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| 1 | Removal of slips in all kind of soil including saturated soil but excluding boulders and rock portion required blasting upto a distance of 20mtrw disposing of unserviceable material stacking serviceablematerial complete in all respect and to the entire satisfaction of the Engineer-in-charge |
| 2 | Excavation in foundation and trenches etc. (for pipe and pits) up to all depths and in all kinds of soils such as pick work, pick jumper work, saturated soil including bailing or pumping out of water, blasting in soft/hard rock, chiseling/wedging out of rock where blasting is prohibited, in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring, strutting, planking timbering and dewatering wherever required, stacking usable and unusable materials/ soils separately and after laying, jointing and testing of pipes, returning the usable soils in 15 cm layers by ramming and watering and then disposing of all surplus excavated soil/unusable materials as directed within all leads and lifts including restoration of un-metalled surfaces to its original condition and including cost of diversion of traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per the direction of the Engineer-in-charge |
| 3 | Pick Jumper work |
| 4 | Pick work |
| 5 | Laying. Jointing and testing galvanized mild steel tube in trenches of following dia, including tube fittings such as bends, tees, reducers, unions etc, complete and to the entire satisfaction of the Engineer-in-charge (earth work in trenches to be measured and paid for separately). |
| 6 | 65 mm dia |
| 7 | 100 mm dia |
| 8 | 125 mm dia |
| 9 | Dismentalled of GMS pipe from trenches (earth work in trenches to be measured and paid for separately) and to the enitre satisfaction of the Engineer-in-charge. |
| 10 | 65 mm dia |
| 11 | 100 mm dia |
| 12 | 125 mm dia |
| 13 | Re-laying, Jointing and testing galvanized mild steel tube in trenches of following dia including tube fittings such as bends, tees, reducers, unions etc. complete and to the entire satisfaction of the Engineer-in-charge (earth work in trenches to be measured and paid for separately) |
| 14 | 65 mm dia |
| 15 | 100 mm dia |
| 16 | 125 mm dia |
| 17 | Providing and flaying flanged CI/DI standard special such as tees, bends, collars, tappers, caps etc suitable for flanged jointing as per IS: 1538 upto 300mm dia and over 300mm dia |
| 18 | 200mm dia bend 22.5 degree 1No 54kg |
| 19 | Providing of rubber gasket rings of apporved quality for 200mm dia ductile iron (DI) piopes siable for push on joints made of EPOM/SBR rubber conforming to IS: 5382 including all leads and lifts loading unloading, transportaton and complee and to the entire satisfaction of the Engineer-in-charge. |
| 20 | Providing circumferential butt welded joints at various RD's/ locations by electrical arc welding to the various dia GI/MSERW pipe as per conforming to IS: 3183-2007 (latest upto date amendements of grade and wall thickness as specified below welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS: 816-1969 specifications by using welding electrodes of 2.5mm to 6.3mm of Advani Orelon (Adore)-CITOJET/ESAB make, conforming to IS: 814-1991 at site of work complete in all respect, including manual mechanical handling of pipe in all leads and lifts and to the entire satisfaction of the Engineer-in-charge |
| 21 | 65 mm dia |
| 22 | 80 mm dia |
| 23 | 100 mm dia |
| 24 | 125mm dia |
| 25 | 150 mm dia DI pipe |
| 26 | Providing and fixing cast iron sluice valve of following dia of Leader/Kirloksar/ make and acpable with standing normal seat pressure of 10.20kg/cm2 class PN-1.00 as per IS: 780-1984 in all leads and lifts and to the entire satisfaction of the Engineer-in-charge. |
| 27 | 65 mm dia |
| 28 | 80 mm dia |
| 29 | 100 mm dia Please Enable Macros to View BoQ information |
