Tender ID

Himachal

Cancelled

Works

Civil Works

R/M of T/well Mubarikpur (Near Ganesh Steel) in Tehsil Ghanari Distt. Una (HP)

HP Irrigation and Public Health

Executive Engineer JSV Flood Prot. Division Gagret | Una, Himachal Pradesh

Amount: ₹5.0 LCloses: 6 Apr 2026Closed

Timeline

Published27 Mar 2026
Closed6 Apr 2026
Cancelled7 Apr 2026

Cancellation Details

Cancellation of Tender

Cancellation of TenderOffice OrderReason: Minimum Bids Not ReceivedDocument: cancelled_1.pdf

Published 7 Apr 2026

Tender Value

₹5.0 L

EMD Value

₹9,975

Closing Date

6 Apr 2026, 12:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer JSV Flood Prot. Division Gagret

Address

Executive Engineer JSV Flood Prot. Division Gagret

Work Description

Improvement of Distribution system providing, laying of HDPE pipe 180mm dia and C/O 5 No. outlets in T/well Mubarikpur (Near Ganesh Steel).

Tender Information

Tender ID

2026_HPIPH_132624_1

Reference Number

JSV-FPDG-2026-13539-79 dt 27.03.2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

30 days

Location

Executive Engineer JSV Flood Prot. Division Gagret

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

RequiredThe Earnest money shall be submitted either through online mode (e-payment) or offline mode as per (.pdf)

RequiredCost of tender documents through online or offline mode as per NIT (.pdf)

RequiredCertificate of registration in appropriate class with JSV Department as per NIT (.pdf)

RequiredCopy of PAN, Income Tax registration number and their latest clearance certificate as per NIT (.pdf)

RequiredCopy of EPF number and GST number along with copy of latest GST return as per NIT as per NIT condit (.pdf)

RequiredUnder Taking regarding two or more works are not pending with FP Division Gagret as per NIT (.pdf)

Finance

RequiredSchedule Bill of Quantity (.xls)

Fee & Financial Details

Tender Fee Amount

₹350

EMD Fee Amount

₹9,975

Important Dates

Last Activity

7 Apr 2026

Published

27 Mar 2026

Bid Opening

6 Apr 2026

Download Starts

27 Mar 2026

Download Ends

6 Apr 2026

Submission Starts

27 Mar 2026

Clarification Period

27 Mar 2026 - 6 Apr 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (1 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in foundationtrenches (for pipes and pits) upto all depths in all classification of earth work such as pick work, jumper work saturated soil including balling or pumping out water, blasting soft/hard rock or chieselling soft hard rock where blasting is prohibited, in all lifts including trimming and dressing of sides levelling of beds to correct grade including, shoring, strutting.planking timbering and dewatering wherever required, stacking the useable and unuseable material/soil separately and after laying, jointing and and testing of pipes returing the useable soil in trenches in 15 cm (fiften centimeter) layers including consolidating of such deposited layer by ramming and watering and then disposing of all surplus excavated soil un-useable materials as directed within all leads and lifts including restoration of un-metalled surface to its onginal condition and including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respact.
2Providing Laying, jointing and commissioning of HDPE (High Density Polyethylene pipes) of following diameter and class confirming to IS 4984-1995 with fusion welding process including all necessary fittings & bends in all leads and lifts to the entire 2 satisfaction of Engineer-in-charge (Earth work in trenches to be measured and paid separately)
2.01	180mm dia HDPE PE -80 PN4	-	Rmt	-	-
3Providing and fixing Cast Iron Alfa valves of reputed make in out let chamber to central the water for distribution system complete in all respect (in all leads & lifts) 200 mm dia
4Providing and laying cement concrete 1:4:8 (1 cement 4 sand: 8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth including carraige of material within all leads and lifts as per the direction of the Engineer-in-Charge.
5Ist class brick work using common burnt clay building bricks in foundation and plinth in cement mortor 1:4 (1 cement 4 sand) in all leads and lifts and as per the direction of the Engineer-in-Charge
640mm thick cement concrete flooring 1.2.4(1cement 2sand: 4 graded stone aggregate 20 mm nominal size) and laid in one layer finished with a floating coat on neat cement in all leads and lifts as per the direction of the Engineer-in-Charge
715 mm thick cement plaster in single coat on fair side of brick/ stone masonry/concrete for interior plastering upto floor two 7 level including arrises internal rounded angles chamfers and/or rounded angle not exceeding 80 mm in girth and finished even & smooth in cement mortor 1:3 (1 cement: 3 sand) in all leads and lifts as per the direction of the Engineer-in-Charge

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.39 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 • 1.09 MB

Work Item Documents

Form6and8.pdf

Tender Documents • 1.06 MB

TermsandConditions.pdf

Tender Documents • 0.28 MB

BOQ_196134.xls

BOQ • 0.29 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in foundationtrenches (for pipes and pits) upto all depths in all classification of earth work such as pick work, jumper work saturated soil including balling or pumping out water, blasting soft/hard rock or chieselling soft hard rock where blasting is prohibited, in all lifts including trimming and dressing of sides levelling of beds to correct grade including, shoring, strutting.planking timbering and dewatering wherever required, stacking the useable and unuseable material/soil separately and after laying, jointing and and testing of pipes returing the useable soil in trenches in 15 cm (fiften centimeter) layers including consolidating of such deposited layer by ramming and watering and then disposing of all surplus excavated soil un-useable materials as directed within all leads and lifts including restoration of un-metalled surface to its onginal condition and including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respact.
2Providing Laying, jointing and commissioning of HDPE (High Density Polyethylene pipes) of following diameter and class confirming to IS 4984-1995 with fusion welding process including all necessary fittings & bends in all leads and lifts to the entire 2 satisfaction of Engineer-in-charge (Earth work in trenches to be measured and paid separately)
2.01	180mm dia HDPE PE -80 PN4	-	Rmt	-	-
3Providing and fixing Cast Iron Alfa valves of reputed make in out let chamber to central the water for distribution system complete in all respect (in all leads & lifts) 200 mm dia
4Providing and laying cement concrete 1:4:8 (1 cement 4 sand: 8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth including carraige of material within all leads and lifts as per the direction of the Engineer-in-Charge.
5Ist class brick work using common burnt clay building bricks in foundation and plinth in cement mortor 1:4 (1 cement 4 sand) in all leads and lifts and as per the direction of the Engineer-in-Charge
640mm thick cement concrete flooring 1.2.4(1cement 2sand: 4 graded stone aggregate 20 mm nominal size) and laid in one layer finished with a floating coat on neat cement in all leads and lifts as per the direction of the Engineer-in-Charge
715 mm thick cement plaster in single coat on fair side of brick/ stone masonry/concrete for interior plastering upto floor two 7 level including arrises internal rounded angles chamfers and/or rounded angle not exceeding 80 mm in girth and finished even & smooth in cement mortor 1:3 (1 cement: 3 sand) in all leads and lifts as per the direction of the Engineer-in-Charge

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Excavation in foundationtrenches (for pipes and pits) upto all depths in all classification of earth work such as pick work, jumper work saturated soil including balling or pumping out water, blasting soft/hard rock or chieselling soft hard rock where blasting is prohibited, in all lifts including trimming and dressing of sides levelling of beds to correct grade including, shoring, strutting.planking timbering and dewatering wherever required, stacking the useable and unuseable material/soil separately and after laying, jointing and and testing of pipes returing the useable soil in trenches in 15 cm (fiften centimeter) layers including consolidating of such deposited layer by ramming and watering and then disposing of all surplus excavated soil un-useable materials as directed within all leads and lifts including restoration of un-metalled surface to its onginal condition and including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respact.

2Providing Laying, jointing and commissioning of HDPE (High Density Polyethylene pipes) of following diameter and class confirming to IS 4984-1995 with fusion welding process including all necessary fittings & bends in all leads and lifts to the entire 2 satisfaction of Engineer-in-charge (Earth work in trenches to be measured and paid separately)

2.01

180mm dia HDPE PE -80 PN4

Rmt

3Providing and fixing Cast Iron Alfa valves of reputed make in out let chamber to central the water for distribution system complete in all respect (in all leads & lifts) 200 mm dia

4Providing and laying cement concrete 1:4:8 (1 cement 4 sand: 8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth including carraige of material within all leads and lifts as per the direction of the Engineer-in-Charge.

5Ist class brick work using common burnt clay building bricks in foundation and plinth in cement mortor 1:4 (1 cement 4 sand) in all leads and lifts and as per the direction of the Engineer-in-Charge

640mm thick cement concrete flooring 1.2.4(1cement 2sand: 4 graded stone aggregate 20 mm nominal size) and laid in one layer finished with a floating coat on neat cement in all leads and lifts as per the direction of the Engineer-in-Charge

715 mm thick cement plaster in single coat on fair side of brick/ stone masonry/concrete for interior plastering upto floor two 7 level including arrises internal rounded angles chamfers and/or rounded angle not exceeding 80 mm in girth and finished even & smooth in cement mortor 1:3 (1 cement: 3 sand) in all leads and lifts as per the direction of the Engineer-in-Charge