Water Resources and Irrigation Government Departments Closing in 6 days TDR #58291878

Tender For Augmentation And Extension Of Lis Barli In Tehsil Nurpur Distt. Kangra (Hp) (Sub Head:- Construction Of Reinforced Cement Concrete Feeder Channel To Divert The Flow Of Water)

Issued by Government Departments · Kangra, Himachal Pradesh
Tender Value
3.43 Lakhs
Estimated cost
Bid Submission
07 Nov 2026
6 days left
EMD
6880
Bank guarantee accepted
Document Fee
350
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 Augmentation And Extension Of Lis Barli In Tehsil Nurpur Distt. Kangra (Hp) (Sub Head:- Construction Of Reinforced Cement Concrete Feeder Channel To Divert The Flow Of Water) , Excavation In Foundations Trenches Etc. In Earth Work In All Kinds Of Soil Such As Pick Work, Jumper Work, Blasting Work In Hard/ Soft Rocks, Chiselling / Wedgeing Out Of Hard /Soft Rock Including Dewatering In Saturated Soil Upto All Leads And Lifts Stacking The Excavated Soil / Materials Not More Than 3 Metres Clear From The Edge Of Excavation And Then Returning The Stacked Soil In 15 Centimetre Layers When Required Into Plinths Side Of Foundations Etc., Consoildating Each Deposited Layer By Ramming And Watering And Then Disposing Of All Surplus Excavated Earth Within All Leads And Lifts As Per The Direction Of Engineer-In -Charge. , Providing And Laying Cement Concrete 1:4:8 ( 1 Cement : 4 Sand: 8 Graded Stone Aggregate 40Mm Nominal Size) Excluding Cost Of Centring And Shuttering In Foundation And Plinth Within All Leads And Lifts As Per The Direction Of Engineer-In-Charge. , Providing And Laying Cement Concrete 1:2:4(1Cement:2Sand:4Graded Stone Agg., 20Mm Nominal Size) And Curing Complete Excluding Cost Of Form Work And Reinforcement For Reinforced Concrete Work In :- , In Foundation, Footings, Bases Of Columns And The Like And Mass Concrete Within All Leads And Lifts As Per The Directions And Satisfactions Of The Engineer-In-Charge. , In Walls (Any Thickness) But Not Less Than 0.10 Metre Thickness Including Attached Pillasters,Buttresses,Plinth And String Courses Etc.From Top Of Foundation Level Upto Any Floor Level Within All Leads And Lifts As Per The Directions And Satisfactions Of The Engineer-In-Charge. , Providing Form Work With Steel Plates 3.15 Milimetre Thick Welding With Angle Iron In Frame 30X30x5 Milimetre, So As To Give Fair Finish Including Centering, Shuttering Strutting And Propping Etc. With Wooden Battens And Ballies, Height Of Propping And Centring Below Supporting Floor To Ceiling Not Exceeding 4 Metres And Removal Of The Same For In-Situ-Reinforced Concrete And Plain Concrete Work In:- , Foundation Footings And Bases Of Column I.E. Siesmic Band At Plinth Level Complete In All Respect Within All Eads And Lifts As Per Direction Of Engineer-In-Charge. , Vertical Surfaces Such As Walls (Any Thickness) Partitions And The Like Including Attached Pillasters, Buttresses, Plinth And String Courses And The Like Within All Leads And Lifts As Per The Direction Of Engineer-In Charge. , Providing And Laying Mild Steel / Tor Steel Reinforcement For Rcc.Work Including Bending,Binding And Placing In Position Complete Upto Any Floor Within All Leads And Lifts As Per The Directions And Satisfactions Of The Engineer-In-Charge.

BOQ

Name of Work:- Augmentation and extension of LIS Barli in Tehsil Nurpur Distt. Kangra (HP) (Sub head:- Construction of R.C.C. feeder channel to divert the flow of water)
Sl. No. Item Description
1Excavation in foundations trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work in hard/ soft rocks, chiselling / wedgeing out of hard /soft rock including dewatering in saturated soil upto all leads and lifts stacking the excavated soil / materials not more than 3 metres clear from the edge of excavation and then returning the stacked soil in 15 centimetre layers when required into plinths side of foundations etc., consoildating each deposited layer by ramming and watering and then disposing of all surplus excavated earth within all leads and lifts as per the direction of Engineer-in -Charge.
2Providing and laying cement concrete 1:4:8 ( 1 cement : 4 sand: 8 graded stone aggregate 40mm nominal size) excluding cost of centring and shuttering in foundation and plinth within all leads and lifts as per the direction of Engineer-in-Charge.
3Providing and laying cement concrete 1:2:4(1cement:2sand:4graded stone agg., 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :-
4In foundation, footings, bases of columns and the like and mass concrete within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge.
5In walls (any thickness) but not less than 0.10 Metre thickness including attached pillasters,buttresses,plinth and string courses etc.from top of foundation level upto any floor level within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge.
6Providing form work with steel plates 3.15 milimetre thick welding with angle iron in frame 30x30x5 milimetre, so as to give fair finish including centering, shuttering strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 metres and removal of the same for in-situ-reinforced concrete and plain concrete work in:-
7Foundation footings and bases of column i.e. Siesmic band at plinth level complete in all respect within all eads and lifts as per direction of Engineer-in-charge.
8Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses, plinth and string courses and the like within all leads and lifts as per the direction of Engineer-in Charge.
9Providing and laying mild steel / tor steel reinforcement for RCC.work including bending,binding and placing in position complete upto any floor within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58291878
AUTHORITY Government Departments
TENDER VALUE 3.43 Lakhs
LAST DATE 07-11-2026
Authority
Authority Name Irrigation And Public Health Department
Work Description Tender for Augmentation And Extension Of Lis Barli In Tehsil Nurpur Distt. Kangra (Hp) (Sub Head:- Construction Of Reinforced Cement Concrete Feeder Channel To Divert The Flow Of Water) , Excavation In Foundations Trenches Etc. In Earth Work In All Kinds Of Soil Such As Pick Work, Jumper Work, Blasting Work In Hard/ Soft Rocks, Chiselling / Wedgeing Out Of Hard /Soft Rock Including Dewatering In Saturated Soil Upto All Leads And Lifts Stacking The Excavated Soil / Materials Not More Than 3 Metres Clear From The Edge Of Excavation And Then Returning The Stacked Soil In 15 Centimetre Layers When Required Into Plinths Side Of Foundations Etc., Consoildating Each Deposited Layer By Ramming And Watering And Then Disposing Of All Surplus Excavated Earth Within All Leads And Lifts As Per The Direction Of Engineer-In -Charge. , Providing And Laying Cement Concrete 1:4:8 ( 1 Cement : 4 Sand: 8 Graded Stone Aggregate 40Mm Nominal Size) Excluding Cost Of Centring And Shuttering In Foundation And Plinth Within All Leads And Lifts As Per The Direction Of Engineer-In-Charge. , Providing And Laying Cement Concrete 1:2:4(1Cement:2Sand:4Graded Stone Agg., 20Mm Nominal Size) And Curing Complete Excluding Cost Of Form Work And Reinforcement For Reinforced Concrete Work In :- , In Foundation, Footings, Bases Of Columns And The Like And Mass Concrete Within All Leads And Lifts As Per The Directions And Satisfactions Of The Engineer-In-Charge. , In Walls (Any Thickness) But Not Less Than 0.10 Metre Thickness Including Attached Pillasters,Buttresses,Plinth And String Courses Etc.From Top Of Foundation Level Upto Any Floor Level Within All Leads And Lifts As Per The Directions And Satisfactions Of The Engineer-In-Charge. , Providing Form Work With Steel Plates 3.15 Milimetre Thick Welding With Angle Iron In Frame 30X30x5 Milimetre, So As To Give Fair Finish Including Centering, Shuttering Strutting And Propping Etc. With Wooden Battens And Ballies, Height Of Propping And Centring Below Supporting Floor To Ceiling Not Exceeding 4 Metres And Removal Of The Same For In-Situ-Reinforced Concrete And Plain Concrete Work In:- , Foundation Footings And Bases Of Column I.E. Siesmic Band At Plinth Level Complete In All Respect Within All Eads And Lifts As Per Direction Of Engineer-In-Charge. , Vertical Surfaces Such As Walls (Any Thickness) Partitions And The Like Including Attached Pillasters, Buttresses, Plinth And String Courses And The Like Within All Leads And Lifts As Per The Direction Of Engineer-In Charge. , Providing And Laying Mild Steel / Tor Steel Reinforcement For Rcc.Work Including Bending,Binding And Placing In Position Complete Upto Any Floor Within All Leads And Lifts As Per The Directions And Satisfactions Of The Engineer-In-Charge.
Basic Detail
Tender No EENPREA_1-7170-79 dated 30-10-2026
Bidding Type Tender
Location
City Kangra
State Himachal Pradesh
Key Dates
Publish Date 30 Oct 2026
Submission Date 07 Nov 2026
Open Date 07 Nov 2026
Finance
Tender Value 3.43 Lakhs
Tender Fee 350
EMD 6880
Exemption Not Available
Document List
85e36f4d-3224-434b-ba3a-e74e091390b6.html
BOQ_219221.xls
form-06.pdf
Tendernotice_1.pdf
termscondition.pdf

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Tender Timeline

Oct 30, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 07, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 6 days
Nov 07, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 6 days

Tender Documents

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html

85e36f4d-3224-434b-ba3a-e74e091390b6.html

xls

BOQ_219221.xls

pdf

form-06.pdf

pdf

Tendernotice_1.pdf

pdf

termscondition.pdf

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