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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 SWD 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, dismantling of RCC slab/ footpath and providing requisite labour etc. complete in all respect to the entire Satisfaction of Engineer -in -charge |
| 3 | Diversion of water flow and desilting and taking out of debris/silt rubbish etc. from RCC Box / RCC Storm water pipe line, manholes by Super Sucker Machine, desilting shall be supported by video/photograph at each location on daily basis inclusive of all material, labour, TandP temporary power connection with Generator Set of capacity at least 62 KVA and pump of 50 HP including provision of safety equipment as per guideline laid in (IS-972*1987) International standard, traffic control arrangements and proper lighting at night, barricading, display of sign board, insurance of workers and cleaning of site by removal from all hindrances/obstructions, unforseen items permission from other Deptt. shall be arranged with assistance of GMDA. The entire work complete in all respect to the satisfaction of Engineer -in -Charge. From Signature Tower to Atul Kataria Chowk size 1.50 x 1.20 Mtr |
| 4 | Diversion of water flow and desilting and taking out of debris/silt rubbish etc. from RCC Box / RCC Storm water pipe line, manholes by Super Sucker Machine, desilting shall be supported by video/photograph at each location on daily basis inclusive of all material, labour, TandP temporary power connection with Generator Set of capacity at least 62 KVA and pump of 50 HP including provision of safety equipment as per guideline laid in (IS-972*1987) International standard, traffic control arrangements and proper lighting at night, barricading, display of sign board, insurance of workers and cleaning of site by removal from all hindrances/obstructions, unforseen items permission from other Deptt. shall be arranged with assistance of GMDA. The entire work complete in all respect to the satisfaction of Engineer -in -Charge. From Atul Katria chowk to Mata Mandir size 2.40 x 1.65 Mtr |
| 5 | Diversion of water flow and desilting and taking out of debris/silt rubbish etc. from RCC Box / RCC Storm water pipe line, manholes by Super Sucker Machine, desilting shall be supported by video/photograph at each location on daily basis inclusive of all material, labour, TandP temporary power connection with Generator Set of capacity at least 62 KVA and pump of 50 HP including provision of safety equipment as per guideline laid in (IS-972*1987) International standard, traffic control arrangements and proper lighting at night, barricading, display of sign board, insurance of workers and cleaning of site by removal from all hindrances/obstructions, unforseen items permission from other Deptt. shall be arranged with assistance of GMDA. The entire work complete in all respect to the satisfaction of Engineer -in -Charge. From Mata Mandir to Bhimgarh Kheri size 3.65 x 1.80 Mtr |
| 6 | [12.50.1]Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 1. Fixed to steel windows by welding [Through Rate] |
| 7 | [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 [Through Rate] |
| 8 | [21.95.1]Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 1. 350 mm [Through Rate] |
| 9 | [21.95.5]Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 5. 600 mm [Through Rate] |
| 10 | [4.16.1.3]Excavating trenches of required width and depth for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m. 1.3. All kind of soil Pipes, cables etc, exceeding 300 mm dia but not exceeding 600 mm dia. [Through Rate] |
| 11 | [5.23.2]Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2. Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) [Through Rate] |
| 12 | [5.26]Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. [Through Rate] |
| 13 | [5.7.4]Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 4. In cement mortar [Through Rate] |
| 14 | [6.25.1]Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. 1. All works up to plinth level [Through Rate] |
| 15 | [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 Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more [Through Rate] |
| 16 | [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) [Through Rate] Please Enable Macros to View BoQ information |
