|
| 1 | Removing of Slush / mud from the drain 10.00m3 |
| 2 | Demolition of brick work / stone work45.00m3 |
| 3 | Demolition of concrete work 2.78m3 |
| 4 | Excavation in trenches by mechanical means ( Hydraulic excavator ) nexc 1.5mts in width including getting out of the excavated soil and dispose of surplus soil within a lead of 50mt 12.75m3 |
| 5 | Surface dressing & top of the drain 22.50m2 |
| 6 | P.C.C.Foundation :Plain Cement concert foundation TypeC 2 1:3 : 6 ( 40 mm graded aggregates etc complete) 10.98m3 |
| 7 | S/f of RCC pipe (NP2) 600mmdia15.00mt |
| 8 | S/f of RCC pipe (NP2) 900mm dia 40.00mt |
| 9 | S/f of RCC pipe (NP2) 300mm dia 30.00mt |
| 10 | Steel & Iron work for RCC retaining wall of drains side 981.23kg |
| 11 | Use & waste for work for drain sides 260.00m2 |
| 12 | Cement Concrete RCC (1:2:4) 23.50m3 |
| 13 | Refilling of excavated soil around drain 31.77m3 |
| 14 | Refilling of hard murumaround drain 2.101m3 |
| 15 | Removing shifting of demolished material and excavated material exc 500mts & nexc 1.0kmt deposited as directed 28.76m3 |
| 16 | Construction of side brick wall built in cm 1:47.61m3 |
| 17 | Rendering plastering in cm 1:4 ( 15mm thick ) with additional thickness provided as setting coat 49.61m2 |
| 18 | Screed bed layer of cement motor 1:4 15mm thick 0.787m2 |
| 19 | S/F of P/C slab on drain (RCC) 100mm thickness set in c.m 1:4-1:2:4 20mm graded 1.89m3 |
| 20 | Concrete of top RCC pipe ( 1:2:4 ) 6.85m3 |
| 21 | Removing of Slush / mud from the drain 10.00m3 |
| 22 | Demolition of brick work /stone work 45.00m3 |
| 23 | Demolition ofdamaged cement Concrete 25.00 m3 |
| 24 | Excavation in trenches by mechanical means ( Hydraulic excavator ) nexc 1.5mts in width including getting out of the excavated soil and dispose of surplus soil within a lead of 50mt 15.00m3 |
| 25 | Excavation in trenchesnexc 1.5mts in width including getting out of the excavated soil and dispose of surplus soil within a lead of 50mt 15.00m3 |
| 26 | P.C.C.Foundation :Plain Cement concert foundation TypeC 2 1:3 : 6 ( 40 mm graded aggregates etc complete)10.00m3 |
| 27 | S/f of RCC pipe (NP2) 600mm dia 75.00mt |
| 28 | S/f of RCC pipe (NP2) 300mm dia 75.00mt |
| 29 | S/f of RCC pipe (NP2) 900mm dia 12.50 mt |
| 30 | Removing shifting of demolished material and excavated material exc 500mts & nexc 1.0kmt deposited as directed70.00m3 |
| 31 | Construction of side brick wall built in cm 1:4 20.00m3 |
| 32 | Rendering plastering in cm 1:4 ( 15mm thick ) with additional thickness provided as setting coat 200m2 |
| 33 | S/F of P/C slab on drain (RCC) 100mm thickness set in c.m 1:4-1:2:4 20mm graded 3.0m3 |
| 34 | concrete of top RCC pipe ( 1:2:4 ) 15m3 |
| 35 | walling of randum rubble uncourses well bonded, beeded and solidly hearted, bulit in c.m.1:4 7.0m3 |
