Renewal of 1- Ramnagar- Kaladungi-Haldwani- Kathgodam- Chorgalia Sitarganj Bijti Road Km 105(400),115 to 119 2- Nanakmatta Tikuri Ransali Km 1(400), Km 2 to 5 and Km 14 By SDBC F.Y 2022-23

Amount

WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Ramnagar- Kaladungi- Haldwani- Chorgaliya- Sitarganj- Bijti Road

Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mixmacadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. (By Mechanical Means with 1 km lead)

Nanakmatta Tikuri Ransali Road

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. including bitumen emulsion

Ramnagar- Kaladungi- Haldwani- Chorgaliya- Sitarganj- Bijti Road

Nanakmatta Tikuri Ransali Road

Bituminous Macadam Providing and laying bituminous macadam with hot mix ant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. Bitumen VG-10 @ 3.3% of the weight of mix has been used for analysis purpose The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD)

Ramnagar- Kaladungi- Haldwani- Chorgaliya- Sitarganj- Bijti Road

Nanakmatta Tikuri Ransali Road

Providing and laying Semi Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects Grading II - 10mm using Bitumen VG - 30

Ramnagar- Kaladungi- Haldwani- Chorgaliya- Sitarganj- Bijti Road

Nanakmatta Tikuri Ransali Road

Ramnagar- Kaladungi- Haldwani- Chorgaliya- Sitarganj- Bijti Road

Nanakmatta Tikuri Ransali Road

Maintenance of Earhen shoulder (stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903

Ramnagar- Kaladungi- Haldwani- Chorgaliya- Sitarganj- Bijti Road

Nanakmatta Tikuri Ransali Road

M/S SHRISAI CONSTRUCTION CO

m/s kumar infratech