Tender For Renewal By S.D.B.C. At Km 03, 13, 14, 15, 18, 19, 20, 21, 22, 26, 27, 28, 29 And 30 Of Puhana-Ikbalpur-Jhabreda-Gurukul Narsan Road In Assembly Constituency Jhabreda/Bhagwanpur Under Kumbh Mela-2027., Haridwar-Uttarakhand
TDR : 54967930
Tender Notice
BOQ
27 Days Left
Haridwar
Uttarakhand
Tender For Renewal By S.D.B.C. At Km 03, 13, 14, 15, 18, 19, 20, 21, 22, 26, 27, 28, 29 And 30 Of Puhana-Ikbalpur-Jhabreda-Gurukul Narsan Road In Assembly Constituency Jhabreda/Bhagwanpur Under Kumbh Mela-2027.
Name of Work:- Renewal by S.D.B.C. at Km 03, 13, 14, 15, 18, 19, 20, 21, 22, 26, 27, 28, 29 and 30 of Puhana–Ikbalpur–Jhabreda–Gurukul Narsan Road in Assembly Constituency Jhabreda/Bhagwanpur under Kumbh Mela-2027.
Sl. No.
Item Description
1
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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
2
Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. (Bitumen VG-10 @ 3.3% of the weight of mix has been used for analysis purpose. The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD) with Bitumen VG-30 * Recovery against difference of quantities of Bitumen and Aggregates shall be done according to bitumen content & Density found actually in field after execution/ Job Mix Formula/ Estimated which ever is less. (Estimated density 2.20 Tonne/Cum)
3
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% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects .Grading II - 10mm using VG - 30 bitumen (bituminous binder @ 5 % of mix)* Recovery against difference of quantities of Bitumen and Aggregates shall be done according to bitumen content & Density found actually in field after execution/ Job Mix Formula/ Estimated which ever is less. (Estimated density 2.303 Tonne/Cum)
4
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
5
Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and hole
6
Road Studs / Cat Eye:Providing and fixing of single mould twin shank reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive recommended by the manufacturer. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-DO.III and the length ,height and width of the body shall not be less than 100 mm, 15 mm and 90 mm and base of marker shall be flat within 1.3 mm and outermost faces of configuration of marker shall not deviate more than 1.3 mm from a flat surface. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The area of each retro reflectory surface shall not be less than 13.0 sq.cm. The slope or retro – reflectory surface shall be 35 + 5 degree to base. Each reflector shall have a CIL not less than values specified in table 1 of MORTH Section 800 page no. 353 and should accompany two year warranty for satisfactory field performance from the manufacturer.
7
Rumble StripsProvision of rumble strips of premix bituminous carpet, 25 mm high at centre, 300 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint. Please Enable Macros to View BoQ information
We takes all possible care for accurate & authentic tender information, however Users
are requested to refer Original source of Tender Notice / Tender Document published by
Tender Issuing Agency before taking any call regarding this tender.
