Tender ID

Himachal

Cancelled

Works

Civil Works

Providing LWSS to Jawahar Navodaya Vidyala Lari in G.P Tabo in Spiti valley Distt. lahaul spiti

HP Irrigation and Public Health

Executive Engineer Jal Shakti Division Kaza | Lahul And Spiti, Himachal Pradesh

Amount: ₹23.8 LCloses: 1 Apr 2026Closed

Timeline

Published24 Mar 2026
Closed1 Apr 2026
Cancelled21 Apr 2026

Cancellation Details

Cancellation of Tender

cancellation of tenderTender has been cancelled due to some administrative reasonReason: Due to admistrative reasons/issuesDocument: cancelled_1.pdf

Published 21 Apr 2026

Tender Value

₹23.8 L

EMD Value

₹43,235

Closing Date

1 Apr 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

EE Jal shakti Divison Kaza Distt Lahaul and spiti

Work Description

Trenching, Providing, Laying, Jointing and testing in trenches of HDPE with multilayer thermal insulation on pipe of 50mm dia from Rd 0 to 700 Rmt., 40mm dia 0 to 500 rmt and 20mm dia at various RD 120 Rmt )

Tender Information

Tender ID

2026_HPIPH_132340_2

Reference Number

KZA-KZA00-712

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

540 days

Location

Executive Engineer Jal Shakti Division Kaza

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

5 documents required · 5 mandatory

Fee/PreQual/Technical

RequiredEarnest Money,Cost of tenderform (.pdf)

RequiredRegistration with Jal Shakti Vibhag (.pdf)

RequiredPan Card,GST Registration,EPF and latest incom tax returm (.pdf)

Requiredother term and conditions as per NIT (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

EMD Fee Amount

₹43,235

Important Dates

Last Activity

21 Apr 2026

Published

24 Mar 2026

Bid Opening

2 Apr 2026

Download Starts

24 Mar 2026

Download Ends

1 Apr 2026

Submission Starts

24 Mar 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (9 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in earthwork for trenches of required width & atleast 1.20 m to 1.50 m depths in all classifications of soil such s spade work , jumper work , soft & hard rock , by chisseling in soft/ hard rock where blasting is prohibited , in saturated soils i/c bailing and pumping out the water in all lifts and dressing of sides , ramming of beds to correct grades i/c shoring , strutting , planking , timbering and dewatering wherever required and getting out the excavated soil, stacking the servicable/unservicable material/soil separately and the returning the soil in layers not exceedings 20 cm in depth , including consolidating each deposited layer by ramming , watering etc. and disposing of the surplus excavated soil in all leads and lifts , the disposed earth to be levelled and neatly dressed as per the direction & to the entire satisfaction of Engineer-in-charge.
2Laying & jointing in trenches HDPE Pipe conforming to BIS 4984-1995 with upto date ammendments , material Grade PE-100 and pressure rating Class- PN16 or as per design including th compression fitting such as Tees , Elbows adapters with metal inserts , reducers , service saddles required as per site conditions and jointing the pipes & fittings with the help of electofusion machine complete in all respect in all lead & lifts as per the directions & to the entire satisfactions of Engineer in charge. (Taking 40% Distribution into consideration which can be damaged during excavation and cannot be re-used.)
2.01	50 mm OD	-	Rmt	-	-
2.02	40 mm OD	-	Rmt	-	-
2.03	20 mm OD	-	Rmt	-	-
3Providing multilayer thermal insulation to the pipes (at places where the pipes cannot be buried at the required depths due to site conditions & exposed to atmosphere and at the consumer end) with Nitrile rubber tube of class O with suitable adhesive , Resin bonded mineral wool ( Rock wool ) conforming to BIS: 8183-1993 (With upto date ammendments) 50mm thick having density 24 kg/m3 , chicken wire mesh & binding wire, wrapping with polythene sheet (120 GSM) and 24 gauge aluminium alloy sheet conforming to BIS :2676 (with upto date ammendments) all around the pipe i/c all fixtures , adhesives , clamps etc . including cost of all mterial & labour complete in all respect in all leads and lifts as per direction & to entire satisfaction of the Engineer-in-charge.(40 % of total network taken for insulation , where pipe cannot be buried upto required depth )
3.01	(a) 50 mm OD	-	Rmt	-	-
3.02	(b) 40 mm OD	-	Rmt	-	-
3.03	(c) 20 mm OD	-	Rmt	-	-
4Providing , fixing and testing Heat trace cable of 25 watt capacity or as per design of DENFORCE /CROMPTON / any other equivalent make along the pipelines with heat wire 25 x 13 mm , pipes to be insulated with with Nitrile rubber tube of class O with suitable adhesive , Resin bonded mineral wool ( Rock wool ) conforming to BIS: 8183-1993 (With upto date ammendments) 50mm thick having density 24 kg/m3 , chicken wire mesh & binding wire, wrapping with polythene sheet (120 GSM) and 24 gauge aluminium alloy sheet conforming to BIS :2676 (with upto date ammendments) all around the pipe i/c all fixtures , adhesives , clamps etc . including cost of all mterial & labour complete in all respect in all leads and lifts as per direction & to entire satisfaction of the Engineer-in-charge.

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 1.44 MB

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.31 MB

Tendernotice_2.pdf

PDF • 0.17 MB

Tendernotice_3.pdf

PDF • 0.97 MB

Tendernotice_4.pdf

PDF • 0.38 MB

Work Item Documents

BOQ_195713.xls

BOQ • 0.28 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in earthwork for trenches of required width & atleast 1.20 m to 1.50 m depths in all classifications of soil such s spade work , jumper work , soft & hard rock , by chisseling in soft/ hard rock where blasting is prohibited , in saturated soils i/c bailing and pumping out the water in all lifts and dressing of sides , ramming of beds to correct grades i/c shoring , strutting , planking , timbering and dewatering wherever required and getting out the excavated soil, stacking the servicable/unservicable material/soil separately and the returning the soil in layers not exceedings 20 cm in depth , including consolidating each deposited layer by ramming , watering etc. and disposing of the surplus excavated soil in all leads and lifts , the disposed earth to be levelled and neatly dressed as per the direction & to the entire satisfaction of Engineer-in-charge.
2Laying & jointing in trenches HDPE Pipe conforming to BIS 4984-1995 with upto date ammendments , material Grade PE-100 and pressure rating Class- PN16 or as per design including th compression fitting such as Tees , Elbows adapters with metal inserts , reducers , service saddles required as per site conditions and jointing the pipes & fittings with the help of electofusion machine complete in all respect in all lead & lifts as per the directions & to the entire satisfactions of Engineer in charge. (Taking 40% Distribution into consideration which can be damaged during excavation and cannot be re-used.)
2.01	50 mm OD	-	Rmt	-	-
2.02	40 mm OD	-	Rmt	-	-
2.03	20 mm OD	-	Rmt	-	-
3Providing multilayer thermal insulation to the pipes (at places where the pipes cannot be buried at the required depths due to site conditions & exposed to atmosphere and at the consumer end) with Nitrile rubber tube of class O with suitable adhesive , Resin bonded mineral wool ( Rock wool ) conforming to BIS: 8183-1993 (With upto date ammendments) 50mm thick having density 24 kg/m3 , chicken wire mesh & binding wire, wrapping with polythene sheet (120 GSM) and 24 gauge aluminium alloy sheet conforming to BIS :2676 (with upto date ammendments) all around the pipe i/c all fixtures , adhesives , clamps etc . including cost of all mterial & labour complete in all respect in all leads and lifts as per direction & to entire satisfaction of the Engineer-in-charge.(40 % of total network taken for insulation , where pipe cannot be buried upto required depth )
3.01	(a) 50 mm OD	-	Rmt	-	-
3.02	(b) 40 mm OD	-	Rmt	-	-
3.03	(c) 20 mm OD	-	Rmt	-	-
4Providing , fixing and testing Heat trace cable of 25 watt capacity or as per design of DENFORCE /CROMPTON / any other equivalent make along the pipelines with heat wire 25 x 13 mm , pipes to be insulated with with Nitrile rubber tube of class O with suitable adhesive , Resin bonded mineral wool ( Rock wool ) conforming to BIS: 8183-1993 (With upto date ammendments) 50mm thick having density 24 kg/m3 , chicken wire mesh & binding wire, wrapping with polythene sheet (120 GSM) and 24 gauge aluminium alloy sheet conforming to BIS :2676 (with upto date ammendments) all around the pipe i/c all fixtures , adhesives , clamps etc . including cost of all mterial & labour complete in all respect in all leads and lifts as per direction & to entire satisfaction of the Engineer-in-charge.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Excavation in earthwork for trenches of required width & atleast 1.20 m to 1.50 m depths in all classifications of soil such s spade work , jumper work , soft & hard rock , by chisseling in soft/ hard rock where blasting is prohibited , in saturated soils i/c bailing and pumping out the water in all lifts and dressing of sides , ramming of beds to correct grades i/c shoring , strutting , planking , timbering and dewatering wherever required and getting out the excavated soil, stacking the servicable/unservicable material/soil separately and the returning the soil in layers not exceedings 20 cm in depth , including consolidating each deposited layer by ramming , watering etc. and disposing of the surplus excavated soil in all leads and lifts , the disposed earth to be levelled and neatly dressed as per the direction & to the entire satisfaction of Engineer-in-charge.

2Laying & jointing in trenches HDPE Pipe conforming to BIS 4984-1995 with upto date ammendments , material Grade PE-100 and pressure rating Class- PN16 or as per design including th compression fitting such as Tees , Elbows adapters with metal inserts , reducers , service saddles required as per site conditions and jointing the pipes & fittings with the help of electofusion machine complete in all respect in all lead & lifts as per the directions & to the entire satisfactions of Engineer in charge. (Taking 40% Distribution into consideration which can be damaged during excavation and cannot be re-used.)

2.01

50 mm OD

Rmt

2.02

40 mm OD

Rmt

2.03

20 mm OD

Rmt

3Providing multilayer thermal insulation to the pipes (at places where the pipes cannot be buried at the required depths due to site conditions & exposed to atmosphere and at the consumer end) with Nitrile rubber tube of class O with suitable adhesive , Resin bonded mineral wool ( Rock wool ) conforming to BIS: 8183-1993 (With upto date ammendments) 50mm thick having density 24 kg/m3 , chicken wire mesh & binding wire, wrapping with polythene sheet (120 GSM) and 24 gauge aluminium alloy sheet conforming to BIS :2676 (with upto date ammendments) all around the pipe i/c all fixtures , adhesives , clamps etc . including cost of all mterial & labour complete in all respect in all leads and lifts as per direction & to entire satisfaction of the Engineer-in-charge.(40 % of total network taken for insulation , where pipe cannot be buried upto required depth )

3.01

(a) 50 mm OD

Rmt

3.02

(b) 40 mm OD

Rmt

3.03

Rmt

4Providing , fixing and testing Heat trace cable of 25 watt capacity or as per design of DENFORCE /CROMPTON / any other equivalent make along the pipelines with heat wire 25 x 13 mm , pipes to be insulated with with Nitrile rubber tube of class O with suitable adhesive , Resin bonded mineral wool ( Rock wool ) conforming to BIS: 8183-1993 (With upto date ammendments) 50mm thick having density 24 kg/m3 , chicken wire mesh & binding wire, wrapping with polythene sheet (120 GSM) and 24 gauge aluminium alloy sheet conforming to BIS :2676 (with upto date ammendments) all around the pipe i/c all fixtures , adhesives , clamps etc . including cost of all mterial & labour complete in all respect in all leads and lifts as per direction & to entire satisfaction of the Engineer-in-charge.