Tender For Restoration Of Rain Damages On Padhar Balh Road Km. 0/00 To 18/500. (Pdna -2023). (Sub Head: - Construction Of Retaining Wall At R.D. 2/530 To 2/550)., Padhar-Himachal Pradesh
TDR : 55171638
Tender Notice
BOQ
5 Days Left
Padhar
Himachal Pradesh
Tender For Restoration Of Rain Damages On Padhar Balh Road Km. 0/00 To 18/500. (Pdna -2023). (Sub Head: - Construction Of Retaining Wall At R.D. 2/530 To 2/550).
Name of Work:- Restoration of rain damages on Padhar Balh road km. 0/00 to 18/500. (PDNA -2023). (Sub Head: - Construction of Retaining wall at R.D. 2/530 to 2/550).
Sl. No.
Item Description
1
Earth work in excavation for structures for all kinds of soil as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto any lead, dressing of sides and bottoms and back filling in trenches with excavated suitable materials complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.
2
Providing and laying concrete for plain / reinforced concrete in open foundations complete as per drawing and technical specification clauses 802,803,1202 & 1203. Plain cement concrete nominal mix 1:4:8 (one cement : four sand : eight graded, crushed stone aggregate 40mm (forty millimetre) nominal size) curing complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.
3
Providing and laying concrete for plain / reinforced concrete in open foundations complete as per drawing and technical specification clauses 802,803,1202 & 1203. Plain cement concrete nominal mix 1:5:10 (one cement : five sand : Ten graded, crushed stone aggregate 40mm (forty millimetre) nominal size) curing complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.
4
Providing weep hole in brick masonry/ stone masonry / plain reinforced concrete abutment , wing wall, return wall with 100mm dia.(one hundred millimetre diametre) PVC pipe extending through the full width of the structures with slope of 1V:20H (one vertical isto twenty horizontal) towards drawing face complete as per drawing and technical specifications clauses 614,709,1204.3.7 including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.
5
Back filling behind abutment wing wall and return wall complete as per Drawing and technical specifications clause 1204.3.8 Granular material complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge. Please Enable Macros to View BoQ information
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