Tender For Renewal Work Of Chandak Bans Aawalaghat Motor Road In Km 25, 26 And 27 By Sdbc Under Annual Maintenance Year 2025-26, Pithoragarh-Uttarakhand
TDR : 48672622
Tender Notice
BOQ
Expired
Pithoragarh
Uttarakhand
Tender For Renewal Work Of Chandak Bans Aawalaghat Motor Road In Km 25, 26 And 27 By Sdbc Under Annual Maintenance Year 2025-26
Name of Work:Reneual Work of Chandak Bans Aawalaghat motor road in km 25, 26 and 27 By SDBC under Annual Maintenance year 2025-26
Sl. No.
Item Description
1
WBM Grading 3Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper
2
Bituminous MacadamProviding and laying bituminous macadam with hot mix plant 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)with Bitumen VG-10
3
Tack coat using VG-10 grade bitumenOver normal bituminous surfaces @0.35kg/sqm,
4
Providing and laying Semi Dense Bituminous Concrete with the use of batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder 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 respectsGrading II - 10mm using VG - 10 bitumen (bituminous binder @ 5 % of mix)
5
Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lea
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