Tender For Renewal Work By S.D.B.C. In Various Roads Of Nanakmatta Vidhan Sabha Under Annual Repair 2023-24 (1) Nh-125 Km 12 To Nanakmattta Gurudwra Sahib And Bauli Sahib To Tapera Bajar Link Road Including Ntr Road (2) Khempur Mateeha To Bijti Road, Nanakmatta-Uttarakhand
TDR : 37138961
Tender Notice
BOQ
Expired
Nanakmatta
Uttarakhand
Tender For Renewal Work By S.D.B.C. In Various Roads Of Nanakmatta Vidhan Sabha Under Annual Repair 2023-24 (1) Nh-125 Km 12 To Nanakmattta Gurudwra Sahib And Bauli Sahib To Tapera Bajar Link Road Including Ntr Road (2) Khempur Mateeha To Bijti Road
Name of Work: Renewal work by S.D.B.C. in various roads of Nanakmatta Vidhan Sabha under Annual Repair 2023-24 (1) NH-125 Km 12 to Nanakmattta Gurudwra Sahib and Bauli Sahib to Tapera Bajar Link Road including NTR Road (2) Khempur Mateeha to Bijti Road
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. (By Mechanical Means with 1 km lead)
2
Tack coat using VG-10 grade bitumen Over dry and hungry bituminous surfaces @0.40 kg/sqm
3
Bituminous Macadam Providing and laying bituminous macadam with hot mix ant 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)
4
Semi Dense Bituminous Concrete with Warm Mix Technology 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, filler and warm mix additive @ 0.4% by weight of bitumen 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 I - 13mm using Bitumen VG - 30 (bituminous binder @ 4.5 % of mix)
5
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
6
Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903
7
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 fromstreaks and holes.
8
Road Studs / Cat Eye:Providing and fixing Bi-directional Road Studs (Cat Eye) / Reflective Pavement Marker (RPM) with single body twin shank and plastic body moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (Hi-impact Polystyrene) or ABS (Acrylonitrile Butadiene Styrene) or any other suitable material approved by Engineer in charge (Marker must support a load of 13635 kg tested in accordance with ASTM D 4280 and Reflective lenses conforming to ASTM D 788 or equivalent) bonded or anchored within the road surface for lane marking and delineation for night time visibility as per Clause No. 1707 of MORD and 804 of MORTH specifications. The RPM must have reflective panels with micro prismatic lens where area of each retro reflective surface shall not be less than
9
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix (1:2:4)
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