Improvements to road from Dommasandra to Muttanallur cross via Kodati J H C Wipro S E Z Ambedkar colony Mullur Ravishankar Vidyamandira Sulikunte colony from Km 1 50 to Km 6 51 selected reaches in Bengaluru east Taluka Bengaluru urban District Job N

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned including removal and disposal of top organic soil not exceeding 150 mm in thickness including all labour, usage charges of with all lead, lift, loading, unloading, transportation, machinery etc., complete. (ii) (A) By Mechanical Means in Light Jungle using Dozer and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges.

Surface Drain in Soil (New): Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment including with all lead, lifts, loading, unloading, transporatation, all labour, usage charges of all machinery etc., complete Mechanical means and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges.

Excavaton in soil using Hydraulic Excavator and Tippers with Disposal: Excavation for roadwrk in soil by hydraulicexcavator including cutting and loading in tippers, trimming bottom ans side slopes, in accordance with requirements of lines, grades and cross sections and transporting to the embankment location, with all lifts and lead, including all labour, load, unload, usage charges of all machinery etc, completeand as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. .

Construction of Embankment with Material Deposited from Roadway Cutting: Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. laid in layers not exceeding 250 mm loose thickness, spreading, breaking clods, removal of roots and other organic materials to the required line, grade and cross section including watering, spreading, grading by motor grader and consolidation by roller with desired field density not less than 95% of maximum dry density , including all lead, lifts, loading, unloading, transportation, all labour, usage charges of all machinery etc., complete, and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges.

Construction of Embankment with Material obtained from Borrow pits: Construction of embankment with approved material obtained from borrow pits laid in layers not exceeding 250 mm loose thickness, spreading, breaking clods, removal of roots and other organic materials to the required line, grade and cross section including watering, consolidation by roller to the desired field density not less than 95% of maximum dry density including all lead, lifts, loading, unloading, transportation all labour, usage charges of all machinery etc., complete as per table 300-2, and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges.

Granular Sub-Base with Close/Coarse Graded Material (Table:- 400-1) Plant mix method: Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 including protection of edges of GSB layer, cost of all materials, labour, usage charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading all lead, lifts, transportation etc., complete (Compacted thickness) Grading-II Material (Close graded) and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. As per job mix.

Wet Mix Macadam (Plant Mix Method): Providing laying, spreading and compacting of graded stone aggregates as per Table 400-12 & 400-13, to wet mix maacadam specification including premixng the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to work site , laying in uniform layers in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density of 98% including protection of edges of WMM layer, cost of all materials, labour, usage charges of machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading, all lead and lift etc., complete (Compacted Thickness) Laying using Grader and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. As per Mix design.

Prime Coat over WMM/WBM - Providing and applying primer coat with SS1 bitumen emulsion complying IS-8887 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. as per table-500-3, including cost of all materials, labour, usage charges of all machinery, with all lead, lift, loading & unloading etc., complete, as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges.

Tack coat on Granular surfces: Providing and applying tack coat with bitumen emulsion (RS1) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with mechanical broom & dusting by air compressor and spraying including cost of all materials, labour, usage charges of all machinery, with all lead, lift, loading & unloading etc., complete, and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges.

Tack coat on Bituminous surfces: Providing and applying tack coat with VG 10 grade bitumen using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom & dusting by air compressor and spraying including cost of all materials, labour, usage charges of all machinery, with all lead, lift, loading & unloading etc., complete, and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges.