Himachal

Cancelled

Works

Civil Works

Restoration of Rain Damage LWSS Duhal Bhatwalan to Upper Lohara in Tehsil Amb

HP Irrigation and Public Health

Amb | Una, Himachal Pradesh

Amount: ₹7.4 LCloses: 10 Apr 2026Closed

Timeline

Published31 Mar 2026
Closed10 Apr 2026
Cancelled20 Apr 2026

Cancellation Details

Cancellation of Tender

corrigendumcancelled due to low participationReason: Minimum Bids Not ReceivedDocument: cancelled_1.pdf

Published 20 Apr 2026

Tender Value

₹7.4 L

EMD Value

₹14,769

Closing Date

10 Apr 2026, 11:00 amClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

Jal Shakti Division Amb

Work Description

Sub Head Repair of gallery and damaged tanks including replacement of choked filter media, desilting of wet malwa, and repair of underground tank of 1,00,000 litre capacity

Tender Information

Tender ID

2026_HPIPH_132964_1

Reference Number

Restoration of Rain Damage-LWSS Duhal Bhatwalan Job-6

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Location

Amb

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical

RequiredCopy of Registration/Enlistment Certificate as per NIeT condition No.1 (.pdf)

RequiredEarnest Money Deposit (EMD) and tender cost as per NIeT condition No.2 and 3 (.pdf)

RequiredUndertaking and Statutory Documents as per NIeT condition No.4 and 5 (.pdf)

Finance

RequiredForm 6 and 8 (.pdf)

RequiredTerms and condition (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹350

EMD Fee Amount

₹14,769

Important Dates

Last Activity

20 Apr 2026

Published

31 Mar 2026

Bid Opening

10 Apr 2026

Download Starts

31 Mar 2026

Download Ends

10 Apr 2026

Submission Starts

31 Mar 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (0 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Providing Circumferencial Butt welded joints by electrical arc welding of following dia GI pipe 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 conforming to IS 814-1991, at site of work complete in all respects, including manual/machanical handling of pipes in all leads and) lifts to the entire satisfaction of Engineer in charge. (80 mm dia
2100 mm dia
3Providing and fixing C.I. Sluice valves Bir make of following diameter with hand wheel as per IS:14846 Class PN1.0(including brass spindle as per 2906-1984 complete with bolts nuts, rubber insertion etc. (The tail piece if required shall be measured and paid for separately) and as per direction and to the entire satisfaction of the Engineer-in-charge. 80 mm dia Class PN 1.0
4100 mm dia Class PN 1.0
5Providing and placing in horizontal layers filtering media duly graded, screened, washed and cleaned as specified by the Engineer in Charge.Fine sand (eff.size o.20 to 0.40 ) and uniformity co-efficient 2.00 to 3.00.
62nd Layer cours sand 3mm to 6 mm
73rd Layer Broken Stone 6mm to 20 mm
84th Layer Broken Stone 20 mm to 25 mm
95th Layer Broken Stone 50 mm to 75 mm
10Providing & laying cement concrete1:1.5:3 (1cement :1.5 sand : 3 graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :- Foundation & Plinth

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.56 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 • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.29 MB

Work Item Documents

condition-6.pdf

Tender Documents • 0.33 MB

form6and8_6.pdf

Tender Documents • 0.83 MB

BOQ_196652.xls

BOQ • 0.24 MB

Ready to Participate?

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Providing Circumferencial Butt welded joints by electrical arc welding of following dia GI pipe 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 conforming to IS 814-1991, at site of work complete in all respects, including manual/machanical handling of pipes in all leads and) lifts to the entire satisfaction of Engineer in charge. (80 mm dia
2100 mm dia
3Providing and fixing C.I. Sluice valves Bir make of following diameter with hand wheel as per IS:14846 Class PN1.0(including brass spindle as per 2906-1984 complete with bolts nuts, rubber insertion etc. (The tail piece if required shall be measured and paid for separately) and as per direction and to the entire satisfaction of the Engineer-in-charge. 80 mm dia Class PN 1.0
4100 mm dia Class PN 1.0
5Providing and placing in horizontal layers filtering media duly graded, screened, washed and cleaned as specified by the Engineer in Charge.Fine sand (eff.size o.20 to 0.40 ) and uniformity co-efficient 2.00 to 3.00.
62nd Layer cours sand 3mm to 6 mm
73rd Layer Broken Stone 6mm to 20 mm
84th Layer Broken Stone 20 mm to 25 mm
95th Layer Broken Stone 50 mm to 75 mm
10Providing & laying cement concrete1:1.5:3 (1cement :1.5 sand : 3 graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :- Foundation & Plinth

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Providing Circumferencial Butt welded joints by electrical arc welding of following dia GI pipe 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 conforming to IS 814-1991, at site of work complete in all respects, including manual/machanical handling of pipes in all leads and) lifts to the entire satisfaction of Engineer in charge. (80 mm dia

2100 mm dia

3Providing and fixing C.I. Sluice valves Bir make of following diameter with hand wheel as per IS:14846 Class PN1.0(including brass spindle as per 2906-1984 complete with bolts nuts, rubber insertion etc. (The tail piece if required shall be measured and paid for separately) and as per direction and to the entire satisfaction of the Engineer-in-charge. 80 mm dia Class PN 1.0

4100 mm dia Class PN 1.0

5Providing and placing in horizontal layers filtering media duly graded, screened, washed and cleaned as specified by the Engineer in Charge.Fine sand (eff.size o.20 to 0.40 ) and uniformity co-efficient 2.00 to 3.00.

62nd Layer cours sand 3mm to 6 mm

73rd Layer Broken Stone 6mm to 20 mm

84th Layer Broken Stone 20 mm to 25 mm

95th Layer Broken Stone 50 mm to 75 mm

10Providing & laying cement concrete1:1.5:3 (1cement :1.5 sand : 3 graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :- Foundation & Plinth