Himachal

Technical Eval

Works

Civil Works - Lift Irrigation Schemes

Providing Distribution System LIS Ramehra,Rohwin,Kharwar under HPCDP (Phase-II)-JICA-ODA

Himachal Pradesh Agriculture Development Society (JICA-ODA loan)

Bhoranj | Hamirpur, Himachal Pradesh

Amount: Refer DocsCloses: 11 Sept 20265 Sept 2026Closed

Timeline

Published29 Aug 2026
Closed11 Sept 2026
Technical Evaluation17 Sept 2026
Award—

Bids

3 Bids17 Sept 2026

#	Company	Status
1	ABHINAV KAUSHAL GOVT CONTRACTOR Accepted-Technical VILL MAMEL PO TEH KARSOG DISTRICT SOLAN HP	Accepted-Technical Admitted
2	Naveen Kumar Accepted-Technical BANIKHET NAVEEN KUMAR BANIKHET CHAMBA HIMACHAL PRADESH 176303 \| CHAMBA \| HIMACHAL PRADESH \| 176303	Accepted-Technical Admitted
3	Rohit Mehta Accepted-Technical VPO JAHOO TEH NANKHARI DISTRICT SHIMLA HP \| SHIMLA \| HIMACHAL PRADESH \| 171001	Accepted-Technical Admitted

Corrigenda

Corrigendum

2 updatesLatest on 8 Sept 2026Submission Ends:5 Sept 202611 Sept 2026

Date changes

Download Ends5 Sept 202611 Sept 2026Submission Ends5 Sept 202611 Sept 2026Bid Opening5 Sept 202611 Sept 2026

Tender Value

Refer Docs

EMD Value

₹69,324

Closing Date

11 Sept 2026, 11:00 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

Providing Distribution System LIS Ramehra,Rohwin, Kharwar under HPCDP (Phase-II)-JICA-ODA

Tender Information

Tender ID

2026_HPCDP_142259_1

Reference Number

No. Agr. HMR. DPMU (G) (7) P-II 2026-27 Vol-I Tender File-1169 Dt 29.08.2026

Tender Type

Open Tender

Product Category

Civil Works - Lift Irrigation Schemes

Form of Contract

Item Wise

Period of Work

180 days

Location

Bhoranj

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Refer to Bid Document

Documents Required

18 documents required · 18 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 irrigation/water supply works indicated in NIT Sr.No.3.1a.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)

RequiredEmpanelled firms of manufacturers for HDPE Pipes as indicated in NIT3.1.a.xii (.pdf)

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

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

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

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

Finance

RequiredLetter of Bid (.pdf)

RequiredBoQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,500

EMD Fee Amount

₹69,324

Pre-Bid Meeting

Meeting Place

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

Important Dates

Last Activity

17 Sept 2026

Published

29 Aug 2026

Bid Opening

11 Sept 2026

Download Starts

29 Aug 2026

Download Ends

11 Sept 2026

Submission Starts

29 Aug 2026

Pre-Bid Meeting

2 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (32 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 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 dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil in ordinary rock as well as for all kinds of soil directed, within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
2Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then 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 lead and lifts including restoration of unmettalled surfaces to its original condition 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 m, for 63mm & 75mm including getting out the excavated soil, and then 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 lead and lifts including restoration of unmettalled surfaces to its original condition complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
4Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, for 90mm & 110 mm including getting out the excavated soil, and then 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 lead and lifts including restoration of unmettalled surfaces to its original condition complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
5Prepration & Consolidation of subgrade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 depth,dressing to chamber and consolidating with road roller including making good the undulations etc. and re-rolling the subgrade and disposal of surplus earth material complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
6Supply and stacking at site (of 63 mm to 45 mm stone aggregates) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
7Laying & Spreading and compacting complete stone aggregates of specified sizes to water bound macadam specifications in uniform thickness,handpicking,rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber,applying and brooming requisite type of screening/binding material to fill up interstices of coarse aggregate,watering and compacting to required intensity complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
8Scarifying metalled (Water Bound) road surface including disposal of rubbish,consolidation of the aggregate received from scarifying with power road roller of 8 to 10 Tonne capacity complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
9Surface dressing on new surface with paving bitumen of grade VG-10 of approved quality using 2.25Kg of bitumen per sqm with 1.65 cum of stone chipping 13.2 mm nominal size per 100 sqm of road surface,including consolidation with road roller of 6 to 8 Tonnes capacity complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
10Providing and laying in position cement concrete 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) in foundation & plinth and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.12 MB

Work Item Documents

BOQ_211329.xls

BOQ • 0.34 MB

BidDocumentDScluster.pdf

Tender Documents • 1.22 MB

Corrigendum Documents

CorrExtension.PDF

PDF • 0.21 MB

CorrigendumRemehra.PDF

PDF • 0.14 MB

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Company

ABHINAV KAUSHAL GOVT CONTRACTOR

Accepted-Technical

VILL MAMEL PO TEH KARSOG DISTRICT SOLAN HP

Naveen Kumar

Accepted-Technical

BANIKHET NAVEEN KUMAR BANIKHET CHAMBA HIMACHAL PRADESH 176303 | CHAMBA | HIMACHAL PRADESH | 176303

Rohit Mehta

Accepted-Technical

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

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth 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 dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil in ordinary rock as well as for all kinds of soil directed, within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
2Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then 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 lead and lifts including restoration of unmettalled surfaces to its original condition 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 m, for 63mm & 75mm including getting out the excavated soil, and then 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 lead and lifts including restoration of unmettalled surfaces to its original condition complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
4Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, for 90mm & 110 mm including getting out the excavated soil, and then 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 lead and lifts including restoration of unmettalled surfaces to its original condition complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
5Prepration & Consolidation of subgrade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 depth,dressing to chamber and consolidating with road roller including making good the undulations etc. and re-rolling the subgrade and disposal of surplus earth material complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
6Supply and stacking at site (of 63 mm to 45 mm stone aggregates) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
7Laying & Spreading and compacting complete stone aggregates of specified sizes to water bound macadam specifications in uniform thickness,handpicking,rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber,applying and brooming requisite type of screening/binding material to fill up interstices of coarse aggregate,watering and compacting to required intensity complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
8Scarifying metalled (Water Bound) road surface including disposal of rubbish,consolidation of the aggregate received from scarifying with power road roller of 8 to 10 Tonne capacity complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
9Surface dressing on new surface with paving bitumen of grade VG-10 of approved quality using 2.25Kg of bitumen per sqm with 1.65 cum of stone chipping 13.2 mm nominal size per 100 sqm of road surface,including consolidation with road roller of 6 to 8 Tonnes capacity complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
10Providing and laying in position cement concrete 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) in foundation & plinth and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth 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 dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil in ordinary rock as well as for all kinds of soil directed, within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

2Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then 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 lead and lifts including restoration of unmettalled surfaces to its original condition 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 m, for 63mm & 75mm including getting out the excavated soil, and then 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 lead and lifts including restoration of unmettalled surfaces to its original condition complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

4Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, for 90mm & 110 mm including getting out the excavated soil, and then 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 lead and lifts including restoration of unmettalled surfaces to its original condition complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

5Prepration & Consolidation of subgrade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 depth,dressing to chamber and consolidating with road roller including making good the undulations etc. and re-rolling the subgrade and disposal of surplus earth material complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

6Supply and stacking at site (of 63 mm to 45 mm stone aggregates) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

7Laying & Spreading and compacting complete stone aggregates of specified sizes to water bound macadam specifications in uniform thickness,handpicking,rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber,applying and brooming requisite type of screening/binding material to fill up interstices of coarse aggregate,watering and compacting to required intensity complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

8Scarifying metalled (Water Bound) road surface including disposal of rubbish,consolidation of the aggregate received from scarifying with power road roller of 8 to 10 Tonne capacity complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

9Surface dressing on new surface with paving bitumen of grade VG-10 of approved quality using 2.25Kg of bitumen per sqm with 1.65 cum of stone chipping 13.2 mm nominal size per 100 sqm of road surface,including consolidation with road roller of 6 to 8 Tonnes capacity complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

10Providing and laying in position cement concrete 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) in foundation & plinth and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.