Himachal

Cancelled

Services

Repair and Maintenance Services

Providing LWSS Kangain to Thambu and its adjoining villages (Under JJM) in Tehsil Palampur and Jaisinghpur Distt. Kangra (HP) (SH Making connections of various distribution pipe lines with newly constructed over head tank at Daroh Kaswa)

HP Irrigation and Public Health

EE Jal Shakti Division Thural | Kangra, Himachal Pradesh

Amount: ₹1.6 LCloses: 24 Apr 2026Closed

Timeline

Published13 Apr 2026
Closed24 Apr 2026
Cancelled30 Apr 2026

Cancellation Details

Cancellation of Tender

Tender CancelledDue to only two contractor participated in tender in 2nd callReason: Minimum Bids Not ReceivedDocument: cancelled_1.pdf

Published 30 Apr 2026

Tender Value

₹1.6 L

EMD Value

₹3,299

Closing Date

24 Apr 2026, 10:30 amClosed

Tender Inviting Organisation

Name

EE Jal Shakti Division Thural

Address

EE Jal Shakti Division Thural

Work Description

Providing LWSS Kangain to Thambu and its adjoining villages (Under JJM) in Tehsil Palampur and Jaisinghpur Distt. Kangra (HP) (SH Making connections of various distribution pipe lines with newly constructed over head tank at Daroh Kaswa)

Tender Information

Tender ID

2026_HPIPH_134213_1

Reference Number

EE/JSVD/THL/2026-27-452-85 Dt. 13.04.2026

Tender Type

Open Tender

Product Category

Repair and Maintenance Services

Form of Contract

Item Wise

Period of Work

90 days

Location

EE Jal Shakti Division Thural

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

Required1. Proof of earnest money deposit and cost of bid document. (.pdf)

Required2. Certificate of registration with Himachal Pradesh Jal Shakti Department of an appropriate class e (.pdf)

Required3. Copy of PAN No., GST registration, EPF and latest income tax return. (.pdf)

Required4. Authorization letter regarding digital signature certificate (DSC) of the person authorized by th (.pdf)

Required5. Copy of undertaking that I have carefully studied all terms and conditions stipulated in the cont (.pdf)

Required6. An affidavit that any Government/Semi Government/Board/Corporation/ Private Organization etc have (.pdf)

Required7. Contractor/firm participating in the bid seeking exemption in security deposit shall have to subm (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹350

EMD Fee Amount

₹3,299

Important Dates

Last Activity

30 Apr 2026

Published

13 Apr 2026

Bid Opening

24 Apr 2026

Download Starts

13 Apr 2026

Download Ends

24 Apr 2026

Submission Starts

13 Apr 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (18 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in foundation trenches etc. in earth work lift up to 1.50 mtrs stacking the excavated soil not more than 3 mtrs clear from the edge of excavation and than returing the stacked soil in 15cm layers when required into plinth sides of foundation etc consoildating each deposited layer by ramming and watering and then disposing of all surplus excavated earth directed within all leads & lifts in Pick work 20m and Jumper work in all leads and lifts as per the direction of Engineer in Charge.
2Laying in trenches G.M.S tubes fitting complete (cost of earth work paid separately) of following dia and class complete as per the direction of Engineer-in-Charge with in all leads and lifts.
2.1	50 mm dia (L/C)	-	Rmt	-	-
2.2	32 mm dia (L/C)	-	Rmt	-	-
3Laying, Jointing with circumfrential butt welded joints by electrical arc welding (welding thicknes shall be equal to pipe wall thickness) steel flanged pipes after every 30 mtr of pipe of following diameter confirming ot IS 1239-1990 (Part-II) having wall thickness as specified below capable of with standing required test pressure, including manufacturing and febrication of reducers/ tapers, all short piece etc as per site requirement made from parent tubes. The laying pipe shall also include flanged joints duly welded in three layers (Two inner & one outer) where ever required as per direction of the Engineer in Charge (Earth work in trenches and the cost of providing flanges i/c nut and bolts, gasket will be measured and paid for separately) and all operation such as cutting, welding, jointing, fabrication of tees i.e. lowering and laying in excavated trench to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the entire satisfaction of Engineer in Charge. the welding electrodes shall be as per IS 814 of Advani Oerlikon/L& T or ISI marked make. The damaged portion of the pipes and all the specials (if damaged during laying & jointing operation of pipe) made form the parent tube shall be provided anti-corrosive treatment by applying two coats of anti-corrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing, welded joints with in all leads and lifts as per the direction of Engineer in Charge.
3.1	100MM dia Table-5	-	Rmt	-	-
3.2	80MM dia Table-5	-	Rmt	-	-
4providing and fixing MS flange confirming IS 6392-1971 with up to date ammendment welding both side of flanges according to relevent standard with nuts and bolts with rubber sheet washer confirming to IS 1367-1961 to the carriage of material with in all leads and lifts as per direction and to the entire satisfaction of Engineer in charge .
4.1	100 mm diaTable-5	-	Pair	-	-
4.2	50 mm dia Table-5	-	Pair	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 1.42 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 • 0.34 MB

Work Item Documents

Form6.pdf

Tender Documents • 0.43 MB

Form8.pdf

Tender Documents • 1.22 MB

BOQ_198473.xls

BOQ • 0.29 MB

Termsandconditions.pdf

Additional Documents • 0.20 MB

Ready to Participate?

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in foundation trenches etc. in earth work lift up to 1.50 mtrs stacking the excavated soil not more than 3 mtrs clear from the edge of excavation and than returing the stacked soil in 15cm layers when required into plinth sides of foundation etc consoildating each deposited layer by ramming and watering and then disposing of all surplus excavated earth directed within all leads & lifts in Pick work 20m and Jumper work in all leads and lifts as per the direction of Engineer in Charge.
2Laying in trenches G.M.S tubes fitting complete (cost of earth work paid separately) of following dia and class complete as per the direction of Engineer-in-Charge with in all leads and lifts.
2.1	50 mm dia (L/C)	-	Rmt	-	-
2.2	32 mm dia (L/C)	-	Rmt	-	-
3Laying, Jointing with circumfrential butt welded joints by electrical arc welding (welding thicknes shall be equal to pipe wall thickness) steel flanged pipes after every 30 mtr of pipe of following diameter confirming ot IS 1239-1990 (Part-II) having wall thickness as specified below capable of with standing required test pressure, including manufacturing and febrication of reducers/ tapers, all short piece etc as per site requirement made from parent tubes. The laying pipe shall also include flanged joints duly welded in three layers (Two inner & one outer) where ever required as per direction of the Engineer in Charge (Earth work in trenches and the cost of providing flanges i/c nut and bolts, gasket will be measured and paid for separately) and all operation such as cutting, welding, jointing, fabrication of tees i.e. lowering and laying in excavated trench to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the entire satisfaction of Engineer in Charge. the welding electrodes shall be as per IS 814 of Advani Oerlikon/L& T or ISI marked make. The damaged portion of the pipes and all the specials (if damaged during laying & jointing operation of pipe) made form the parent tube shall be provided anti-corrosive treatment by applying two coats of anti-corrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing, welded joints with in all leads and lifts as per the direction of Engineer in Charge.
3.1	100MM dia Table-5	-	Rmt	-	-
3.2	80MM dia Table-5	-	Rmt	-	-
4providing and fixing MS flange confirming IS 6392-1971 with up to date ammendment welding both side of flanges according to relevent standard with nuts and bolts with rubber sheet washer confirming to IS 1367-1961 to the carriage of material with in all leads and lifts as per direction and to the entire satisfaction of Engineer in charge .
4.1	100 mm diaTable-5	-	Pair	-	-
4.2	50 mm dia Table-5	-	Pair	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Excavation in foundation trenches etc. in earth work lift up to 1.50 mtrs stacking the excavated soil not more than 3 mtrs clear from the edge of excavation and than returing the stacked soil in 15cm layers when required into plinth sides of foundation etc consoildating each deposited layer by ramming and watering and then disposing of all surplus excavated earth directed within all leads & lifts in Pick work 20m and Jumper work in all leads and lifts as per the direction of Engineer in Charge.

2Laying in trenches G.M.S tubes fitting complete (cost of earth work paid separately) of following dia and class complete as per the direction of Engineer-in-Charge with in all leads and lifts.

2.1

50 mm dia (L/C)

Rmt

2.2

32 mm dia (L/C)

Rmt

3Laying, Jointing with circumfrential butt welded joints by electrical arc welding (welding thicknes shall be equal to pipe wall thickness) steel flanged pipes after every 30 mtr of pipe of following diameter confirming ot IS 1239-1990 (Part-II) having wall thickness as specified below capable of with standing required test pressure, including manufacturing and febrication of reducers/ tapers, all short piece etc as per site requirement made from parent tubes. The laying pipe shall also include flanged joints duly welded in three layers (Two inner & one outer) where ever required as per direction of the Engineer in Charge (Earth work in trenches and the cost of providing flanges i/c nut and bolts, gasket will be measured and paid for separately) and all operation such as cutting, welding, jointing, fabrication of tees i.e. lowering and laying in excavated trench to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the entire satisfaction of Engineer in Charge. the welding electrodes shall be as per IS 814 of Advani Oerlikon/L& T or ISI marked make. The damaged portion of the pipes and all the specials (if damaged during laying & jointing operation of pipe) made form the parent tube shall be provided anti-corrosive treatment by applying two coats of anti-corrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing, welded joints with in all leads and lifts as per the direction of Engineer in Charge.

3.1

100MM dia Table-5

Rmt

3.2

80MM dia Table-5

Rmt

4providing and fixing MS flange confirming IS 6392-1971 with up to date ammendment welding both side of flanges according to relevent standard with nuts and bolts with rubber sheet washer confirming to IS 1367-1961 to the carriage of material with in all leads and lifts as per direction and to the entire satisfaction of Engineer in charge .

4.1

100 mm diaTable-5

Pair

4.2

50 mm dia Table-5

Pair