Himachal

Cancelled

Works

Civil Works - Water Works

Const. of FIS For Gowad, Bhalla, Tipri and Chalera Villages in GP Gowad Tehsil and Distt. Chamba

HP Irrigation and Public Health

Chamba, Himachal Pradesh

Amount: Refer DocsCloses: 27 Apr 2026Closed

Timeline

Published18 Apr 2026
Closed27 Apr 2026
Cancelled4 May 2026

Cancellation Details

Cancellation of Tender

Cancellation of TenderTender has been cancelled due to Administrative reasonReason: Due to admistrative reasons/issuesDocument: cancelled_1.pdf

Published 4 May 2026

Tender Value

Refer Docs

EMD Value

₹2.4 L

Closing Date

27 Apr 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer Jal Shakti Division Chamba

Address

Executive Engineer Jal Shakti Division Chamba

Work Description

Const. of of 1 No, Head Weir, Const. of 12 Nos Outlet chamber, Const. of Crate work , C/o Pucca main Channel 1370 Rmt, Const. of Retaining Wall, Const. of Anchor block 10 nos and Providing, Providing, laying, Jointing and testing of MSERW and HDP

Tender Information

Tender ID

2026_HPIPH_134570_1

Reference Number

EE-JSV-CBA-2026-982-1032 dated 18.04.2026

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Item Rate

Period of Work

540 days

Location

Chamba

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredEarnest Money (.pdf)

RequiredCost of Tender Form (.pdf)

RequiredGST, PAN, Latest ITR, EPF (.pdf)

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

RequiredScanned copy of Authorization letter regarding DSC of the person as required of NIT (.pdf)

RequiredCopy of undertaking that I have carefully studied all the term and conditions (.pdf)

RequiredOther term and conditions as per NIT, Form6 and Form8 (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹5,000

Tender Fee Payable To

Executive Engineer Jal Shakti Division Chamba

EMD Fee Amount

₹2.4 L

Important Dates

Last Activity

4 May 2026

Published

18 Apr 2026

Bid Opening

28 Apr 2026

Download Starts

18 Apr 2026

Download Ends

27 Apr 2026

Submission Starts

18 Apr 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (13 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Cutting in earth work in all kind of soil such as pick, jumper work blasting hard and soft rock chiseling soft or hard rock where blasting is prohibited and disposal of all ececavated earth work in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
2Excavation in drain and channel etc. in earth work including dressing of sides and bed and disposing of excavated earth upto a lead of 20 mtrs. And lift upto 1.5 mtrs. Disposesd earth to be leveled and neatly in (PJW).With in all leads and lifts as per the direction of the Engineer-in-charge.
3Excavation 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 including dewatering in saturated soil and stacking the excavated earth/metarials upto all leads and lifts up to all lifts, not exceeding more than 3.0mtr. clear from the edge of excavation and then returning the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering 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.
4Dressing of Side Slopes and preparation of sub grade for lining work With in all leads and lifts as per the direction of the Engineer-in-charge.
5Providing and laying cement concrete 1:6:12(1: cement :6 sand :12 graded crushed stone aggregate of 40mm. Nominal size) and curing complete excluding the cost of form work in foundation and plinth within all leads and lifts as per direction of the Engineer-in-charge.
6Providing and laying cement concrete 1:4:8(1:cement :4 sand:8 graded stone aggregate 40 mm nominal sixe) and curing complete excluding cost of form work in foundation and plinth including carriage of material with in all leads and lifts, as per direction and entire satisfaction of the Engineer-in-Charge.
7Providing and laying cement concrete 1:3:6(1: cement :3 sand :6 graded crushed stone agg. of 40mm. Nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per direction of the Engineer-in-charge.
8Providing and laying cement conctete 1:5:10 (1cement: 5sand: 10graded stone agg. 40mm nominal size) with 15% plum and curing complete excluding cost of form work in R/Wall/Brest walls the size of plum 150 to 300mm as per PWD specification. With in all leads and lifts as per the direction of the Engineer-in-charge.
9Providing and laying cement concrete 1:2:4(1: cement :2 sand :4 graded crushed stone agg. of 20mm. Nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per direction of the Engineer-in-charge.
9.1	Foundation footing bases of column and the like mass concrete with in all leads and lifts as per direction of the Engineer-in-charge.	-	Per cum.	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.33 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 • 2.05 MB

Work Item Documents

form6.pdf

Tender Documents • 0.39 MB

BOQ_199160.xls

BOQ • 0.31 MB

condition.pdf

Additional Documents • 0.18 MB

FormEight.pdf

Tender Documents • 1.40 MB

LeadChart.pdf

Additional Documents • 0.42 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Cutting in earth work in all kind of soil such as pick, jumper work blasting hard and soft rock chiseling soft or hard rock where blasting is prohibited and disposal of all ececavated earth work in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
2Excavation in drain and channel etc. in earth work including dressing of sides and bed and disposing of excavated earth upto a lead of 20 mtrs. And lift upto 1.5 mtrs. Disposesd earth to be leveled and neatly in (PJW).With in all leads and lifts as per the direction of the Engineer-in-charge.
3Excavation 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 including dewatering in saturated soil and stacking the excavated earth/metarials upto all leads and lifts up to all lifts, not exceeding more than 3.0mtr. clear from the edge of excavation and then returning the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering 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.
4Dressing of Side Slopes and preparation of sub grade for lining work With in all leads and lifts as per the direction of the Engineer-in-charge.
5Providing and laying cement concrete 1:6:12(1: cement :6 sand :12 graded crushed stone aggregate of 40mm. Nominal size) and curing complete excluding the cost of form work in foundation and plinth within all leads and lifts as per direction of the Engineer-in-charge.
6Providing and laying cement concrete 1:4:8(1:cement :4 sand:8 graded stone aggregate 40 mm nominal sixe) and curing complete excluding cost of form work in foundation and plinth including carriage of material with in all leads and lifts, as per direction and entire satisfaction of the Engineer-in-Charge.
7Providing and laying cement concrete 1:3:6(1: cement :3 sand :6 graded crushed stone agg. of 40mm. Nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per direction of the Engineer-in-charge.
8Providing and laying cement conctete 1:5:10 (1cement: 5sand: 10graded stone agg. 40mm nominal size) with 15% plum and curing complete excluding cost of form work in R/Wall/Brest walls the size of plum 150 to 300mm as per PWD specification. With in all leads and lifts as per the direction of the Engineer-in-charge.
9Providing and laying cement concrete 1:2:4(1: cement :2 sand :4 graded crushed stone agg. of 20mm. Nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per direction of the Engineer-in-charge.
9.1	Foundation footing bases of column and the like mass concrete with in all leads and lifts as per direction of the Engineer-in-charge.	-	Per cum.	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Cutting in earth work in all kind of soil such as pick, jumper work blasting hard and soft rock chiseling soft or hard rock where blasting is prohibited and disposal of all ececavated earth work in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

2Excavation in drain and channel etc. in earth work including dressing of sides and bed and disposing of excavated earth upto a lead of 20 mtrs. And lift upto 1.5 mtrs. Disposesd earth to be leveled and neatly in (PJW).With in all leads and lifts as per the direction of the Engineer-in-charge.

3Excavation 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 including dewatering in saturated soil and stacking the excavated earth/metarials upto all leads and lifts up to all lifts, not exceeding more than 3.0mtr. clear from the edge of excavation and then returning the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering 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.

4Dressing of Side Slopes and preparation of sub grade for lining work With in all leads and lifts as per the direction of the Engineer-in-charge.

5Providing and laying cement concrete 1:6:12(1: cement :6 sand :12 graded crushed stone aggregate of 40mm. Nominal size) and curing complete excluding the cost of form work in foundation and plinth within all leads and lifts as per direction of the Engineer-in-charge.

6Providing and laying cement concrete 1:4:8(1:cement :4 sand:8 graded stone aggregate 40 mm nominal sixe) and curing complete excluding cost of form work in foundation and plinth including carriage of material with in all leads and lifts, as per direction and entire satisfaction of the Engineer-in-Charge.

7Providing and laying cement concrete 1:3:6(1: cement :3 sand :6 graded crushed stone agg. of 40mm. Nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per direction of the Engineer-in-charge.

8Providing and laying cement conctete 1:5:10 (1cement: 5sand: 10graded stone agg. 40mm nominal size) with 15% plum and curing complete excluding cost of form work in R/Wall/Brest walls the size of plum 150 to 300mm as per PWD specification. With in all leads and lifts as per the direction of the Engineer-in-charge.

9Providing and laying cement concrete 1:2:4(1: cement :2 sand :4 graded crushed stone agg. of 20mm. Nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per direction of the Engineer-in-charge.

9.1

Foundation footing bases of column and the like mass concrete with in all leads and lifts as per direction of the Engineer-in-charge.

Per cum.