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Civil Works

Restoration of rain damages of various Water Supply Scheme under Bhuntar Section in Tehsil Bhuntar Distt. Kullu

HP Irrigation and Public Health

Hathithan | Kullu, Himachal Pradesh

Amount: ₹29.6 LCloses: 19 Oct 2026Due tomorrow

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Timeline

Published12 Oct 2026
Closes19 Oct 2026
Bid Opening21 Oct 2026

Tender Value

₹29.6 L

EMD Value

₹59,180

Closing Date

19 Oct 2026, 5:00 pmDue tomorrow

Tender Inviting Organisation

Name

Executive Engineer

Address

Jal Shakti Division Kullu

Work Description

SH Recovery and re-construction of water supply schemes Salas Bagsavan, Hathithan Kahudhar and Kona Chowki) Under PDNA

Tender Information

Tender ID

2026_HPIPH_145564_1

Reference Number

7851-7900 Kona Chowki

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

60 days

Location

Hathithan

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical

RequiredEarnest Money and Cost of tender as per NIT (.pdf)

RequiredCertificate of registration as per NIT (.pdf)

RequiredCopy of PAN No, GST and EPF registration as per NIT (.pdf)

RequiredScanned copy of undertaking that i have carefully studied all the Terms and Condition as per NIT (.pdf)

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

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,000

Tender Fee Payable To

Executive Engineer

EMD Fee Amount

₹59,180

Important Dates

Last Activity

12 Oct 2026

Published

12 Oct 2026

Bid Opening

21 Oct 2026

Download Starts

12 Oct 2026

Download Ends

19 Oct 2026

Submission Starts

12 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavation in foundations, trenches etc.in all kind of soil in all leads and lifts such as pick work, jumper work in saturated/unsaturated soil including bailing out water, blasting work in hard/ soft rock or chiseling in hard/soft rock where blasting is prohibited in all lifts stacking the excavated earth not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths sides of each deposited layer by ramming and watering and then disposing of all surplus excavated earth foundations etc., consolidating as directed within all leads and lifts and handing over the useable materials available from excavation to department free of cost as per direction of Engineer-in-charge with in all leads and lifts.	328.3	Cum	-	-
2Providing, laying, jointing, lowering, aligning, fixing, testing and commissioning of G.I. Pipes conforming to IS:1239 (Part-I & Part-II), latest revision, ISI/BIS marked, of specified diameter and class (Light/Medium/Heavy) complete with all specials, G.I. fittings, sockets, bends, tees, reducers, unions, nipples, supports, hangers, nuts, bolts, washers, jointing materials including PTFE tape/hemp and approved jointing compound, cutting, threading, screwing, fabrication, making threaded joints, lowering in position, proper alignment, anchoring, hydraulic pressure testing, flushing, disinfection, trial run and commissioning, including all labour, tools & plants, machinery, loading, unloading, carriage, handling, storage, all leads and lifts, complete in all respects as per CPHEEO Manual, relevant IS Specifications, Departmental Specifications and the directions of the Engineer-in-Charge.
2.01	20 mm dia (Light Class) (S/S)	1,000	Rmt	-	-
2.02	25 mm dia (Light Class) (S/S)	1,150	Rmt	-	-
2.03	32 mm dia (Light Class) (S/S)	1,200	Rmt	-	-
2.04	40 mm dia (Light Class) (S/S)	1,150	Rmt	-	-
2.05	50 mm dia (Light Class) (S/S)	1,350	Rmt	-	-
2.06	65 mm dia (Light Class) (S/S)	1,500	Rmt	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.53 MB

Work Item Documents

FORMSIX.pdf

Tender Documents • 0.40 MB

FORMEIGHT.pdf

Tender Documents • 1.43 MB

TERMANDCONDITION.pdf

Tender Documents • 0.40 MB

BOQ_216846.xls

BOQ • 0.24 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation in foundations, trenches etc.in all kind of soil in all leads and lifts such as pick work, jumper work in saturated/unsaturated soil including bailing out water, blasting work in hard/ soft rock or chiseling in hard/soft rock where blasting is prohibited in all lifts stacking the excavated earth not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths sides of each deposited layer by ramming and watering and then disposing of all surplus excavated earth foundations etc., consolidating as directed within all leads and lifts and handing over the useable materials available from excavation to department free of cost as per direction of Engineer-in-charge with in all leads and lifts.

328.3

Cum

2Providing, laying, jointing, lowering, aligning, fixing, testing and commissioning of G.I. Pipes conforming to IS:1239 (Part-I & Part-II), latest revision, ISI/BIS marked, of specified diameter and class (Light/Medium/Heavy) complete with all specials, G.I. fittings, sockets, bends, tees, reducers, unions, nipples, supports, hangers, nuts, bolts, washers, jointing materials including PTFE tape/hemp and approved jointing compound, cutting, threading, screwing, fabrication, making threaded joints, lowering in position, proper alignment, anchoring, hydraulic pressure testing, flushing, disinfection, trial run and commissioning, including all labour, tools & plants, machinery, loading, unloading, carriage, handling, storage, all leads and lifts, complete in all respects as per CPHEEO Manual, relevant IS Specifications, Departmental Specifications and the directions of the Engineer-in-Charge.

2.01

20 mm dia (Light Class) (S/S)

1,000

Rmt

2.02

25 mm dia (Light Class) (S/S)

1,150

Rmt

2.03

32 mm dia (Light Class) (S/S)

1,200

Rmt

2.04

40 mm dia (Light Class) (S/S)

1,150

Rmt

2.05

50 mm dia (Light Class) (S/S)

1,350

Rmt

2.06

65 mm dia (Light Class) (S/S)

1,500

Rmt