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Construction of additional work at Lift Irrigation Scheme Dhan

Himachal Pradesh Agriculture Development Society (JICA-ODA loan)

G.P. Dhan, Tehsil Jawali, District Kangra (H.P.) | Kangra, Himachal Pradesh

Amount: ₹26.8 LCloses: 5 Oct 2026

Timeline

Published25 Sept 2026
Pre-Bid Meeting28 Sept 2026
Closes5 Oct 2026
Bid Opening5 Oct 2026

Tender Value

₹26.8 L

EMD Value

₹47,706

Closing Date

5 Oct 2026, 11:00 am

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

Construction of additional work at Lift Irrigation Scheme Dhan, G.P. Dhan, Tehsil Jawali, District Kangra (H.P.)

Tender Information

Tender ID

2026_HPCDP_144355_1

Reference Number

No.AGR. DPMU. KGR. F (7) Tender/13/2022-3018

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

90 days

Location

G.P. Dhan, Tehsil Jawali, District Kangra (H.P.)

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

15 documents required · 15 mandatory

Fee/PreQual/Technical

RequiredCost of tender form Earnest Money Online Deposited 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)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,500

EMD Fee Amount

₹47,706

Pre-Bid Meeting

Meeting Place

District Project Manager HPCDP JICA ODA

Important Dates

Last Activity

25 Sept 2026

Published

25 Sept 2026

Bid Opening

5 Oct 2026

Download Starts

25 Sept 2026

Download Ends

5 Oct 2026

Submission Starts

25 Sept 2026

Pre-Bid Meeting

28 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Clearance of silt/malwa including getting out the excavated soil and disposal of surplus excavted soil as directed with in lead of 50 m as per direction of engineer in charge
2Earth work in excavation 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 excavted soils as directed, within alead of 50 m for all kind of soil 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 excavating for sockets and dressing of sides, ramming of bottoms, depth upto 1.5m, including getting out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc and disposing of surplus excavated soil as directed, within a lead of 50m. pipes, cables etc. exceeding 80mm dia. but not exceeding 300mm dia. complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
4Providing and laying in position cement concrete 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) 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.
5Providing and laying in position reinforced cement concrete 1:1.5:3 (1cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) and curing complete in :
5.01	All work up to plinth level complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge	-	Cum	-	-
5.02	In walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level upto all level, excluding the cost of centering, shuttering and reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.	-	Cum	-	-
6Centering and shuttering including strutting, propping etc. and removal of form work for :
6.02	Walls (any thickness) including attached pilasters, butteresses, plinth and string courses complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.	-	Sqm	-	-
7Providing Mild steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

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 • 1.15 MB

Work Item Documents

biddhan.pdf

Tender Documents • 1.49 MB

BOQ_214670.xls

BOQ • 0.24 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Clearance of silt/malwa including getting out the excavated soil and disposal of surplus excavted soil as directed with in lead of 50 m as per direction of engineer in charge
2Earth work in excavation 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 excavted soils as directed, within alead of 50 m for all kind of soil 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 excavating for sockets and dressing of sides, ramming of bottoms, depth upto 1.5m, including getting out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc and disposing of surplus excavated soil as directed, within a lead of 50m. pipes, cables etc. exceeding 80mm dia. but not exceeding 300mm dia. complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
4Providing and laying in position cement concrete 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) 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.
5Providing and laying in position reinforced cement concrete 1:1.5:3 (1cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) and curing complete in :
5.01	All work up to plinth level complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge	-	Cum	-	-
5.02	In walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level upto all level, excluding the cost of centering, shuttering and reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.	-	Cum	-	-
6Centering and shuttering including strutting, propping etc. and removal of form work for :
6.02	Walls (any thickness) including attached pilasters, butteresses, plinth and string courses complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.	-	Sqm	-	-
7Providing Mild steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding 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

1Clearance of silt/malwa including getting out the excavated soil and disposal of surplus excavted soil as directed with in lead of 50 m as per direction of engineer in charge

2Earth work in excavation 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 excavted soils as directed, within alead of 50 m for all kind of soil 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 excavating for sockets and dressing of sides, ramming of bottoms, depth upto 1.5m, including getting out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc and disposing of surplus excavated soil as directed, within a lead of 50m. pipes, cables etc. exceeding 80mm dia. but not exceeding 300mm dia. complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

4Providing and laying in position cement concrete 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) 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.

5Providing and laying in position reinforced cement concrete 1:1.5:3 (1cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) and curing complete in :

5.01

All work up to plinth level complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge

Cum

5.02

In walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level upto all level, excluding the cost of centering, shuttering and reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Cum

6Centering and shuttering including strutting, propping etc. and removal of form work for :

6.02

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

Sqm

7Providing Mild steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.