Tender For Restoration Of Rain And Snow Damages On Sach To Towan Road Km 0/0 To 24/290 (Sub-Head:-Construction Of Wire Crate In Retaining Wall At Rd 3/368 To 3/435.50) Pdna 2025, Chamba-Himachal Pradesh
TDR : 55222155
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Chamba
Himachal Pradesh
Tender For Restoration Of Rain And Snow Damages On Sach To Towan Road Km 0/0 To 24/290 (Sub-Head:-Construction Of Wire Crate In Retaining Wall At Rd 3/368 To 3/435.50) Pdna 2025
Name of Work:- Restoration of Rain and Snow damages on Sach to Towan road km 0/0 to 24/290 (Sub-Head:-Construction of Wire crate in R/wall at Rd 3/368 to 3/435.50) PDNA 2025
Sl. No.
Item Description
1
Earth work in excavation for structure and in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rock, chiseling /wedging out rocks ( Where blasting is prohibited) for retaining walls, breast walls, culverts, drains and parapets etcetera as per drawings and M.O.R.D. technical specification clause 305.1 and as per direction of the Engineer- In – Charge, including setting out, construction of shoring and bracing , removal of stumps and other deleterious materials and disposal of materials upto any lead and upto lift including dressing of sides and bottom and back filling in trenches with excavated suitable approved material to the original surface in layers not exceeding 150mm ( one hundred fifty millimeters) compacted thickness including pumping and bailing out water (surface and sub soil water ) upto any depth and any quantum of water including cleaning of slush which may arrise out during dewatering. and as per directions of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation all leads, lifts and other incidental complete in all respect. . Any loss to the public / private property during the course of execution shall be the absolute responsibility of the contractor which shall have to be duly compensated by him in all cases .
2
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS ;280 and IS; 4826 in 100mm X100mm mesh including10 perecent extra for laps and joints laid with stone boulders weight not less then 25kg. each as per drawing and techanical specification clause 1301. as per direction of the Engineer-in-charge including carriage of materials within all leads and lifts and other incidentials.The rate including octroi,royality, Malkana toll tax ,sale tax or other taxes imposed by the Goverment.
3
Back filling with granular material behind abutments, wing walls, return walls complete as per drawing and M.O.R.D. technical specification clause 1204.3.8 and as per directions of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation all leads, lifts and other incidental complete in all respect. Please Enable Macros to View BoQ information
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