Tender For Restoration Of The Damaged Protection Works Of The Aqueduct Affected (R.D. 265.80 M To R.D. 570.00 M) Over Sukhral Khad Of Ravi Canal During The Unprecedented Flood 2025., Pathankot-Punjab
TDR : 55198098
Tender Notice
BOQ
22 Days Left
Pathankot
Punjab
Tender For Restoration Of The Damaged Protection Works Of The Aqueduct Affected (R.D. 265.80 M To R.D. 570.00 M) Over Sukhral Khad Of Ravi Canal During The Unprecedented Flood 2025.
Name of Work:- Restoration of the damaged protection works of the aqueduct affected (R.D. 265.80 m to R.D. 570.00 m) over Sukhral Khad of Ravi Canal during the unprecedented flood 2025.
Sl. No.
Item Description
1
Restoration of the damaged protection works of the aqueduct affected
2
Providing and constructing gabian structures for erosion control, river training works and protection works with wire crates of size 2 m x 1 m x 0.3 m each divided into 1m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 mm x 100mm, filled with boulders with least dimension of 200 mm, all loose ends to be securely tied with 4 mm galvanised steel wire.
3
Running and maintenance of pumping set 8 H.P./ Generator set for dewatering arrangements complete in all respects
4
Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below:- ((a)) Top Layer:Top layer :Top Layer:Top layer : ----- Fine sand screened, cleaned and washed and graded (effective size 0.2 to 0.4mm with uniformity coefficient 2.00 to 3.00) from Pathankot or other approved source.
5
Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications. (B) Random Rubble Masonry
6
Excavation in Soil (any type) using Hydraulic Excavator CK 90 withhydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.
7
Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads. a) Disposal/carraige from 0 upto 450m.
8
Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads. b) Disposal/ carraige additional beyond 450m upto 1Km
9
Compaction (i)) Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.
10
((ii)) Extra for watering the earth/fly ash laid in 20 clayers as per specifications for compaction.
11
((iii)) Extra for rolling to specifications.
12
Cement concrete 1:3:6. (a) with stone ballast or shingle (ii) mixing by mechanical means using concrete mixer volumetric type
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Cement concrete 1:2:4 (a) With stone ballast or shingle (ii) mixing by mechanical means using concrete mixer volumetric type
14
(9.1) Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) Please Enable Macros to View BoQ information
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