|
| 1 | layingNon Pressure NP2 Class ( Light Duty ) RCC pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1: 2 ( 1 Cement: 2 fine sand) incuding testing of joints and inlcuding trenching ( 750 mm deep) and refiling etc as required etc:300 mm dia RCC pipe |
| 2 | Laying of one number PVC insulated cable and PVC sheathed /XLPE power cable 1.1 Kv grade of following sizesdirectly into ground to depth of 0.9 meterincludingexcavation , sand cushining of 75 mm , protectice covering and refilling the trench etc as required upto 185m2 |
| 3 | Laying of One Number PVC insulated and PVC Sheathed/XLPE power Cable of 1.1 Kv grade of following sizes in the existing RCC / Hume Pipe upto 400 mm2 |
| 4 | Laying and fixing of One number PVC insulated and PVC Sheatehed/ XLPE Power Cable of 1.1 Kv grade of folowing sizes on wall surface / open duct suface with help of clamps upto 185 mm2 (Clamped with40 mm x 3 mm Thick MS FLAT Clamp ) |
| 5 | Supply And Erection of GI Pipe ( Medium Class)with Clamps on wall/MS Structure/MS Polefor Vertical protection of Cable , at exit chamber from Ground100 MM DIA for 1 MTR Height |
| 6 | Supplying and fixing of cable route marker with 100 mm x 100 mm x 5mm thick G I Plate with inscription there on , bolted/ welded to 35mm x35mmx6mm Equal Angle MS Iron , 600 mm Long and grouting the same in ground as to depth of 100 mm ( 1:3:6) |
| 7 | Laying of one number PVC insulated cable and PVC sheathed /XLPE power cable 11 Kvgrade of following sizesdirectly into ground includingexcavation , sand cushining , protectice covering and refilling the trench etc as required upto 400 mm2 |
| 8 | Earth work in surface excavation exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: |
| 9 | Providing & doing Brick work with common burnt clay bricks FPSnon modularin below foundation of class designate 75 in foundation and plinth in CM1:4 |
| 10 | 12mm cement plaster in 1:4(1cement:4 coarse sand) |
| 11 | Steel Reinforcement in RCC Works including straightening, cutting, bending and Fixing in Position, and Binding all complete upto plinth level TMT bars of FE500 or more grade |
| 12 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 13 | Casting of Removable ReinforcedSlabspieces of 100 mm thickness in the ratio 1:1.5:3 MS steel 10mm dia@100mmC/c with arrangement for lifting the slabs with crane hook |
| 14 | Deployment of Backhoeloader for cleaning of Silt including POL |
| 15 | Providing and Laying Cement concrete 1:3:6(1cement:3coarse sand:6coarse aggregate) |
| 16 | Providing and Laying ReinforcedCement concrete 1:2:4(1cement:2coarse sand:4coarse aggregate) |
| 17 | Centering and Shuttering including strutting propping etc and removal of formwork for Foundation, Footings and Bases of columns For walls ofRetaining wall |
| 18 | Supplying and stacking, spreading and Ramming at site.53 mm to 22.4 mm size stone aggregate |
