Tender ID

Himachal

Cancelled

Works

Civil Works

C/o Tube well Scheme at Chabuan

Himachal Pradesh Agriculture Development Society (JICA-ODA loan)

G.P- Jhonkaratiyal, Tehsil- Jawali, Distt- Kangra | Kangra, Himachal Pradesh

Amount: ₹61.7 LCloses: 27 Apr 2026Closed

Timeline

Published16 Apr 2026
Closed27 Apr 2026
Cancelled5 Jun 2026

Bids

2 Bids5 Jun 2026

#	Company	Status
1	Abhishek Bhardwaj Not Admitted-Fee/PreQual/Technical	Not Admitted-Fee/PreQual/Technical Not Complied with technical specification
2	Ravinder Kumar Not Admitted-Fee/PreQual/Technical HIMACHAL PRADESH	Not Admitted-Fee/PreQual/Technical Others-Only SIngle Bidder

Corrigenda

Corrigendum

1 updatesLatest on 27 Apr 2026Submission Ends:27 Apr 20267 May 2026

Date changes

Download Ends27 Apr 20267 May 2026Submission Ends27 Apr 20267 May 2026Bid Opening28 Apr 20268 May 2026

Cancellation Details

Cancellation of Tender

Cancelation of TenderCancelation of TenderReason: All bids rejected in technical evaluationDocument: cancelled_1.pdf

Published 5 Jun 2026

Tender Value

₹61.7 L

EMD Value

₹94,154

Closing Date

27 Apr 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

District Project Manager HPCDP JICA ODA

Address

District Project Manager O/o DPMU HPCDP JICA ODA Phase-II, Opposite to Soil Testing Lab, Holta at Palampur

Work Description

C/o Tube well Scheme at Chabuan, G.P- Jhonkaratiyal, Tehsil- Jawali, District- Kangra (H.P)

Tender Information

Tender ID

2026_HPCDP_134360_1

Reference Number

No.AGR. DPMU. KGR. F (7) Tender/13/2022- 309

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

365 days

Location

G.P- Jhonkaratiyal, Tehsil- Jawali, Distt- Kangra

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

16 documents required · 16 mandatory

Fee/PreQual/Technical

RequiredCost of tender form Earnest Money Online Mode as indicated in NIT Sr.No.3(a) i (.pdf)

RequiredCertificate of registration/ enlistment as indicated in NIT Sr. No. 3(a) ii (.pdf)

RequiredShould have experience of minimum 3 years as indicated in NIT Sr. No. 3 (a) iii (.pdf)

RequiredShould have satisfactorily completed similar works in HP as indicated in NIT Sr. No. 3(a) iV (.pdf)

RequiredShould have satisfactorily one work indicating exp. in key activities as indicated in NIT Sr.iV (.pdf)

RequiredFinancial statements as indicated in NIT Sr. No. 3(a) v (.pdf)

RequiredAverage annual turnover as indicated in NIT Sr. No. 3(a) vi (.pdf)

RequiredSolvency as indicated in NIT Sr. No. 3(a) vii (.pdf)

RequiredTechnical Proposal as indicated in NIT Sr. No. 3(a) viii (.pdf)

RequiredBidders Qualification Forms as indicated in NIT Sr. No. 3(a) ix (.pdf)

RequiredValid PAN Card as indicated in NIT Sr. No. 3(a) x (.pdf)

RequiredShould be registered under Goods and service tax as indicated in NIT Sr. No. 3(a) Xi (.pdf)

RequiredCertificate of Site visit as indicated in NIT Sr. No. 3(a) Xii (.pdf)

RequiredAffidavit as indicated in NIT Sr. No. 3(a) xiv (.pdf)

RequiredCurve Chart along with Pumping Sheet as indicated in NIT Sr.No 3(a) xv (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,000

EMD Fee Amount

₹94,154

Pre-Bid Meeting

Meeting Place

District Project Manager HPCDP JICA ODA

Important Dates

Last Activity

5 Jun 2026

Published

16 Apr 2026

Bid Opening

28 Apr 2026

Download Starts

16 Apr 2026

Download Ends

27 Apr 2026

Submission Starts

16 Apr 2026

Pre-Bid Meeting

21 Apr 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (31 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Demolishing cement concrete manually/ by mechanically means including disposal of material within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
2Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains, pits upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, chieselling soft / hard rock including getting out the excavated soil, dressing of sides, ramming of bottoms and returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and then disposing of surplus excavated soil as directed, within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
3Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 mtr, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposite layers by ramming, watering, etc and disposing of surplus excavated soil as directed within the lead of 50 mtr, complete in all respect and to the entire satisfaction of engineer-in-charge.
4Extra allowance for formwork in concrete lining
4.01	In bed within all leads and lifts and to the entire satisfaction of the engineer-in-charge.	-	Cum	-	-
4.02	In sides within all leads and lifts and to the entire satisfaction of the engineer-in-charge.	-	Sqm	-	-
5Centering and shuttering including strutting, propping etc. and removal of form work for :
5.01	Foundation, footings bases of columns etc. for mass concrete complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.	-	Sqm	-	-
5.02	Walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.	-	Sqm	-	-
5.03	Walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.	-	Sqm	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Cancellation Documents

cancelled_1.pdf

pdf • 0.20 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 • 0.43 MB

Work Item Documents

BIDCHABUAN.pdf

Tender Documents • 1.51 MB

BOQ_198736.xls

BOQ • 0.37 MB

Corrigendum Documents

Corrigendum.pdf

PDF • 0.26 MB

Ready to Participate?

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Company

Abhishek Bhardwaj

Not Admitted-Fee/PreQual/Technical

Ravinder Kumar

Not Admitted-Fee/PreQual/Technical

HIMACHAL PRADESH

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Demolishing cement concrete manually/ by mechanically means including disposal of material within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
2Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains, pits upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, chieselling soft / hard rock including getting out the excavated soil, dressing of sides, ramming of bottoms and returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and then disposing of surplus excavated soil as directed, within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
3Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 mtr, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposite layers by ramming, watering, etc and disposing of surplus excavated soil as directed within the lead of 50 mtr, complete in all respect and to the entire satisfaction of engineer-in-charge.
4Extra allowance for formwork in concrete lining
4.01	In bed within all leads and lifts and to the entire satisfaction of the engineer-in-charge.	-	Cum	-	-
4.02	In sides within all leads and lifts and to the entire satisfaction of the engineer-in-charge.	-	Sqm	-	-
5Centering and shuttering including strutting, propping etc. and removal of form work for :
5.01	Foundation, footings bases of columns etc. for mass concrete complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.	-	Sqm	-	-
5.02	Walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.	-	Sqm	-	-
5.03	Walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.	-	Sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Demolishing cement concrete manually/ by mechanically means including disposal of material within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

2Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains, pits upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, chieselling soft / hard rock including getting out the excavated soil, dressing of sides, ramming of bottoms and returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and then disposing of surplus excavated soil as directed, within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

3Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 mtr, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposite layers by ramming, watering, etc and disposing of surplus excavated soil as directed within the lead of 50 mtr, complete in all respect and to the entire satisfaction of engineer-in-charge.

4Extra allowance for formwork in concrete lining

4.01

In bed within all leads and lifts and to the entire satisfaction of the engineer-in-charge.

Cum

4.02

In sides within all leads and lifts and to the entire satisfaction of the engineer-in-charge.

Sqm

5Centering and shuttering including strutting, propping etc. and removal of form work for :

5.01

Foundation, footings bases of columns etc. for mass concrete complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.

Sqm

5.02

Walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.

Sqm

5.03

Sqm