Tender For Drilling, Installation, Testing And Commissioning Of 01 Nos Borewell At Bsf C Us Shq Bsf Bhopal.
Tender Value
9.71 Lakhs
Estimated cost
Bid Submission
30 Jul 2026
4 days left
EMD
19436
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bhopal → Madhya Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Drilling, Installation, Testing And Commissioning Of 01 Nos Borewell At Bsf C Us Shq Bsf Bhopal.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 24-Jul-2026 | Amendment/Correction | Other | 30-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Percentage BoQ BoQ_Ver3.0 Percentage Normal INR Only INR Select, At Par, Excess (+), Less (-) IOCL Tender Inviting Authority: Executive Engineer (Civil) Ftr Hq (Spl Ops) BSF Odisha at Bangalore Name of Work: Drilling, Installation, Testing and commissioning of 01 Nos Borewell at BSF Campus SHQ BSF Bhopal. Contract No: NIT/Ftr HQ/BSF/01/2026-27 Name of the Bidder/ Bidding Firm / Company : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # |
| 2 | Item Description |
| 3 | Drilling of overburden by rock roller/ drag/ button bit to accommodate casing pipe of 15\\" dia . Including sample collection at every 3m interval and preparation of litho log, measurement of discharged through V-notch at various stages (depth) of drilling. |
| 4 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge.273 mm nominal size dia having minimum wall thickness 5.60 mm |
| 5 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge.273 mm nominal size dia having minimum wall thickness 5.60 mm |
| 6 | Drilling in Gondwana formation by using suitable bit to accommodate 7\\" casing pipe upto 200m including sample collection at every 3m interval, prepartion of litho log and collection of 3 Nos water sample using standard procedure during ( 02 nos basic analysis and one for heavy metal including Arsenic), measurement of discharge through V-notch at various stages (depth)of drilling. |
| 7 | Reaming using rock roller/ button bit for wells using the bit size not less than 238mm (9-1/2\\") in wells encountering caving formation at intemmitant depth to accommodate part assembly of 168mm (7 inches) diameter in a well. The part assembly (168mm dia pipe) should be lowered using reverse socket through drill string. |
| 8 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge.168 mm nominal size dia having minimum wall thickness 5.60 mm |
| 9 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge.168 mm nominal size dia having minimum wall thickness 5.6 mm |
| 10 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 273 mm dia |
| 11 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 168 mm nominal size dia |
| 12 | Caliper logging, submission of logging graph and report. |
| 13 | Pumping test(includes development of well by overpumping, SDT, APT and collection of water samples) for a minimum of 500 mins duration(In case of having yield more than 120lpm) |
| 14 | Water Quality Analysis for 3 set(1 Basic + 1 Heavy Metal) in NABL accredited labs and submission of report from NABL lab (2 nos during drilling at different depth and 1 no from PYT/pump test) including basic and heavy metals one set |
| 15 | Construction of cement concrete plateform 0.70x0.70x0.60 (0.30m above ground level) using concrete mix of 1:2:4 around the housing pipe welded minium 6 Nos anchoring plate as per drawing. Total in Figures 971819.64 971819.64 INR Nine Lakh Seventy One Thousand Eight Hundred & Nineteen and Paise Sixty Four Only 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 INR Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 24, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 30, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 4 daysJul 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysTender Documents
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