Tender ID

Himachal

To Be Opened

Works

Civil Works - Roads

Construction of Farm Access Road at FIS Pandhara Choken GP Kothia Jajar Tehsil Rajgarh District Sirmour HP

Himachal Pradesh Agriculture Development Society (JICA-ODA loan)

Pandhara Choken GP Kothia Jajar Tehsil Rajgarh Dis | Sirmaur, Himachal Pradesh

Amount: Refer DocsCloses: 21 Apr 2026Closed

Timeline

Published10 Apr 2026
Pre-Bid Meeting17 Apr 2026
Closed21 Apr 2026
Bid Opening22 Apr 2026

Corrigenda

Corrigendum

1 updatesLatest on 17 Apr 2026

Tender Value

Refer Docs

EMD Value

₹40,900

Closing Date

21 Apr 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

District Project Manager, HPCDP JICA-ODA, Solan

Address

O/o District Project Manager, HPCDP (Phase-II), JICA-ODA, Solan

Work Description

Construction of Farm Access Road at FIS Pandhara Choken GP Kothia Jajar Tehsil Rajgarh District Sirmour HP

Tender Information

Tender ID

2026_HPCDP_133975_1

Reference Number

NoAgrSLNDPMUJICAODAPhaseII G 99 2023-24-155 dt10.04.2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

120 days

Location

Pandhara Choken GP Kothia Jajar Tehsil Rajgarh Dis

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

14 documents required · 14 mandatory

Fee/PreQual/Technical

RequiredCost of bidding document and earnest money 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 as indicated in NIT Sr. No. 3(a) 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)

RequiredAffidavit for not panelized and terminated under HPCDP JICA Phase-I as indicated in NIT Sr. No. 3(a) (.pdf)

Finance

RequiredBOQ (.xls)

RequiredTender Documents (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,500

EMD Fee Amount

₹40,900

Pre-Bid Meeting

Meeting Place

DPMU Near Seed Testing Lab Bergaon Chamabaghat Sol

Important Dates

Last Activity

10 Apr 2026

Published

10 Apr 2026

Bid Opening

22 Apr 2026

Download Starts

10 Apr 2026

Download Ends

21 Apr 2026

Submission Starts

10 Apr 2026

Pre-Bid Meeting

17 Apr 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (1 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in drains and channels etc. in earth work including dressing of side and bed and disposing of excavated earth up to a lead of 20 mtrs. and liftv up to 1.50mtrs. disposed earth to be levelled and neatly dressed.
2Construction of hill side in accordance with the requirement of specification true to line grade (Providing and laying concrete for plain/ reinforced concrete is open foundation complete PCC grade M10 (Nominal Mix 1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
3Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead up to 50 metres within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
4WBM Grading 3 Providing laying spreading and compacting stone aggregate specific sizes to water bound macadum specifications including spreading in uniform thickness and packing rolling with three wheel 80-100 KN Static roller in stages to proper grade and camber, applying and brooming spreading stone, screening/binding material to fill up intersects of coarse aggregate watering and compacting to required density grading-II as per technical specification clause 405 by mannual means.
4.01	WBM G-II 63 to 45mm size (soling ) (Item Code HPPWDSR 2020 - Chapter 5.9.2)	-	Cum	-	-
5Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
6Cement Concrete 1:2:4 (1 Cement:2 Coarse sand : 4 aggregate stone aggregate 40 mm nominal size) in pavements, laid to required slop and camber in panels as required including consolidation finishing and tamping complete within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge. (Item Code 16.42 HPPWDSR 2020)

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 • 1.29 MB

Work Item Documents

BidFARPandharaChoken.pdf

Tender Documents • 1.39 MB

BOQ_198107.xls

BOQ • 0.28 MB

Corrigendum Documents

Corrigendum170426.pdf

PDF • 0.28 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in drains and channels etc. in earth work including dressing of side and bed and disposing of excavated earth up to a lead of 20 mtrs. and liftv up to 1.50mtrs. disposed earth to be levelled and neatly dressed.
2Construction of hill side in accordance with the requirement of specification true to line grade (Providing and laying concrete for plain/ reinforced concrete is open foundation complete PCC grade M10 (Nominal Mix 1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
3Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead up to 50 metres within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
4WBM Grading 3 Providing laying spreading and compacting stone aggregate specific sizes to water bound macadum specifications including spreading in uniform thickness and packing rolling with three wheel 80-100 KN Static roller in stages to proper grade and camber, applying and brooming spreading stone, screening/binding material to fill up intersects of coarse aggregate watering and compacting to required density grading-II as per technical specification clause 405 by mannual means.
4.01	WBM G-II 63 to 45mm size (soling ) (Item Code HPPWDSR 2020 - Chapter 5.9.2)	-	Cum	-	-
5Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
6Cement Concrete 1:2:4 (1 Cement:2 Coarse sand : 4 aggregate stone aggregate 40 mm nominal size) in pavements, laid to required slop and camber in panels as required including consolidation finishing and tamping complete within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge. (Item Code 16.42 HPPWDSR 2020)

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Excavation in drains and channels etc. in earth work including dressing of side and bed and disposing of excavated earth up to a lead of 20 mtrs. and liftv up to 1.50mtrs. disposed earth to be levelled and neatly dressed.

2Construction of hill side in accordance with the requirement of specification true to line grade (Providing and laying concrete for plain/ reinforced concrete is open foundation complete PCC grade M10 (Nominal Mix 1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

3Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead up to 50 metres within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

4WBM Grading 3 Providing laying spreading and compacting stone aggregate specific sizes to water bound macadum specifications including spreading in uniform thickness and packing rolling with three wheel 80-100 KN Static roller in stages to proper grade and camber, applying and brooming spreading stone, screening/binding material to fill up intersects of coarse aggregate watering and compacting to required density grading-II as per technical specification clause 405 by mannual means.

4.01

WBM G-II 63 to 45mm size (soling ) (Item Code HPPWDSR 2020 - Chapter 5.9.2)

Cum

5Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

6Cement Concrete 1:2:4 (1 Cement:2 Coarse sand : 4 aggregate stone aggregate 40 mm nominal size) in pavements, laid to required slop and camber in panels as required including consolidation finishing and tamping complete within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge. (Item Code 16.42 HPPWDSR 2020)