Tender For Annual Maintenance Fund, The Work Of Renovation On The Ramnagar Kaladhungi Haldwani Kathgodam Chorgalia Sitarganj Bijti State Highway In The Kaladhungi Assembly Constituency By S.D.B.C.C, Haldwani-Uttarakhand
TDR : 54554047
Tender Notice
BOQ
11 Days Left
Haldwani
Uttarakhand
Tender For Annual Maintenance Fund, The Work Of Renovation On The Ramnagar Kaladhungi Haldwani Kathgodam Chorgalia Sitarganj Bijti State Highway In The Kaladhungi Assembly Constituency By S.D.B.C.C
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Sl. No.
Item Description
1
Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. (Mord 4-9)
2
Tack coat using VG-10 grade bitumen Over normal bituminous surfaces @0.35kg/sqm,
3
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 previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction Bituminous Macadam using VG 30 (60/70 Pen. Grade) (Grading II) using 3.3% VG-30 Bitumen(By weight of total mix) (Density 2.20 gram/cc) rate shall be adjusted as per after complation of work as per job mix formula/actual construction. (Mord 5-3-2)
4
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 @ 5 percent 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 SDBC for Grading I ( 13 mm nominal size ) using VG - 30 SDBC Grading II using 5% Bitumen(By weight of total mix) (Density 2.31 gram/cc) rate shall be adjusted as per after complation of work as per job mix formula/actual construction. (MISCELANEOUS 8-4-3)
5
Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thickess 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 holes. (MISCELLANEOUS 5-10)
6
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. (MISCELLANEOUS 5-2) Please Enable Macros to View BoQ information
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