Housing Urban and Rular Development Government Departments Closing in 0 days TDR #56448074

Tender For Landslide Mitigation Of Kangra Airport West And Nh 154 Road Slope Stabilization Village Kuthman Tehsil Shahpur Distt. Kangra (H.P) (Balance Work) (Sh:- Construction Of Reinforced Soil Wall (R.S. Wall) On Upstream Side)

Issued by Government Departments · Kangra, Himachal Pradesh
Tender Value
99.70 Lakhs
Estimated cost
Bid Submission
22 Jul 2026
0 days left
EMD
1.99 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Kangra → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Landslide Mitigation Of Kangra Airport West And Nh 154 Road Slope Stabilization Village Kuthman Tehsil Shahpur Distt. Kangra (H.P) (Balance Work) (Sh:- Construction Of Reinforced Soil Wall (R.S. Wall) On Upstream Side)

BOQ

Name of Work:- Landslide Mitigation of Kangra Airport West and NH 154 Road Slope Stabilization village kuthman Tehsil Shahpur Distt. Kangra (H.P) (Balance Work) (SH:- Construction of Reinforced soil wall (R.S. Wall) on upstream side)
Sl. No. Item Description
1Supply and Installation of perforated pipe drainage geocomposite using Draintube 41 0 FTF 1 020 (Geotextile is 4 IO gm/sqm. I mini-drain pipe every one metre widthways) drainage geocomposite for dremage pull)Ose The Draintube consists of a mter layer, a drainage mat and mini pipes of 20mm diameter@ Im centre to centre spacing. The mini pipes have two perforations per corrugalion at 180\\" and alternating at 90·. at a gradient of i= 1 having in plane now capacity of 1 Us/m under 400 kPa during 100h testing. The drainage geocomposite shall not have any long term creep and/ or shall not allow any intrusion of the geotextile filter. which shall impact the long term drainage capacity. Drainage shall be very slticlly followed as per drawing and specifications in detail due to long term performance. Design shall be as per IRC SP 102 and MDRTH 3100. Manufacturer/Contractor/Designer shall provide minimum 10 years performance bond.
2Granular Sub base and reinforced material: Providing & filling in reinforced soil wall with available reinforcedfill material including all leads and lifts, including segregation, complete as per drawing and technical specification (Reference to MoRT&H's specification Clause 3100 and IRC:78 caluse 710.1.4) & 2200. as per the entire satisfaction and directions of Engineer-in-Charge, including carriage of material within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, toll tax,GST or any other taxes imposed by the Government
3Supply and installation of high tensile wiremesh consisting wire dla 3mm having minimum tensile strength of 150 KN / m and bearing resistance for punching I bursting strength should be 100 KN and shouldn't pass a stone size of 75mm dia. through mesh opening. The tensile strength of wire should be 1770 N/sqmm having with 95% Zn + 5% Al Class-B (Galran) Coating as per ISO 7989-2 for treatment of slopes, including all cost of material (net, boundary rope & rope anchor etc comprising the complete system), labour, speclal labour and T&P required to complete the work in all respect in accordance with drawings.Technical Specifications and as per the direction of Engineer-In-charge. Product Manufacturer shall have in-house test facility for conducting longitudinal tensile strength and punching resistance test and shall be responsible for carrying out both test (longitudlnal tensile strength and punching resistance) during POI per lot in presence or respresenlalive/s of E-i-C on his own expenses.
4Supply and fixing 3D net including all cost of labour, material and T&P required for proper completion of work. 3D net is tlghtweight three dimensional mat made of continuous filaments. 3D net are made of three dimensional structure consisting of UV stabilized non degradable Polypropylene/ Polyethylene/ Nylon or similar polymer fibres that are extruded or heat bonded/tangled at the contact points to provide a dimensionally stable Matrix for soil erosion protection with minimum tensile strength 2 kN/m In length direction & 1 kN/m In cross direction having minimum thickness 6.5mm and minimum mass per unit area 450 gsm.
5Hydroseedlng of soil slopes including mixing of seeds, mulch (meeting performance parameters as mentioned in technical specification), fertilizer and soH amendment products if required in hydroseeder machine with water and spraying the mixture with 100 product psi must pressure form a pump blanket on hilly within slopes 2 hours on of exposed application, sons, (endand oil erosion must be conlrolled after 2 hours of application) Including maintenance- for three months (watering 2-3 limes a day after 24 hours of hydroseeding) or till propagation of grasses and shrubs.
6Supply and Installation of ISO Certified Self Drilling Anchors (SDA) - 32 mm diameter, made of 40CR material with yield load more than or equal to 230 kN shall be used, it shall have a minimum drill hole diameter of 51mm. The base plate shall be of size (min.) 200 X 200 X 10mm, which should be secured with hexagonal nut, washer plate, base plate, coupler for connecting bars, drill bit etc. The exposed part of SDA, nuts and bearing plate shall be protected with suitable corrosion protection coating and complete as per detailed technical specifications and as directed by Engineer - In - Charge.as per drawing as per drawing and MORD technical specifications section 1300, including carriage of materials within all leads, lifts and other incidental. The rate is including octroi, royality, Malkana, toll tax, GST and any other taxes imposed by the Government. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56448074
AUTHORITY Government Departments
TENDER VALUE 99.70 Lakhs
LAST DATE 22-07-2026
Authority
Authority Name Public Works Department
Work Description Tender for Landslide Mitigation Of Kangra Airport West And Nh 154 Road Slope Stabilization Village Kuthman Tehsil Shahpur Distt. Kangra (H.P) (Balance Work) (Sh:- Construction Of Reinforced Soil Wall (R.S. Wall) On Upstream Side)
Basic Detail
Tender No NIT No.3135-85 Dt 08-07-2026
Bidding Type Tender
Location
City Kangra
State Himachal Pradesh
Key Dates
Publish Date 14 Jul 2026
Submission Date 22 Jul 2026
Open Date 22 Jul 2026
Finance
Tender Value 99.70 Lakhs
Tender Fee 2000
EMD 1.99 Lakhs
Exemption Not Available
Document List
Tendernotice_1 (10).pdf
56f21034-3032-4acc-8cf1-06fd6e273c8b.html
BOQ_205664.xls
SBD1.pdf

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Tender Timeline

Jul 14, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 22, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Today
Jul 22, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Today

Tender Documents

Download All (ZIP) ↓
pdf

Tendernotice_1 (10).pdf

html

56f21034-3032-4acc-8cf1-06fd6e273c8b.html

xls

BOQ_205664.xls

pdf

SBD1.pdf

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