Himachal

Technical BO

Works

Civil Works - Water Works

C/o Additional Work at Flow Irrigation Scheme Bhadrohi, G.P Jamani, Tehsil Sarkaghat, District Mandi (H.P.)

Himachal Pradesh Agriculture Development Society (JICA-ODA loan)

G.P Jamani, Tehsil Sarkaghat, District Mandi (H.P. | Mandi, Himachal Pradesh

Amount: ₹1.3 LCloses: 17 Jul 2026Closed

Timeline

Published8 Jul 2026
Closed17 Jul 2026
Technical Evaluation6 Aug 2026
Award—

Tender Value

₹1.3 L

EMD Value

₹2,700

Closing Date

17 Jul 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

O/o District Project Manager, HPCDP (Phase-II), JI

Address

O/o District Project Manager, HPCDP (Phase-II), JICA-ODA, Mandi Distt. Mandi (H.P.). Agriculture Complex Khaliyar Mandi Distt. Mandi (H.P).

Work Description

C/o Additional Work at Flow Irrigation Scheme Bhadrohi, G.P Jamani, Tehsil Sarkaghat, District Mandi (H.P.)

Tender Information

Tender ID

2026_HPCDP_138462_1

Reference Number

F(5)-130/2026-1404dt08.07.2026

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Item Rate

Period of Work

90 days

Location

G.P Jamani, Tehsil Sarkaghat, District Mandi (H.P.

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

16 documents required · 16 mandatory

Fee/PreQual/Technical

RequiredCost of tender form (Pay in Slip) as indicated in NIT Sr. No. 3(a) i (.pdf)

RequiredEarnest money (Pay in Slip) 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 in the last 10 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)

RequiredShould have satisfactory one work indicating experience in key activities in NIT Sr. No. 3(a) v (.pdf)

RequiredFinancial Statements as indicated in NIT Sr. No. 3(a) vi (.pdf)

RequiredAverage annual turnover as indicated in NIT Sr. No. 3(a) vii (.pdf)

RequiredSolvency as indicated in NIT Sr. No. 3(a) viii (.pdf)

RequiredTechnical Proposal as indicated in NIT Sr. No. 3(a) ix (.pdf)

RequiredBidders Qualification Forms as indicated in NIT Sr. No. 3(a) x (.pdf)

RequiredValid PAN Card as indicated in NIT Sr. No. 3(a) xi (.pdf)

RequiredShould be registered under Goods and service tax as indicated in NIT Sr. No. 3(a) xii (.pdf)

RequiredSite Inspection Certificate Sr. No. 3(a) xiii (.pdf)

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

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,500

EMD Fee Amount

₹2,700

Pre-Bid Meeting

Meeting Place

O/o District Project Manager, HPCDP (Phase-II), JI

Important Dates

Last Activity

18 Jul 2026

Published

8 Jul 2026

Bid Opening

18 Jul 2026

Download Starts

8 Jul 2026

Download Ends

17 Jul 2026

Submission Starts

8 Jul 2026

Pre-Bid Meeting

14 Jul 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (13 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavation work by mechanical means / manual means in foundation trenches or drains , including dressing of sides and ramming of bottoms , lift up to 1.5 mtr. Including getting out the exvcavbated soil and disposal of surplus excavated soil as directed , within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.	2.85	Cum	-	-
2	Excavating 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.	250	Rmt	-	-
3Centering and shuttering including strutting, propping etc. and removal of form work for :
3.01	Foundations, footings, bases for columns, mass concrete complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.	6.36	Sqm	-	-
3.02	Walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.	16.9	Sqm	-	-
4	Providing 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.	0.45	Cum	-	-
5	Providing and laying in position cement concrete 1:3:6 (1 Cement: 3 coarse sand : 6 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.	1.8	Cum	-	-
6Providing 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 :
6.01	All work up to plinth level excluding the cost of centering, shuttering & reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.	0.35	Cum	-	-
6.02	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.	0.95	Cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.01 MB

Technical Bid Opening

tech_bid_open.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 • 1.58 MB

Work Item Documents

BiddocumentBhadrohi.pdf

Tender Documents • 1.49 MB

BOQ_205119.xls

BOQ • 0.31 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation work by mechanical means / manual means in foundation trenches or drains , including dressing of sides and ramming of bottoms , lift up to 1.5 mtr. Including getting out the exvcavbated soil and disposal of surplus excavated soil as directed , within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

2.85

Cum

Excavating 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.

250

Rmt

3Centering and shuttering including strutting, propping etc. and removal of form work for :

3.01

Foundations, footings, bases for columns, mass concrete complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

6.36

Sqm

3.02

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

16.9

Sqm

Providing 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.

0.45

Cum

Providing and laying in position cement concrete 1:3:6 (1 Cement: 3 coarse sand : 6 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.

1.8

Cum

6Providing 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 :

6.01

All work up to plinth level excluding the cost of centering, shuttering & reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

0.35

Cum

6.02

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.

0.95

Cum