Tender For Improvement & Metalling Rotanwala To Kolka Babasani Road Sub Division Baddi Division Nalagarh.(Sh :- Providing And Laying G-Iii & Metallic And Tarring In Between Km. 10/000 To 11/000 & U Shape Drain At Various Reaches (Under Mmsrry), Nalagarh-Himachal Pradesh
TDR : 55110693
Tender Notice
BOQ
5 Days Left
Nalagarh
Himachal Pradesh
Tender For Improvement & Metalling Rotanwala To Kolka Babasani Road Sub Division Baddi Division Nalagarh.(Sh :- providing and laying G-Iii & metallic and tarring In Between Km. 10/000 To 11/000 & U Shape Drain At Various Reaches (Under Mmsrry)
Name of Work:- Improvement & Metalling Rotanwala to Kolka Babasani road Sub Division Baddi Division Nalagarh.(SH :- P/L G-III & M/T in between Km. 10/000 to 11/000 & U Shape drain at various reaches (Under MMSRRY)
Sl. No.
Item Description
1
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting binding materials to the required density Grading -III as per Technical Specification Clause 405 by mechnical means including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads, lifts and all incidental charges.
2
Providing and applying Prime coat with bitumen VG-10 on prepared surface of granular base including cleaning of road surface and spraying primer @ 0.85-1.00 Kg / Sqm using mechanical means and with in all leads and lifts and as per entire satisfaction of the Engineer-in-charge.
3
Providing, laying and rolling of close-graded Mix Seal Surfacing surfacing material of 25 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) @ 0.338 kg/per ten square meteraggregates using penetration grade bitumen @ ie binders content @23.75kg/10 sqm or 5.11% by weight and minimum density of MSS should be 2.10 gram /cc to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509including all leads , Lifts and carriage of materials complete as per entire saisfication of the Engineer in Charge.
4
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. including carriage of material labour and equipment within all leads and lifts as per the directions and entire satisfaction of Engineer-in -Charge.
5
Providing and laying mechanically mixed and vibrated plain cement concrete in foundation for all type of structure complete of plain concrete nominal mix 1:4:8 (one cement isto four sand isto eight graded stone agreegate 40 mm (forty millimetre) nominal size). including hauling / carriage of all labour equipments and materials to various locations through all modes of transporations in all leads and lifts to the entire satisfaction as per direction of Engineer-in-charge
6
Providing and laying mechanically mixed and vibrated plain cement concrete in open foundation for all type of structure complete of plain concrete nominal mix 1:3:6 (one cement isto three sand isto six graded stone agreegate. including hauling / carriage of all labour equipments and materials to various locations through all modes of transporations in all leads and lifts to the entire satisfaction as per direction of Engineer-in-charge
7
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full hieght compacted to firm condition complete as per drawing and techanical specification clause 1204.03.8. including carriage of material with in all lead and as per the direction nd entire satisfaction of Engineer-in charge.
8
Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending hrough the full with of the structures with slop of 1(v):20(H) towards drawing ace complete as per drawing and technical specification clauses 614, 709, 1204.3.7 including carriage of material with in all lead and as per the direction nd entire satisfaction of Engineer-in charge. Please Enable Macros to View BoQ information
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