labour cess and all T&P etc. required for the work complete in all respectbut excluding centring, shuttering and reinforcement as per the direction of the Engineer-in-charge. |
| 7 | Providing Rigid and smooth centring & shuttering for RCC works including false works and dismantling them after casting including cost of material complete lifting, hoistingto all type RCC Work in places as shown in the drawing for all heightincluding cost, conveyance, royalties, taxes of all materials, cost of alllabour, labour cess and all T&P etc required for the work complete in all respectas per the direction of the Engineer-in-charge. |
| 8 | Cutting, Straighteningcoiled or bent up HYSD /TMT Reinforcement Bars weilding or jointing if necessary, bending, binding tying the grills as required for R.C.C works, providing fan Hooks wherenecessryand hoisting, lowering and placing the same in proper position according to the approved designs and drawings in all floors at all height including cost, conveyance, loading, unloading, stacking & taxes of HYSD /TMT Reinforcement bars and Binding Wires of 18 to 20 Gauge required for the work, cost of all labour, sundries, T&P and scaffolding complete in all respect as directed by the Engineer in charge. |
| 9 | Filling in founation and plinth with excavated materials including watering and ramming asdirected by the Engineer-in-charge. |
| 10 | 6 mm thick Cement Plaster (1:4) finished smooth surface including closed deep chipping including all cost, conveyance, royalty, curing T & P etc. complete as per direction of Engineer-in-Charge. |
| 11 | Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face Complete as per drawing and Technical Specification. |
| 12 | N.B.:- GST as applicable will be paid extra. |
