Tender ID

Himachal

Cancelled

Works

Civil Works

Providing WSS for Nager Panchyat Nirmand in Niramnd Block Distt. Kullu (H.P.) Amrut-2 Tranch-III

HP Irrigation and Public Health

Nirmand | Kullu, Himachal Pradesh

Amount: ₹81.9 LCloses: 27 Mar 2026Closed

Timeline

Published20 Mar 2026
Closed27 Mar 2026
Cancelled28 Mar 2026

Cancellation Details

Cancellation of Tender

CorrigendumCorrigendumReason: Minimum Bids Not ReceivedDocument: cancelled_1.pdf

Published 28 Mar 2026

Tender Value

₹81.9 L

EMD Value

₹1.5 L

Closing Date

27 Mar 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

E.E. JSV Division Anni

Address

E.E. JSV Division Anni

Work Description

SH Providing laying jointing and testing of Galvanised mild steel tube of 80mm dia (MC) 4221 Rmt. 80 mm dia (HC) 600Rmt. 100mm dia (MC) 1534 Rmt. 100mm dia (HC) 780 Rmt. with butt welding and Providing, Laying, Jointing and Testing of S/S G

Tender Information

Tender ID

2026_HPIPH_132134_1

Reference Number

14609-28

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

60 days

Location

Nirmand

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical

RequiredCost of Tender Form (.pdf)

RequiredEarnest Money (.pdf)

RequiredCopy of certificate of registration with Jal Shakti Vibhag H.P and latest renewal thereof. (.pdf)

RequiredCopy of PAN, latest ITR, GST Registration and latest GST Return (.pdf)

RequiredThe Contractor will have to submit the proof of registration EPF (.pdf)

RequiredThe bidders/firms should not have been penalized under Clause-3(Affidavit) (.pdf)

RequiredA scanned copy of undertaking that I have carefully studied all the Term and Conditions (.pdf)

RequiredThe authorization letter regarding digital signature certificate (DSC) (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,000

EMD Fee Amount

₹1.5 L

Important Dates

Last Activity

28 Mar 2026

Published

20 Mar 2026

Bid Opening

28 Mar 2026

Download Starts

20 Mar 2026

Download Ends

27 Mar 2026

Submission Starts

20 Mar 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (8 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in foundation trenches etc. in all kinds of earth work such as spade work, pick work, jumper work saturated /un saturated soil blasting work and chiseling/wedging out of rocks where blasting work prohibited up to all depth and lifts including pumping and bailing out water where ever required stacking the excavated earth not more than 3mtrs.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into the plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated material within all leads and lifts, useful material available from excavation to be properly stacked and handed over free of cost to the department as per direction of the Engineer-in Charge.
2Providing Laying, jointing and testing in trenches galvanized mild steel screwed and socketed /flanged pipes of following diameter and class, tube fittings in trenches i/c carriage of pipes from Sub-Divisional Store to site of work,(Earth work in trenches to be measured and paid for separately) complete in all respect and to the entire satisfaction of the Engineer-in-charge.
2.01	32mm S/S LC	-	Rmt	-	-
2.02	40mm S/S MC	-	Rmt	-	-
2.03	50mm S/S MC	-	Rmt	-	-
2.04	65mm S/S MC	-	Rmt	-	-
3Providing laying and binding ( By way of circumferental butt welding by electrical arc welding ) and testing of galvanised mild steel tube G.I pipe of following Dia. Confirming to BIS 1239-2001 ( Latest with upto date ammendements having wall thickness as per code with bevelled / Plain ends in a random length of 4 to 7 Mtrs. including mfg. reducers/ tapers all the pieces , bends etc. as per site requirement made from parent tube. The laying of will includes all operation such as Cutting , welding , jointing , fabrication of bends , tee etc. including lowering and laying in excavated trenches to ensure required level including flushing and cleaning anad hydrullic testing complete in all respectto the satisfaction of the Engineer in Charge. the fabricated bend shall have three or four cuts having its radius not less than five times the dia. of ppe . the dameged portion of the pipe end special made form the parent tube during welding or otherwised shall be provided anti corrossive treatment by applying two coats of anti corrossive bitumens paint over a priming coat as per AWWA specifications C- 203 -1978. the welding electric shall be Aas per IS 814 of advani OerIkon / L&T or ISI markd make . The rate also includes entire carriage of material, flushing, cleaning , hydraullic testing complete to the best satisfication and direction of Enginner in Charge with in alll leads and lifts .( Earth work in trenches will be measured and paid for separtely.
3.01	80mm PE (MC)	-	Rmt	-	-
3.02	80mm PE (HC)	-	Rmt	-	-
3.03	100mm PE (MC)	-	Rmt	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.37 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 • 1.26 MB

Work Item Documents

form8.pdf

Tender Documents • 1.27 MB

terms.pdf

Tender Documents • 0.46 MB

form6.pdf

Tender Documents • 0.37 MB

BOQ_195369.xls

BOQ • 0.34 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in foundation trenches etc. in all kinds of earth work such as spade work, pick work, jumper work saturated /un saturated soil blasting work and chiseling/wedging out of rocks where blasting work prohibited up to all depth and lifts including pumping and bailing out water where ever required stacking the excavated earth not more than 3mtrs.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into the plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated material within all leads and lifts, useful material available from excavation to be properly stacked and handed over free of cost to the department as per direction of the Engineer-in Charge.
2Providing Laying, jointing and testing in trenches galvanized mild steel screwed and socketed /flanged pipes of following diameter and class, tube fittings in trenches i/c carriage of pipes from Sub-Divisional Store to site of work,(Earth work in trenches to be measured and paid for separately) complete in all respect and to the entire satisfaction of the Engineer-in-charge.
2.01	32mm S/S LC	-	Rmt	-	-
2.02	40mm S/S MC	-	Rmt	-	-
2.03	50mm S/S MC	-	Rmt	-	-
2.04	65mm S/S MC	-	Rmt	-	-
3Providing laying and binding ( By way of circumferental butt welding by electrical arc welding ) and testing of galvanised mild steel tube G.I pipe of following Dia. Confirming to BIS 1239-2001 ( Latest with upto date ammendements having wall thickness as per code with bevelled / Plain ends in a random length of 4 to 7 Mtrs. including mfg. reducers/ tapers all the pieces , bends etc. as per site requirement made from parent tube. The laying of will includes all operation such as Cutting , welding , jointing , fabrication of bends , tee etc. including lowering and laying in excavated trenches to ensure required level including flushing and cleaning anad hydrullic testing complete in all respectto the satisfaction of the Engineer in Charge. the fabricated bend shall have three or four cuts having its radius not less than five times the dia. of ppe . the dameged portion of the pipe end special made form the parent tube during welding or otherwised shall be provided anti corrossive treatment by applying two coats of anti corrossive bitumens paint over a priming coat as per AWWA specifications C- 203 -1978. the welding electric shall be Aas per IS 814 of advani OerIkon / L&T or ISI markd make . The rate also includes entire carriage of material, flushing, cleaning , hydraullic testing complete to the best satisfication and direction of Enginner in Charge with in alll leads and lifts .( Earth work in trenches will be measured and paid for separtely.
3.01	80mm PE (MC)	-	Rmt	-	-
3.02	80mm PE (HC)	-	Rmt	-	-
3.03	100mm PE (MC)	-	Rmt	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Excavation in foundation trenches etc. in all kinds of earth work such as spade work, pick work, jumper work saturated /un saturated soil blasting work and chiseling/wedging out of rocks where blasting work prohibited up to all depth and lifts including pumping and bailing out water where ever required stacking the excavated earth not more than 3mtrs.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into the plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated material within all leads and lifts, useful material available from excavation to be properly stacked and handed over free of cost to the department as per direction of the Engineer-in Charge.

2Providing Laying, jointing and testing in trenches galvanized mild steel screwed and socketed /flanged pipes of following diameter and class, tube fittings in trenches i/c carriage of pipes from Sub-Divisional Store to site of work,(Earth work in trenches to be measured and paid for separately) complete in all respect and to the entire satisfaction of the Engineer-in-charge.

2.01

32mm S/S LC

Rmt

2.02

40mm S/S MC

Rmt

2.03

50mm S/S MC

Rmt

2.04

65mm S/S MC

Rmt

3Providing laying and binding ( By way of circumferental butt welding by electrical arc welding ) and testing of galvanised mild steel tube G.I pipe of following Dia. Confirming to BIS 1239-2001 ( Latest with upto date ammendements having wall thickness as per code with bevelled / Plain ends in a random length of 4 to 7 Mtrs. including mfg. reducers/ tapers all the pieces , bends etc. as per site requirement made from parent tube. The laying of will includes all operation such as Cutting , welding , jointing , fabrication of bends , tee etc. including lowering and laying in excavated trenches to ensure required level including flushing and cleaning anad hydrullic testing complete in all respectto the satisfaction of the Engineer in Charge. the fabricated bend shall have three or four cuts having its radius not less than five times the dia. of ppe . the dameged portion of the pipe end special made form the parent tube during welding or otherwised shall be provided anti corrossive treatment by applying two coats of anti corrossive bitumens paint over a priming coat as per AWWA specifications C- 203 -1978. the welding electric shall be Aas per IS 814 of advani OerIkon / L&T or ISI markd make . The rate also includes entire carriage of material, flushing, cleaning , hydraullic testing complete to the best satisfication and direction of Enginner in Charge with in alll leads and lifts .( Earth work in trenches will be measured and paid for separtely.

3.01

80mm PE (MC)

Rmt

3.02

80mm PE (HC)

Rmt

3.03

100mm PE (MC)

Rmt