Tender For Construction Of 4-Lane Mangaldoi Bypass (Nh-15) Starting At Ch: 26.400 And Terminating At Ch: 41.500 Under Rangia Nh Division (L=15.100 Km) In The State Of Assam Under Epc Mode- Nh(0)- (Maintenance Of Nh-L27d From Km 18.00 To Km 48.60 Unde, Rangia-Assam
TDR : 55934239
Tender Notice
BOQ
18 Days Left
Rangia
Assam
Tender For Construction Of 4-Lane Mangaldoi Bypass (Nh-15) Starting At Ch: 26.400 And Terminating At Ch: 41.500 Under Rangia Nh Division (L=15.100 Km) In The State Of Assam Under Epc Mode- Nh(0)- (Maintenance Of Nh-L27d From Km 18.00 To Km 48.60 Unde
Name of Work:- Construction of 4-Lane Mangaldoi Bypass (NH-15) starting at Ch: 26.400 and terminating at Ch: 41.500 under Rangia NH Division (L=15.100 Km) in the state of Assam under EPC mode- NH(0)- (Maintenance of NH-l27D from km 18.00 to km 48.60 under contingency provisions.)
Sl. No.
Item Description
1
Filling Pot- holes and Patch Repairs with - Bituminous concrete, 40mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, backfilling the pot holes with hot bituminous material as per clause 504, compacting , trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2. (Including all leads, lifts and carriage)(ii) for grading II Material
2
Tack coat'Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.) (I)With Bitumen emulsion CSS-1h , (b) dry & hungry bituminous surface
3
Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam 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 @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox 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. 507. complete in all respect. (Including all leads, lifts and carriage) (Including cost of testing of materials at site and laboratory as directed by the deptt.) '(A) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification) (III)'with VG-40 grade bitumen (ii) for GradingII(19 mm nominal size) Please Enable Macros to View BoQ information
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