Desilting of Chakkarpur dra...

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

Providing survey by Camera after desilting and proper cleaning of existing surface drain for inspection and condition of pipe line and submit the soft / hard copy of the result showing the location and date of survey complete in all respect to the entire satisfaction of Engineer -In –Charge

Desilting and taking out of debris/silt rubbish etc. from RCC Box / RCC pipe Storm water drain, manholes by High power Super Sucker Machine 180 HP to 400 HP, shall be supported by video/photograph at each location on daily basis inclusive of all material, labour, TandP 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. of size 1600 mm

Desilting of surface drain size 2.0 x1.5 mtr including disposal of silt on the designated location decided by MCG/GMDA

Diversion of water flowing in drain with pumping machinery of suitable size, DG sets, HSD, operator, required labour with plugging/cleaning of manhole including all other required accessories complete in all respect as per satisfaction of Engineer -in -Charge. 1600 mm dia

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[11.5.1]12 mm cement plaster of mix : 1. 1:2 (1 cement: 2 fine sand) [Through Rate]

[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]

[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]

[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]

[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]

[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]

[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]