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Restoration of rain damage in various WSS FIS under JSV Sub Division Banuri in Tehsil Palampur Distt Kangra H P

HP Irrigation and Public Health

PALAMPUR | Kangra, Himachal Pradesh

Amount: ₹3.8 LCloses: 1 Oct 20264d left

Timeline

Published25 Sept 2026
Closes1 Oct 2026
Bid Opening3 Oct 2026

Tender Value

₹3.8 L

EMD Value

₹7,550

Closing Date

1 Oct 2026, 5:00 pm4d left

Tender Inviting Organisation

Name

EXECUTIVE ENGINEER

Address

JAL SHAKTI DIVISION PALAMPUR

Work Description

Balance Work of Check Dam at Speru for WSS

Tender Information

Tender ID

2026_HPIPH_144340_1

Reference Number

HP IPH 8365-8415 DATED 25.09.2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

90 days

Location

PALAMPUR

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

RequiredScan copy of deduction of Earnest money and cost of tender through offline and online are admissible (.pdf)

RequiredCertificate of registration with JSV Department in appropriate class and latest renewal thereof (.pdf)

RequiredCont/Firm must have registered under PAN/ITR/EPF/GST and upload the latest return of all as per NIT (.pdf)

RequiredThe authorization letter regarding digital certificate (DSC) of the person authorized (.pdf)

RequiredForm 6 dully signed (.pdf)

Finance

RequiredBOQ (.xls)

RequiredForm 6 dully signed (.pdf)

Fee & Financial Details

Tender Fee Amount

₹350

Tender Fee Payable To

EXECUTIVE ENGINEER

EMD Fee Amount

₹7,550

Important Dates

Last Activity

25 Sept 2026

Published

25 Sept 2026

Bid Opening

3 Oct 2026

Download Starts

25 Sept 2026

Download Ends

1 Oct 2026

Submission Starts

25 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (8 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 centimetre in depth, 1.5 metre in width as well as 10 squaremilimetre on plan) including getting out and disposal of excavation earth lead upto 50 metre lift upto 1.50 metre within all leads and lifts as per the direction of Engineer-in-charge.	16.92	Cubic metre	-	-
2	Providing and laying cement concrete 1:4:8 (One cement is to four sand is to eight graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-charge.	6.6	Cubic metre	-	-
3	Providing and laying cement concrete 1:2:4 (One cement is to two sand is to four graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete work in:-	-	-	-	-
4	a) Foundation,footings bases of column and the like mass concrete within all leads and lifts as per the direction of Engineer-in-charge.	16	Cubic metre	-	-
5	b) Walls (any thickness) butt not less then 0.10 metre thickness) attached pillasters, buttresses, plinth and string courses etc. from top of foundation up to floor two level with in all leads and lifts as per the direction of Engineer-in-charge.	9.38	Cubic metre	-	-
6	Providing form work with steel plates 3.15 milimetre thick welded with angle iron in frame 30x30x5 milimetre so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden battens ballies,height of propping and centring below supporting floor two ceiling not exceeding 4 metre and removal of the same for in-situ-reinforced concrete and plain concrete work in:-	-	-	-	-
7	a) Vertical surfaces such as walls(any thickness)partitions walls and the like including attached pillasters,buttreses plinth string courses and the like within all leads and lifts as per the direction of Engineer-in-charge.	75	Square metre	-	-
8	Providing and laying mild steel/tor steel reinforcement for reinforced cement concrete work including bending binding and placing in position complete upto floor two level within all leads and lifts as per the direction of Engineer-in-charge.	761.25	Killo gramme	-	-

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.46 MB

Work Item Documents

BOQ_214648.xls

BOQ • 0.29 MB

Form6.pdf

Tender Documents • 0.29 MB

Form8.pdf

Tender Documents • 1.01 MB

Termsandconditions.pdf

Tender Documents • 0.16 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 centimetre in depth, 1.5 metre in width as well as 10 squaremilimetre on plan) including getting out and disposal of excavation earth lead upto 50 metre lift upto 1.50 metre within all leads and lifts as per the direction of Engineer-in-charge.

16.92

Cubic metre

Providing and laying cement concrete 1:4:8 (One cement is to four sand is to eight graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-charge.

6.6

Cubic metre

Providing and laying cement concrete 1:2:4 (One cement is to two sand is to four graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete work in:-

a) Foundation,footings bases of column and the like mass concrete within all leads and lifts as per the direction of Engineer-in-charge.

Cubic metre

b) Walls (any thickness) butt not less then 0.10 metre thickness) attached pillasters, buttresses, plinth and string courses etc. from top of foundation up to floor two level with in all leads and lifts as per the direction of Engineer-in-charge.

9.38

Cubic metre

Providing form work with steel plates 3.15 milimetre thick welded with angle iron in frame 30x30x5 milimetre so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden battens ballies,height of propping and centring below supporting floor two ceiling not exceeding 4 metre and removal of the same for in-situ-reinforced concrete and plain concrete work in:-

a) Vertical surfaces such as walls(any thickness)partitions walls and the like including attached pillasters,buttreses plinth string courses and the like within all leads and lifts as per the direction of Engineer-in-charge.

Square metre

Providing and laying mild steel/tor steel reinforcement for reinforced cement concrete work including bending binding and placing in position complete upto floor two level within all leads and lifts as per the direction of Engineer-in-charge.

761.25

Killo gramme