Karbi Anglong Autonomous Council Tender

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Karbi Anglong Autonomous Council - KAAC Tender

Eprocure
Opening Date8 May 2020
Closing Date15 May 2020
Tender Amount₹ 1,47,06,818 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Summary

Reconsruction Of Road From Dharamtul To Molesh Basti

Description

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Construction of Sub-grade and Earthen Shoulders Construction of of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading , grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 100 m as per Technical Specification Clause 303.1. (i) From private Land.

1272

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B. By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density,complete as per cl. 401( Including cost of testing of materials at site and laboratory as directed by the deptt.)

392

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Repair to pot holes by removal of failed material, trimming the side to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method filled with 75 mm B.M. appying bitumrn emulsion prime coat at the bottom and bitumen emulsion tack coat on sides and on bottom as per technical specification Clause 502 and 503

86.07

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Providing, 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 grade ad camber applying and booming , stone screening/ binding materials to fill-up the interstices of coarse aggregate watering and compacting to the required density Grading 1 as per Technical Specification clause 404 (A) By manual means With Gr-II material

196

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With Gr-III material

476

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Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 1.00 kg/sqm using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) (i) With Bitumen emulsion- CCS-1h

10125

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ii)Providingand applying Tack coat with bitumenemulsion (RS-1) using emulsion distributor @ 0.70-1.00 Kg/Sq m on prepared surface betuminous surface cleanedHydraulic broom as per Technical Specification Clause 503

10125

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Bituminous Macadam (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a pr(including carriage of mixed materials up to 10.0 Km initial lead from mixing plant ) ( Including cost of testing of materials at site and laboratory as directed by the deptt.)

318.75

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Semi - Dense Bituminous Concrete (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 to 50% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) 'E. Using cold mix Binder ( as per IRC:SP:100-2014)for Grading I ( 13 mm nominal size )

253.13

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