Tender For Restoration Of Rain Damages On Badah Pahnallah To Shillihar (Rajgiri) Road Km. 0/000 To 19/700.. (Sh:- Construction Of Plain Cement Concrete Retaining Wall At Km-14/250 To 14/280)., Kullu-Himachal Pradesh
TDR : 54570682
Tender Notice
BOQ
2 Days Left
Kullu
Himachal Pradesh
Tender For Restoration Of Rain Damages On Badah Pahnallah To Shillihar (Rajgiri) Road Km. 0/000 To 19/700.. (Sh:- Construction Of Plain Cement Concrete Retaining Wall At Km-14/250 To 14/280).
Name of Work:- Restoration of rain damages on Badah Pahnallah to Shillihar (Rajgiri) road Km. 0/000 to 19/700.. (SH:- Construction of PCC Retaining wall at Km-14/250 to 14/280).
Sl. No.
Item Description
1
Excavation in hilly area in manual means including cutting and trimming of sides, slopes and disposal of excavated earth work with a lift upto 1.50 mtr (One point fifty metre) and lead up to 20 mtr (Twenty metre) as per drawing and technical specification clause 1603.1.1 within all kind of soil within all leads and lift of materials and as per direction of Engineer-in- charge.
2
Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, any dressing removal of stumps and other deleterious material and disposal upto any lead of 50 mtr (Fifty metre) and lift complete including dressing of sides and bottom and backfilling in trenches with excavated material in ordinary soil within all leads and lift of materials and as per direction of Engineer-in-charge.
3
Providing and laying concrete for plain/ reinforced concrete 1:6:12 (One cement :Six sand : Twelve graded stone) aggregate in open foundations complete as per drawing and technical specification clause 802,803,1202 and 1203 within all leads and lift including carriage of materials and as per direction of Engineer-in- charge.
4
Providing and laying concrete for plain/reinforcement conc. In open foundation as per drawing and technical specification clause 802,803,1202 and 1203 PCC grade 1:4:8 (One cement: Four sand: Eight graded stone) nominal mix within all leads and lift including carriage of materials and as per direction of Engineer-in- charge.
5
Providing weep holes in brick masonry/ stone masonry/plain reinforced concrete abutment, wing wall, return wall with 100mm (One hundred millimetre) dia PVC pipe extending through the full with of the structures with slope of 1(v):20 (H) towards drawing face complete as per drawing and technical specification clauses 614,709,1204.3.7. within all leads and lift of materials and as per direction of Engineer-in- charge.
6
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 Granular material. within all leads and lift including carriage of materials and as per direction of Engineer-in- charge. Please Enable Macros to View BoQ information
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