Tender For Restoration Of Rain Damages On Tandu Mathanuol Road Km. 0/00 To 4/700. (Pdna -2023). (Sub Head: - Construction Of Breast Wall At R.D. 0/575 To 0/595, 0/640 To 0/650, 0/915 To 0/930, 1/460 To 1/470, 1/900 To 1/915, 3/225 To 3/235, 4/195 To, Mandi-Himachal Pradesh
TDR : 55171639
Tender Notice
BOQ
5 Days Left
Mandi
Himachal Pradesh
Tender For Restoration Of Rain Damages On Tandu Mathanuol Road Km. 0/00 To 4/700. (Pdna -2023). (Sub Head: - Construction Of Breast Wall At R.D. 0/575 To 0/595, 0/640 To 0/650, 0/915 To 0/930, 1/460 To 1/470, 1/900 To 1/915, 3/225 To 3/235, 4/195 To
Name of Work:- Restoration of rain damages on Tandu Mathanuol road km. 0/00 to 4/700. (PDNA -2023). (Sub Head: - Construction of Breast wall at R.D. 0/575 to 0/595, 0/640 to 0/650, 0/915 to 0/930, 1/460 to 1/470, 1/900 to 1/915, 3/225 to 3/235, 4/195 to 4/210 and 4/470 to 4/480).
Sl. No.
Item Description
1
Excavation in soil in hilly area in ordinary rock not required blasting by mechanical means for all kinds of soil including cutting and trimming of side slopes and disposing of cut materials with a lift upto 1.5 meter (one point five) and lead upto 20 (twenty meter) as per technical specification clause 1603.2. including carriage of material and other incidental charges complete in all respect as per direction of Engineer-in-Charge.
2
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.
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. Please Enable Macros to View BoQ information
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