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| 1 | 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, unforeseen 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 Bhakhtawar chowk to Subhash chowk and Subhash chowk to under pass crossing toward Rajiv chowk size 3.0 x 1.80 Mtr |
| 2 | 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 arrangemnets 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 Subhash chowk to under pass crossing toward Rajiv chowk road crossing plus Jhrsa Red Light to Rajiv chowk along NH-48 size 1800 mm dia |
| 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 arrangemnets 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 Bhakhtawar chowk to Medanta Hospital size 800 mm dia |
| 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 arrangemnets 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. Along NH-48 Sector -31 Silver Jubilee park size 1400 mm dia |
| 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 arrangemnets 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. NH-48 Hero Honda Chowk to Hero Company Gate size 2.40 x 1.50 Mtr |
| 6 | 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 arrangemnets 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 Hero Company Gate to Temporary disposal sector 34 at Leg-III size 2.20 x 3.0 Mtr |
| 7 | 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 |
| 8 | [11.11.2]12 mm cement plaster finished with a floating coat of neat cement of mix : 2. 1:4 (1 cement: 4 fine sand) [Through Rate] |
| 9 | [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] |
| 10 | [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] |
| 11 | [34.49]Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces [Through Rate] |
| 12 | [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] |
| 13 | [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] |
| 14 | [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) [Through Rate] |
| 15 | [6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform [Through Rate] |
| 16 | [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] |
| 17 | [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 |
