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Various Civil Works At 132Kv Dhemaji Gss Construction Of Approach Road And Laying Of Semi Dense Bituminous Concrete On Existing Colony And Gsss Roads Of 132Kv Dhemaji Gss, dhemaji-Assam

Assam Electricity Grid Corporation Limited-AEGC has published Various Civil Works At 132Kv Dhemaji Gss Construction Of Approach Road And Laying Of Semi Dense Bituminous Concrete On Existing Colony And Gsss Roads Of 132Kv Dhemaji Gss. Submission Date for this Tender is 18-03-2024. Road Work Tenders in dhemaji Assam. Bidders can get complete Tender details and download the document.




Tender Notice

42159824
Various Civil Works At 132Kv Dhemaji Gss Construction Of Approach Road And Laying Of Semi Dense Bituminous Concrete On Existing Colony And Gsss Roads Of 132Kv Dhemaji Gss
Open Tender
Indian
Assam
dhemaji
18-03-2024

Tender Details

Various Civil Works At 132Kv Dhemaji Gss Construction Of Approach Road And Laying Of Semi Dense Bituminous Concrete On Existing Colony And Gsss Roads Of 132Kv Dhemaji Gss

Key Value

Document Fees
INR 1000 /-
EMD
INR 35100.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: Construction of Approach Road of 132kV GSS, AEGCL, Dhemaji
Sl. No. Item Description
1Construction of embankment with material obtained from borrow pits, construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required of tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause. (a) Private Land
2Construction of sub-grade and earthen shouldersconstruction of sub grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporating to site, spreading, grading to required slope and compacting to meet required of table 300.2 with lead upto 1000m as per technical specification clause. (a) Private Land
3(A) By mix in place Method -Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepare surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification clause 401. (ii) For Grading Material (Gr-II)
4Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel 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 2 as per Technical Specification Clause 405. A) By Manual Means Using stone screening Type-B 11.2 mm for Gr.II
5Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel 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. A) By Manual Means Using stone screening Type-B 11.2 mm for Gr.III
6Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
7Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor 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.
8Semi - 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 5% 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.) "With hydrated lime/ cement as filler (refer table 500-9 of MoSRT&H specification) for Grading II (10 mm nominal size)
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