Tender For Renewal Of Internal Link Road In Siddgarbaiyang (Sheesambagh) Of Kalyanpur Link Roads And Interior Of The Rehabilitated Area., Sitarganj-Uttarakhand
TDR : 55524307
Tender Notice
Corrigendum Details
BOQ
Expired
Sitarganj
Uttarakhand
Corrigendum : Tender For Renewal Of Internal Link Road In Siddgarbaiyang (Sheesambagh) Of Kalyanpur Link Roads And Interior Of The Rehabilitated Area.
Name of Work:- Renewal of Internal Link Road In Siddgarbaiyang (Sheesambagh) of Kalyanpur Link roads and interior of the rehabilitated area.
Sl. No.
Item Description
1
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. By Mechanical Means
2
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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
3
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen)Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.Case - II By Mechanical Means Bitumen (VG-30)
4
Seal Coat with Emulsion Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 Type B
5
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
6
Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 Please Enable Macros to View BoQ information
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