Desilting of 1200mm i/d mas...

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.

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[11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate]

[21.113.17]De-silting of sewer lines by providing pumping system and temporary bypass arrangements (rising mains) to maintain flow, including removal of silt, sludge and debris using mechanical equipment. The work includes stacking, site cleaning, and safe disposal within municipal limits as directed by Engineer-in-Charge. Item also includes all safety measures (gas detectors, ventilation, barricading, lighting, traffic control, signboards), as guidelines laid in IS- 11972 (1987), insurance of workmen, and provision of all materials, labour, tools, plants, temporary power with standby, removal of malba, and all incidental works complete in all respect as per satisfaction of Engineer-in-Charge. 17. 1200 mm [Through Rate]

[21.114]Locating buried manholes through magnetic tracking process / appropriate technology in all types of soil conditions by the use of universal precision cable and manhole locator including marking the estimated findings on the plan of the area and making recommendations for related work execution location as per the stipulated specifications and direction of Engineer in charge [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]

[6.1.2A]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: 2A. 1:2:4 (1 cement : 2 coarse sand(zone-III) including manufactured sand derived from Recycled concrete aggregate (RCA) up to 25% : 4 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 25% ) [Rate]

[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]

[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]