Tender ID

Himachal

To Be Opened

Works

Civil Works - Buildings

Construction of Training Centre at Dhanpur,Bara, Tehsil Nadaun District Hamirpur,Himacha Pradesh-Training Centre,Water Supply ,Sanitary Installation,Septic Tank Site Development,Electrical work

Himachal Pradesh Agriculture Development Society (JICA-ODA loan)

KVA Bara, Nadaun | Hamirpur, Himachal Pradesh

Amount: Refer DocsCloses: 23 Apr 202610 Apr 2026Closed

Timeline

Published2 Apr 2026
Pre-Bid Meeting7 Apr 2026
Closed23 Apr 202610 Apr 2026
Bid Opening23 Apr 202610 Apr 2026

Corrigenda

Corrigendum

3 updatesLatest on 16 Apr 2026Submission Ends:10 Apr 202623 Apr 2026

Date changes

Download Ends10 Apr 202623 Apr 2026Submission Ends10 Apr 202623 Apr 2026Bid Opening10 Apr 202623 Apr 2026

Tender Value

Refer Docs

EMD Value

₹2 L

Closing Date

23 Apr 2026, 10:30 amClosed

Tender Inviting Organisation

Name

O/o District Project Manager,HPCDP (P-II) Hamirpur

Address

O/o District Project Manager,HPCDP (P-II)-JICA-ODA,Hamirpur

Work Description

Construction of Training Centre at Dhanpur,Bara, Tehsil Nadaun District Hamirpur,Himacha Pradesh-Training Centre,Water Supply ,Sanitary Installation,Septic Tank Site Development,Electrical work

Tender Information

Tender ID

2026_HPCDP_133162_1

Reference Number

No. Agr. HMR. DPMU (G) (7) P-II 2025-26 Vol-I Tender File-03 Dt 02.04.2025

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Wise

Period of Work

365 days

Location

KVA Bara, Nadaun

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Refer to Bid Document

Documents Required

17 documents required · 17 mandatory

Fee/PreQual/Technical

RequiredCost of tender form as indicated in NIT 3.1.a (i) and proof may be uploaded in technical bid (.pdf)

RequiredEarnest money as indicated in NIT 3. 1.a (ii) and proof may be uploaded in technical bid (.pdf)

RequiredCertificate of registration/ enlistment as indicated in NIT Sr. No. 3.1.(a) iii (.pdf)

RequiredShould have Experience for at least 3 years during last 10 years as indicated in NIT Sr. No. 3.1.aiv (.pdf)

RequiredShould have satisfactorily completed 3 civil/multi storey building works indicated NIT Sr.No.3.1.v (.pdf)

RequiredShould have satisfactorily completed at least 1 work as indicated in NIT Sr. No. 3.1(a) vi (.pdf)

RequiredShould have Financial Statement for at least 3 years during last 10 years indicated in NIT 3.1.a vii (.pdf)

RequiredAvg annual turnover for at least 3 years during last 10 years as indicated in NIT Sr. No.3.1.a.viii (.pdf)

RequiredSolvency as indicated in NIT Sr. No. 3.1.(a) ix (.pdf)

RequiredTechnical Proposal as per as indicated in NIT Sr. No. 3.1.(a) x (.pdf)

RequiredBidder Qualification as indicated in NIT 3.1.a.xi (.pdf)

RequiredValid PAN Card as indicated in NIT Sr. No. 3.1.a.xii (.pdf)

RequiredShould be registered under GST Rules as indicated in NIT Sr. No. 3.1.a.xiii (.pdf)

RequiredSite inspection Certificate duly certified by BPM for subproject as indicated in NIT Sr.No.3.1.a.xiv (.pdf)

RequiredAffidavit for not panelized terminated under HPCDP JICA Phase-I.II indicated in NIT Sr. No.3.1.a.xv (.pdf)

Finance

RequiredLetter of Bid (.pdf)

RequiredBoQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,000

Tender Fee Payable To

DPM Hamirpur

EMD Fee Amount

₹2 L

Pre-Bid Meeting

Meeting Place

Administrative Builiding,HPCDP (P-II)-JICA-ODA

Important Dates

Last Activity

2 Apr 2026

Published

2 Apr 2026

Bid Opening

23 Apr 2026

Download Starts

2 Apr 2026

Download Ends

23 Apr 2026

Submission Starts

2 Apr 2026

Pre-Bid Meeting

7 Apr 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (76 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drain (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m,including getting out the excavated soil and disposal of surplus excavated soil as directed, within all leads & lifts complete in all kind of soils as per direction & entire satisfaction of Engineer incharge.
2Excavation in soil in hilly area by mechanical means (Hydraulic excavator) / manual means in including cutting and trimming of side slopes a including dressing of sides and ramming of bottoms, lift upto 1.5 m,including getting out the excavated soil and disposal of surplus excavated soil as directed, within all leads & lifts complete in all kind of soils as per direction & entire satisfaction of Engineer incharge.
3Excavation trenches of required width for pipes,cables etc including excavation for socket and dressing of sides,ramming of bottoms,depth upto 1.5 m,including getting out the excavted soil,and then returining the soil as required,in layers not exceeding 20 cm in depth,including ,consolidating each deposited layer by ramming,watering etc. and disposing of surplus excavted soil as directed ,with in all a lead of 50 m:Pipe cables etc. exceeding 80 mm dia.But not exceeding 300 mm dia complete in all kind of soils as per direction & entire satisfaction of Engineer incharge.
4Providing and laying of boulder filling dry hand packed properly tightly as in wire crate apron bund within all leads & lifts complete as per direction & entire satisfaction of Engineer incharge.
5Construction of hill side drain in accordance with the requirement of specifications true to lines and grades dimensions and other particulars as per drawing.Plani Concrete in M-10 grade 1:3:6 (1 Cement:3 Coarse sand:6 Coarse aggregate) provising concrete for within all leads & lifts plainreinforced concrete in open foundations complete as per drawings and technical specifications complete as per direction & entire satisfaction of Engineer incharge.
6Centering and shuttering including strutting, propping etc. and removal of form work for:-including entire carriage of materials as per drawings and technical specifications
-	Foundation footings basis of columns etc. and mass concrete complete in all respect as per direction & entire satisfaction of Engineer incharge.	-	Sqm	-	-
-	Suspended floors roofs,landings,shelves and their supports balconies girders bressumers and cantilever complete in all respect as per direction & entire satisfaction of Engineer incharge.	-	Sqm	-	-
-	Retaining walls,return walss,walls (an thickness) including attached pilasters,buttresses, plinth and string courses fillets,kerbs and steps etc. complete in all respect as per direction & entire satisfaction of Engineer incharge.	-	Sqm	-	-
-	Beams, cantilever,plinth beams lintels:-sides and soffits of beams, beam haunchings cantilever, girders bressumers and lintels not exceeding 1 (one)meter in depth complete in all respect as per direction & entire satisfaction of Engineer incharge.	-	Sqm	-	-

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 • 2.36 MB

Work Item Documents

BidDocumenFTC.pdf

Tender Documents • 1.18 MB

BOQ_196941.xls

BOQ • 0.39 MB

Corrigendum Documents

FTCCorr2ndtime.pdf

PDF • 0.52 MB

FTCDhanpurCorr.pdf

PDF • 0.47 MB

Corrigendum.PDF

PDF • 0.13 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drain (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m,including getting out the excavated soil and disposal of surplus excavated soil as directed, within all leads & lifts complete in all kind of soils as per direction & entire satisfaction of Engineer incharge.
2Excavation in soil in hilly area by mechanical means (Hydraulic excavator) / manual means in including cutting and trimming of side slopes a including dressing of sides and ramming of bottoms, lift upto 1.5 m,including getting out the excavated soil and disposal of surplus excavated soil as directed, within all leads & lifts complete in all kind of soils as per direction & entire satisfaction of Engineer incharge.
3Excavation trenches of required width for pipes,cables etc including excavation for socket and dressing of sides,ramming of bottoms,depth upto 1.5 m,including getting out the excavted soil,and then returining the soil as required,in layers not exceeding 20 cm in depth,including ,consolidating each deposited layer by ramming,watering etc. and disposing of surplus excavted soil as directed ,with in all a lead of 50 m:Pipe cables etc. exceeding 80 mm dia.But not exceeding 300 mm dia complete in all kind of soils as per direction & entire satisfaction of Engineer incharge.
4Providing and laying of boulder filling dry hand packed properly tightly as in wire crate apron bund within all leads & lifts complete as per direction & entire satisfaction of Engineer incharge.
5Construction of hill side drain in accordance with the requirement of specifications true to lines and grades dimensions and other particulars as per drawing.Plani Concrete in M-10 grade 1:3:6 (1 Cement:3 Coarse sand:6 Coarse aggregate) provising concrete for within all leads & lifts plainreinforced concrete in open foundations complete as per drawings and technical specifications complete as per direction & entire satisfaction of Engineer incharge.
6Centering and shuttering including strutting, propping etc. and removal of form work for:-including entire carriage of materials as per drawings and technical specifications
-	Foundation footings basis of columns etc. and mass concrete complete in all respect as per direction & entire satisfaction of Engineer incharge.	-	Sqm	-	-
-	Suspended floors roofs,landings,shelves and their supports balconies girders bressumers and cantilever complete in all respect as per direction & entire satisfaction of Engineer incharge.	-	Sqm	-	-
-	Retaining walls,return walss,walls (an thickness) including attached pilasters,buttresses, plinth and string courses fillets,kerbs and steps etc. complete in all respect as per direction & entire satisfaction of Engineer incharge.	-	Sqm	-	-
-	Beams, cantilever,plinth beams lintels:-sides and soffits of beams, beam haunchings cantilever, girders bressumers and lintels not exceeding 1 (one)meter in depth complete in all respect as per direction & entire satisfaction of Engineer incharge.	-	Sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drain (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m,including getting out the excavated soil and disposal of surplus excavated soil as directed, within all leads & lifts complete in all kind of soils as per direction & entire satisfaction of Engineer incharge.

2Excavation in soil in hilly area by mechanical means (Hydraulic excavator) / manual means in including cutting and trimming of side slopes a including dressing of sides and ramming of bottoms, lift upto 1.5 m,including getting out the excavated soil and disposal of surplus excavated soil as directed, within all leads & lifts complete in all kind of soils as per direction & entire satisfaction of Engineer incharge.

3Excavation trenches of required width for pipes,cables etc including excavation for socket and dressing of sides,ramming of bottoms,depth upto 1.5 m,including getting out the excavted soil,and then returining the soil as required,in layers not exceeding 20 cm in depth,including ,consolidating each deposited layer by ramming,watering etc. and disposing of surplus excavted soil as directed ,with in all a lead of 50 m:Pipe cables etc. exceeding 80 mm dia.But not exceeding 300 mm dia complete in all kind of soils as per direction & entire satisfaction of Engineer incharge.

4Providing and laying of boulder filling dry hand packed properly tightly as in wire crate apron bund within all leads & lifts complete as per direction & entire satisfaction of Engineer incharge.

5Construction of hill side drain in accordance with the requirement of specifications true to lines and grades dimensions and other particulars as per drawing.Plani Concrete in M-10 grade 1:3:6 (1 Cement:3 Coarse sand:6 Coarse aggregate) provising concrete for within all leads & lifts plainreinforced concrete in open foundations complete as per drawings and technical specifications complete as per direction & entire satisfaction of Engineer incharge.

6Centering and shuttering including strutting, propping etc. and removal of form work for:-including entire carriage of materials as per drawings and technical specifications

Foundation footings basis of columns etc. and mass concrete complete in all respect as per direction & entire satisfaction of Engineer incharge.

Sqm

Suspended floors roofs,landings,shelves and their supports balconies girders bressumers and cantilever complete in all respect as per direction & entire satisfaction of Engineer incharge.

Sqm

Retaining walls,return walss,walls (an thickness) including attached pilasters,buttresses, plinth and string courses fillets,kerbs and steps etc. complete in all respect as per direction & entire satisfaction of Engineer incharge.

Sqm

Beams, cantilever,plinth beams lintels:-sides and soffits of beams, beam haunchings cantilever, girders bressumers and lintels not exceeding 1 (one)meter in depth complete in all respect as per direction & entire satisfaction of Engineer incharge.

Sqm