Himachal

Technical BO

Works

Water Equipments/ Meter/ Drilling/ Boring

Drilling,Lowering of assembly, Development of Tubewell,80 m deep (DTH Method) at Siuni under HPCDP(Phase-II)-JICA-ODA at Village Siuni,G.P Mati Tihra,Tehsil Hamirpur,Distt Hamirpur (H.P)

Himachal Pradesh Agriculture Development Society (JICA-ODA loan)

Siuni | Hamirpur, Himachal Pradesh

Amount: Refer DocsCloses: 10 Sept 2026Closed

Timeline

Published2 Sept 2026
Closed10 Sept 2026
Technical Evaluation17 Sept 2026
Award—

Tender Value

Refer Docs

EMD Value

₹12,200

Closing Date

10 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

Drilling,Lowering of assembly, Development of Tubewell,80 m deep (DTH Method) at Siuni under HPCDP(Phase-II)-JICA-ODA at Village Siuni,G.P Mati Tihra,Tehsil Hamirpur,Distt Hamirpur (H.P)

Tender Information

Tender ID

2026_HPCDP_142495_1

Reference Number

No. Agr. HMR. DPMU (G) (7) P-II 2026-27 Vol-I Tender File-1233 Dt 01.09.2026

Tender Type

Open Tender

Product Category

Water Equipments/ Meter/ Drilling/ Boring

Form of Contract

Item Wise

Period of Work

90 days

Location

Siuni

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Refer to Bid Document

Documents Required

17 documents required · 17 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 drilling/boring works as 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)

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

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

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

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

Finance

RequiredLetter of Bid (.pdf)

RequiredBoQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,500

EMD Fee Amount

₹12,200

Pre-Bid Meeting

Meeting Place

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

Important Dates

Last Activity

10 Sept 2026

Published

2 Sept 2026

Bid Opening

10 Sept 2026

Download Starts

2 Sept 2026

Download Ends

10 Sept 2026

Submission Starts

2 Sept 2026

Pre-Bid Meeting

5 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (16 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Earth 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 directed, within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.	0.29	Cum	-	-
2	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.	0.05	Cum.	-	-
3	Brick work with common burnt clay F.P.C. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shape and sizes in cement mortar 1:6 (1 cement:6 Sand) complete in all respect with all leads and lifts and to the entire satisfaction of the Engineer-in Charge.	0.35	Cum.	-	-
4	15 mm cement plaster on the rough side of brick wall in cement mortar 1:4 (1 cement: 4 Coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.	1.64	Sqm.	-	-
5	Transportation of suitable Truck/Truck mounted DTH/Odex attachment /percussion Calyx/RC portable rigs alongwith necessary accessories etc. to the site of work and erection of rig including levelling etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.	1	Each	-	-
6Drilling bores of 200 mm dia as per ISS-2800-1979 (IS 2800 (Part-1):1991 reaffirmed from ground level in the over-burden as per decision of the Engineer-in -charge/Hydrologist with DTH rig for drilling through rocky formations consisting of sand stones,limestones,dolomites,sedimentary,conglomerates,metamorphic and igeneous rocks,including cost of consumable stores,bitswater POL etc. complete in all respect as details below:-
6.01	From 0 to 10 mtrs depth=1*10=10 Rmt.	10	Rmt.	-	-
6.02	Above 10 mtrs=1*70=70 Rmt.	70	Rmt.	-	-
7	Collection,preservation and display of suitable size sample box with top lid and locking artrangement till handing over of the tubewell to the department within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge.	1	No.	-	-
8	Supplying and Lowering of IS marked electric resistance welded M.S pipe 175 mm dia nominal size housing,6.40 mm thick bevelled edge confirming to I.S 4270-2001 with upto date amendments,if any,about 4 mtrs to 7 mtrs in length,welded without any circcumferential joints,into bore holes in vertical position including cost of all scaffolding derricks,poles,clamps embedded in foundation etc. inculding cost of cutting,threading and welding of pipes etc. within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge.	59.1	Rmt.	-	-

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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.09 MB

Work Item Documents

BidDocumentSiuni.pdf

Tender Documents • 1.14 MB

BOQ_211719.xls

BOQ • 0.29 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Earth 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 directed, within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

0.29

Cum

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.

0.05

Cum.

Brick work with common burnt clay F.P.C. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shape and sizes in cement mortar 1:6 (1 cement:6 Sand) complete in all respect with all leads and lifts and to the entire satisfaction of the Engineer-in Charge.

0.35

Cum.

15 mm cement plaster on the rough side of brick wall in cement mortar 1:4 (1 cement: 4 Coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

1.64

Sqm.

Transportation of suitable Truck/Truck mounted DTH/Odex attachment /percussion Calyx/RC portable rigs alongwith necessary accessories etc. to the site of work and erection of rig including levelling etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Each

6Drilling bores of 200 mm dia as per ISS-2800-1979 (IS 2800 (Part-1):1991 reaffirmed from ground level in the over-burden as per decision of the Engineer-in -charge/Hydrologist with DTH rig for drilling through rocky formations consisting of sand stones,limestones,dolomites,sedimentary,conglomerates,metamorphic and igeneous rocks,including cost of consumable stores,bitswater POL etc. complete in all respect as details below:-

6.01

From 0 to 10 mtrs depth=1*10=10 Rmt.

Rmt.

6.02

Above 10 mtrs=1*70=70 Rmt.

Rmt.

Collection,preservation and display of suitable size sample box with top lid and locking artrangement till handing over of the tubewell to the department within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge.

No.

Supplying and Lowering of IS marked electric resistance welded M.S pipe 175 mm dia nominal size housing,6.40 mm thick bevelled edge confirming to I.S 4270-2001 with upto date amendments,if any,about 4 mtrs to 7 mtrs in length,welded without any circcumferential joints,into bore holes in vertical position including cost of all scaffolding derricks,poles,clamps embedded in foundation etc. inculding cost of cutting,threading and welding of pipes etc. within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge.

59.1

Rmt.