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| 1 | Providing CCTV survey by Pan Tilt Camera with zooming and rotating 360 degree of pipe line after desilting and proper cleaning of existing sewer line for inspection and condition of pipe line and submit the soft / hard copy of the result showing the location and date of survey. The CCTV survey shall be accorded as per GIS attributes and will be verified by GIS team before and after execution of work complete in all respect to the entire satisfaction of Engineer -In -Charge |
| 2 | Searching of manholes with metal detector and hiring of JCB machine for excavation and dismantling of RCC slab/ footpath and providing requisite labours etc. complete in all respect to the entire satisfaction of Engineer -in -charge |
| 3 | Desilting of chocked master sewer lines, removing of blockage and desilting of blocked master sewer line with high pressure jetting and high volume super sucker machine, opening of blocked sewer line, manholes, diversion of sewage through pumping, disposal of retained silt to hazard free dumping ground. The work shall include mobilization of equipments, cost of sundries, T and P and safety devices, dewatering, cleaning and required plugging of manholes including cartage, loading and unloading of silt / sludge from the site, insurance of employee and labours and all over head charges etc. complete as per directions and to the entire satisfaction of the Engineer–in–charge. 600mm dia pipe line |
| 4 | Desilting of chocked master sewer lines, removing of blockage and desilting of blocked master sewer line with high pressure jetting and high volume super sucker machine, opening of blocked sewer line, manholes, diversion of sewage through pumping, disposal of retained silt to hazard free dumping ground. The work shall include mobilization of equipments, cost of sundries, T and P and safety devices, dewatering, cleaning and required plugging of manholes including cartage, loading and unloading of silt / sludge from the site, insurance of employee and labours and all over head charges etc. complete as per directions and to the entire satisfaction of the Engineer–in–charge.600mm dia pipe line |
| 5 | Desilting of chocked master sewer lines, removing of blockage and desilting of blocked master sewer line with high pressure jetting and high volume super sucker machine, pening of blocked sewer line, manholes, diversion of sewage through pumping, disposal of retained silt to hazard free dumping ground. The work shall include mobilization of equipments, cost of sundries, T and P and safety devices, dewatering, cleaning and required plugging of manholes including cartage, loading and unloading of silt / sludge from the site, insurance of employee and labours and all over head charges etc. complete as per directions and to the entire satisfaction of the Engineer –in – charge. 1000 mm i/d pipe line |
| 6 | Providing and laying of welded M.S pipe manufactured with M.S. sheet of Jindal / TATA / SAIL/ Welspun / SKS/PSL (P) Ltd and MAAN industries as per IS 2062, IS:3589-2001 including bituminous paint on outer side with thickness 120micron on inner side and anti corrosive epoxy paint on inner side as per relevant specification and IS code including welding and Laying the pipe through trenchless technology by pipe jacking to cross the carriage way including maintain level withthe help of laiser guided equipment, excavation of thrust and receiving pit, side shoring, filling back, compaction, disposal of surplus earth including generator, JCB, cranes, pipe jacking machine etc. all material and labours as per requirement, direction of Engineer-in-Charge and complete in all respect including the cost of Ground Penetration Radar Survey including cost of stringing pipes jointing and cutting complete in all respect to the entire satisfaction of the Engineer -in -Charge. 600mm i/d M.S. pipe (10mm sheet thickness) |
| 7 | [11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) |
| 8 | [21.93.1]Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. 1. Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening |
| 9 | [6.1.2]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 10 | [6.14.1]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. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 11 | [6.33.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level 6. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 12 | [7.20.1]Brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) Please Enable Macros to View BoQ information |