Tender ID

Himachal

Cancelled

Works

Civil Works

Restoration of rain damages of LWSS Aman-II

HP Irrigation and Public Health

Executive Engineer | Hamirpur, Himachal Pradesh

Amount: ₹3.3 LCloses: 9 Mar 2026Closed

Timeline

Published3 Mar 2026
Closed9 Mar 2026
Cancelled13 Aug 2026

Cancellation Details

Cancellation of Tender

CorrigendumCorrigendumReason: No Bids receivedDocument: cancelled_1.pdf

Published 13 Aug 2026

Tender Value

₹3.3 L

EMD Value

₹6,641

Closing Date

9 Mar 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

Division Bhoraj

Work Description

Diversion of water way at LWSS Aman-II, Dredging of River bed

Tender Information

Tender ID

2026_HPIPH_130319_1

Reference Number

19767-19826 dt. 03.03.2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

120 days

Location

Executive Engineer

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical

RequiredEarnest Money (.pdf)

RequiredCost of tender form (.pdf)

RequiredCopy of enlistment (.pdf)

RequiredPAN, GST, EPF, Copy of ITR (.pdf)

RequiredUndertaking as per NIT (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Payable To

EE Bhoraj

EMD Fee Amount

₹6,641

Important Dates

Last Activity

13 Aug 2026

Published

3 Mar 2026

Bid Opening

10 Mar 2026

Download Starts

3 Mar 2026

Download Ends

9 Mar 2026

Submission Starts

3 Mar 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Hiring of earth cutting/excavating machineries to be deployed for earth cutting excavating or filling marking diversion bandh and channel wherever required including cost of fuel oil lubricant and wage of operational staff any repair brakage during operation will be carried out by the owner at his own risk and cost including shifting of machinary one place to another place at required location. Actual working house will accounted for the payment and six hours working per day will required average minimum 20cm excavation in all kinds of woil including loading in topper trucks, dewatering and disposal of excavation earth with in all leads and lifts will have to be ensured in one hours.	1,440	Cum	-	-
2	Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returniing the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and waterng and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.	171	Cum	-	-
3Laying, jointing and testing in trenches galvanised mild steel tube of Medium grade plain ended with butt welding joint complete (excluding cost of bends, valves and butt welding) for the following dia as per direction and to the entire satisfaction of Engineer-in-charge. (Labour rate).
3.01	65 mm dia	180	Rmt	-	-
4Dismentalling of of old GMS pipes from trenches of various dia as per the direction and to the entire satisfaction of Engineer-in-Charge.
4.01	65 mm dia	120	Rmt	-	-
5Re-laying,of old dismentalled GMS pipe including testing and to the entire satisfaction of the Engineer-in-Charge and cutting of threaded complete in all respect.
5.01	65 mm dia	120	Rmt	-	-
6Providing circumferencial Butt welded joints by electrical arc welding to GI Pipes medium/Heavy class, welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5mm to 6.3mm of Advani Oerlikon (Adore)- CITOJET/ESAB make, conforming to IS 814-1991, at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.
6.01	65 mm dia	50	Joint	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 1.14 MB

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 • 0.23 MB

Work Item Documents

BOQ_192680.xls

BOQ • 0.23 MB

Termsandconditions.pdf

Tender Documents • 0.13 MB

PWD8.pdf

Tender Documents • 3.08 MB

Form6.pdf

Tender Documents • 0.56 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Hiring of earth cutting/excavating machineries to be deployed for earth cutting excavating or filling marking diversion bandh and channel wherever required including cost of fuel oil lubricant and wage of operational staff any repair brakage during operation will be carried out by the owner at his own risk and cost including shifting of machinary one place to another place at required location. Actual working house will accounted for the payment and six hours working per day will required average minimum 20cm excavation in all kinds of woil including loading in topper trucks, dewatering and disposal of excavation earth with in all leads and lifts will have to be ensured in one hours.

1,440

Cum

Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returniing the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and waterng and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.

171

Cum

3Laying, jointing and testing in trenches galvanised mild steel tube of Medium grade plain ended with butt welding joint complete (excluding cost of bends, valves and butt welding) for the following dia as per direction and to the entire satisfaction of Engineer-in-charge. (Labour rate).

3.01

65 mm dia

180

Rmt

4Dismentalling of of old GMS pipes from trenches of various dia as per the direction and to the entire satisfaction of Engineer-in-Charge.

4.01

65 mm dia

120

Rmt

5Re-laying,of old dismentalled GMS pipe including testing and to the entire satisfaction of the Engineer-in-Charge and cutting of threaded complete in all respect.

5.01

65 mm dia

120

Rmt

6Providing circumferencial Butt welded joints by electrical arc welding to GI Pipes medium/Heavy class, welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5mm to 6.3mm of Advani Oerlikon (Adore)- CITOJET/ESAB make, conforming to IS 814-1991, at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.

6.01

65 mm dia

Joint