Tender ID

Himachal

Cancelled

Works

Civil Works

Annual repair and maintenance of LWSS Dada Van Dada Kalehar in tehsil Dadasiba Distt Kangra (HP)

HP Irrigation and Public Health

Executive Engineer, Jal Shakti Division Pragpur | Kangra, Himachal Pradesh

Amount: ₹4.0 LCloses: 30 Mar 2026Closed

Timeline

Published20 Mar 2026
Closed30 Mar 2026
Cancelled12 Jun 2026

Cancellation Details

Cancellation of Tender

Cancellation of TenderMinimum Eligible bids not receivedReason: All bids rejected in technical evaluationDocument: cancelled_1.pdf

Published 12 Jun 2026

Tender Value

₹4.0 L

EMD Value

₹7,930

Closing Date

30 Mar 2026, 11:00 amClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

Jal Shakti Division Pragpur

Work Description

Construction of reinforced cement concrete storage tank of 30000 litres capacity with dome in Choudhary basti Dadasiba

Tender Information

Tender ID

2026_HPIPH_132109_1

Reference Number

11117-11216

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

90 days

Location

Executive Engineer, Jal Shakti Division Pragpur

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical

RequiredCost of tender form and Earnest Money as per NIT (.pdf)

RequiredCopy of GST, EPF ITR PAN Number and all other documents as per NIT need to be uploaded (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹350

Tender Fee Payable To

Executive Engineer,Jal Shakti Division

EMD Fee Amount

₹7,930

Important Dates

Last Activity

12 Jun 2026

Published

20 Mar 2026

Bid Opening

30 Mar 2026

Download Starts

20 Mar 2026

Download Ends

30 Mar 2026

Submission Starts

20 Mar 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in foundation trenches etc. in earth work, lift upto 1.50mts. Stacking the excavated soil not more than 3 metre clear from the edge of excavation and then returning the stacked soil in 15 centimetre (Fifteen centimetre)layer when required into plinth sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-charge within all leads and lifts.
2Providing and laying cement concrete 1:3:6 (One cement is to three sand is to six graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per the direction of Engineer-in-charge.
3Providing and laying cement concrete 1:1.5:3(One cement is to One and Half sand is to Three graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- Foundation,footings bases of column and the like mass concrete within all leads and lifts as per the direction of Engineer-in-charge.
3.1	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.	-	Cubic Metre	-	-
4Providing 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- 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
5Providing form work of ordinary timber planking so as to give a rough finish including centring,shuttering,strutting and propping etc.height of propping and centring below supporting floor to ceiling not exceeding 4 metrre and removal of the same for in-situ-reinforced concrete and plain concrete work in:- Arches beyond 6.00mtr span complete within all leads and lifts as per the direction Enginner-in-charge.
5.1	Providing in reinforcement cement concrete work smooth finishing of the exposed surface with cement mortor 1:3 (one cement to 3 sand) within all leads and lifts as per the direction Enginner-in-charge.	-	Square Metre	-	-
5.2	Providing and laying cement concrete 1:1.5:3 (One cement is to One & half Sand is to Three graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- Suspended floors,roofs landing shelves and their supports balconies beams,girders and cantilevers upto floor two level within all leads and lifts as per the direction of Engineer-in-charge.	-	Cubic Metre	-	-
5.3	Arches upto floor two level within all leads and lifts as per the direction of Engineer-in-charge.	-	Cubic Metre	-	-
6Providing 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.

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 1.51 MB

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.69 MB

Work Item Documents

F6.pdf

Tender Documents • 0.92 MB

F8.pdf

Tender Documents • 1.08 MB

Terms.pdf

Tender Documents • 0.18 MB

BOQ_195341.xls

BOQ • 0.28 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in foundation trenches etc. in earth work, lift upto 1.50mts. Stacking the excavated soil not more than 3 metre clear from the edge of excavation and then returning the stacked soil in 15 centimetre (Fifteen centimetre)layer when required into plinth sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-charge within all leads and lifts.
2Providing and laying cement concrete 1:3:6 (One cement is to three sand is to six graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per the direction of Engineer-in-charge.
3Providing and laying cement concrete 1:1.5:3(One cement is to One and Half sand is to Three graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- Foundation,footings bases of column and the like mass concrete within all leads and lifts as per the direction of Engineer-in-charge.
3.1	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.	-	Cubic Metre	-	-
4Providing 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- 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
5Providing form work of ordinary timber planking so as to give a rough finish including centring,shuttering,strutting and propping etc.height of propping and centring below supporting floor to ceiling not exceeding 4 metrre and removal of the same for in-situ-reinforced concrete and plain concrete work in:- Arches beyond 6.00mtr span complete within all leads and lifts as per the direction Enginner-in-charge.
5.1	Providing in reinforcement cement concrete work smooth finishing of the exposed surface with cement mortor 1:3 (one cement to 3 sand) within all leads and lifts as per the direction Enginner-in-charge.	-	Square Metre	-	-
5.2	Providing and laying cement concrete 1:1.5:3 (One cement is to One & half Sand is to Three graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- Suspended floors,roofs landing shelves and their supports balconies beams,girders and cantilevers upto floor two level within all leads and lifts as per the direction of Engineer-in-charge.	-	Cubic Metre	-	-
5.3	Arches upto floor two level within all leads and lifts as per the direction of Engineer-in-charge.	-	Cubic Metre	-	-
6Providing 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.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Excavation in foundation trenches etc. in earth work, lift upto 1.50mts. Stacking the excavated soil not more than 3 metre clear from the edge of excavation and then returning the stacked soil in 15 centimetre (Fifteen centimetre)layer when required into plinth sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-charge within all leads and lifts.

2Providing and laying cement concrete 1:3:6 (One cement is to three sand is to six graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per the direction of Engineer-in-charge.

3Providing and laying cement concrete 1:1.5:3(One cement is to One and Half sand is to Three graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- Foundation,footings bases of column and the like mass concrete within all leads and lifts as per the direction of Engineer-in-charge.

3.1

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.

Cubic Metre

4Providing 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- 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

5Providing form work of ordinary timber planking so as to give a rough finish including centring,shuttering,strutting and propping etc.height of propping and centring below supporting floor to ceiling not exceeding 4 metrre and removal of the same for in-situ-reinforced concrete and plain concrete work in:- Arches beyond 6.00mtr span complete within all leads and lifts as per the direction Enginner-in-charge.

5.1

Providing in reinforcement cement concrete work smooth finishing of the exposed surface with cement mortor 1:3 (one cement to 3 sand) within all leads and lifts as per the direction Enginner-in-charge.

Square Metre

5.2

Providing and laying cement concrete 1:1.5:3 (One cement is to One & half Sand is to Three graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- Suspended floors,roofs landing shelves and their supports balconies beams,girders and cantilevers upto floor two level within all leads and lifts as per the direction of Engineer-in-charge.

Cubic Metre

5.3

Arches upto floor two level within all leads and lifts as per the direction of Engineer-in-charge.

Cubic Metre

6Providing 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.