Tender ID

Himachal

Technical Eval

Works

Civil Works - Roads

Construction of Farm Access Road at FIS Moorang Nallah to Karba GP Moorang Tehsil Moorang, District Kinnaur HP

Himachal Pradesh Agriculture Development Society (JICA-ODA loan)

Moorang Nallah to Karba GP Moorang Tehsil Moorang | Kinnaur, Himachal Pradesh

Amount: Refer DocsCloses: 21 Apr 2026Closed

Timeline

Published10 Apr 2026
Closed21 Apr 2026
Technical Evaluation15 May 2026
Award—

Bids

4 Bids15 May 2026

#	Company	Status
1	Nikhil Thakur Not Admitted-Fee/PreQual/Technical GOVT CONTRACTOR VILLAGE CHERI P O KIAR KOTI TEHSIL DISTT SHIMLA	Not Admitted-Fee/PreQual/Technical Not Complied with technical specification
2	Rohit Mehta Rejected-Technical VPO JAHOO TEH NANKHARI DISTRICT SHIMLA HP \| SHIMLA \| HIMACHAL PRADESH \| 171001	Rejected-Technical Only two bidders remained eligible
3	SUBHASH KAUSHAL Not Admitted-Fee/PreQual/Technical	Not Admitted-Fee/PreQual/Technical Not Complied with technical specification
4	UDHAM JOR NEGI CONTRACTOR Rejected-Technical VILLAGE SHAH PO DHARGAURA TESHIL RAMPUR DISTT SHIMLA HP \| SHIMLA \| HIMACHAL PRADESH \| 171001	Rejected-Technical Only two bidders remained eligible

Corrigenda

Corrigendum

1 updatesLatest on 17 Apr 2026

Tender Value

Refer Docs

EMD Value

₹39,900

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 Moorang Nallah to Karba GP Moorang Tehsil Moorang, District Kinnaur HP

Tender Information

Tender ID

2026_HPCDP_133984_1

Reference Number

NoAgrSLNDPMUJICAODAPhaseII G 99 2023-24-156 dt10.04.2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

120 days

Location

Moorang Nallah to Karba GP Moorang Tehsil Moorang

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

₹39,900

Pre-Bid Meeting

Meeting Place

DPMU Near Seed Testing Lab Bergaon Chamabaghat Sol

Important Dates

Last Activity

15 May 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.
2Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m. (Item Code HPSR 2020 - Chapter 2.9) Ordinary Rock : (Item Code HPSR 2020 - Chapter 2.9.1)
3Centering and shuttering including strutting ,proposing etc. and removal of form work for foundation ,footings,bases of coloumns etc
4Construction 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.
5Preparation 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.
6WBM 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.
6.01	WBM G-II 63 to 45mm size (soling ) (Item Code HPPWDSR 2020 - Chapter 5.9.2)	-	Cum	-	-
7Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction,of approved size,design and shape,laid in required color and pattern over and including 50 mm thick compacted bed of coarse sand,filling the joints with line sand etc. complete as per the direction of Engineer-in-charge.
8Providing and laying cement concrete in curves steps and the like at or near ground level excluding the cost of centering shutteing and finishing 1:1.5:3 (1 cement:1.5 sand:3 aggregate 20 mm nominal size) within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
9Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS:16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ± 2%) Zinic+PVC coated, Mesh wire diameter 2.7/3.7mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge. (Item Code HPPWDSR 2020-Chapter 16.94)

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

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

BidFARMoorangnallahtokarba.pdf

Tender Documents • 1.39 MB

BOQ_198113.xls

BOQ • 0.29 MB

Corrigendum Documents

Corrigendum170426.pdf

PDF • 0.28 MB

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Company

Nikhil Thakur

Not Admitted-Fee/PreQual/Technical

GOVT CONTRACTOR VILLAGE CHERI P O KIAR KOTI TEHSIL DISTT SHIMLA

Rohit Mehta

Rejected-Technical

VPO JAHOO TEH NANKHARI DISTRICT SHIMLA HP | SHIMLA | HIMACHAL PRADESH | 171001

SUBHASH KAUSHAL

Not Admitted-Fee/PreQual/Technical

UDHAM JOR NEGI CONTRACTOR

Rejected-Technical

VILLAGE SHAH PO DHARGAURA TESHIL RAMPUR DISTT SHIMLA HP | SHIMLA | HIMACHAL PRADESH | 171001

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.
2Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m. (Item Code HPSR 2020 - Chapter 2.9) Ordinary Rock : (Item Code HPSR 2020 - Chapter 2.9.1)
3Centering and shuttering including strutting ,proposing etc. and removal of form work for foundation ,footings,bases of coloumns etc
4Construction 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.
5Preparation 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.
6WBM 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.
6.01	WBM G-II 63 to 45mm size (soling ) (Item Code HPPWDSR 2020 - Chapter 5.9.2)	-	Cum	-	-
7Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction,of approved size,design and shape,laid in required color and pattern over and including 50 mm thick compacted bed of coarse sand,filling the joints with line sand etc. complete as per the direction of Engineer-in-charge.
8Providing and laying cement concrete in curves steps and the like at or near ground level excluding the cost of centering shutteing and finishing 1:1.5:3 (1 cement:1.5 sand:3 aggregate 20 mm nominal size) within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
9Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS:16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ± 2%) Zinic+PVC coated, Mesh wire diameter 2.7/3.7mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge. (Item Code HPPWDSR 2020-Chapter 16.94)

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.

2Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m. (Item Code HPSR 2020 - Chapter 2.9) Ordinary Rock : (Item Code HPSR 2020 - Chapter 2.9.1)

3Centering and shuttering including strutting ,proposing etc. and removal of form work for foundation ,footings,bases of coloumns etc

4Construction 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.

5Preparation 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.

6WBM 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.

6.01

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

Cum

7Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction,of approved size,design and shape,laid in required color and pattern over and including 50 mm thick compacted bed of coarse sand,filling the joints with line sand etc. complete as per the direction of Engineer-in-charge.

8Providing and laying cement concrete in curves steps and the like at or near ground level excluding the cost of centering shutteing and finishing 1:1.5:3 (1 cement:1.5 sand:3 aggregate 20 mm nominal size) within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

9Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS:16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ± 2%) Zinic+PVC coated, Mesh wire diameter 2.7/3.7mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge. (Item Code HPPWDSR 2020-Chapter 16.94)