Stg., by Pdg. 30mm thick Bituminous Concrete on existing road from Panipat to Dera Sikligarh (Rajakheri to Barana) in Distt. Panipat. (Re-Invited)

Amount

Providing and laying tack coat with bitumen VG-10 grade pressure distributor at the rate of 0.30 kg. per sqm. On the prepared bitumen/granular surface cleaned with mechanical broom including cost of bitumen as per clause No.503 (5th edition) 2013 as per MoRT&H Specification (N.S)

Providing and Laying 30 mm Compacted thickness of bituminous in (BC) in one layer with 100-120 TPH Batch Type Hot Mix Plant with bituminuous binder VG-30 @ 5.4% (minimum) and filler, transporting the Hot mix to work site, laying with a hydrostatic paver finisher having sufficient screed width so that the BC in full width of the carriage way is laid in single operation without any longititutinal joint with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and with pneumatic tyred roller (PTR) of 12 to 15 tonne weight with a tyre pressure of at least 0.56 MPa and tandem rollers to acheive the desired compaction as per MoRT&H specification (Vth revision)-2013 clause No. 507 complete in all respect. If bitumen required is more than 5.4% as per job mix including Waste Plastic material no extra payment will be made, Extra bitumen required will be considered as incidental to work. If bitumen required more than 5.4% as per job mix formula no extra payment will be made, extra bitumen required will be considered as incidental to work. Note:- Before carrying out bituminious work, coating & Striiping of bitumen aggregate mix is to be performed in accordance with IS-6241. if coating and stripping of bitumen aggregate mix is less than 95%, anti-stripping agent will be used by contractor. The anti-stripping agent should conform to the requirement as stipulated in IS 14982:2017. The cost so incurred will be considered as incidental to work and nothing extra shall be payable. The type and brand of anti-stripping agent along with procedure shall be approved by SE-in-charge in writting before start of work. A proper record of results be maintained and same shall be submitted along with bills by the contractor. Note:-Where there is only BC on existing black top,cracks shall be sealed as MoRT&H specification 5th revision clause No. 3004.3, which may consists of (1) Fog seal/or (ii) crack filling and or (iii) patch work repair as required at site in accordance with clause No. 3004.3.2, 3004.3.3 and 3004.2 of MoRT&H specifiaction 5th revision respectively. Proper measurement and consumption shall be entered in MB for cracks sealed but no payment on this account shall be made as crack filling is incidental to work.

Providing & fixing public information board consisting of 75 mm GI Pipe of size 2.45 m x 1.15 m with 900 mm x 900 mm GI sheet 16 gauge connected/ welded with 5 mm thick steel plate of 50 mm duly painted as per column mentioned in the Drawing and fixing at site in 60 x 60 x 75 cm cement concrete 1:2:4 block complete in all respect. Note:- Incase of any discrepency found in nomenclature/ unit of item of BOQ depicted in the DNIT. The nomenclature/unit of MORTH (5th) revision/ HSR shall be applicable.

rameher contractor