Tender For Providing Drinking Water Facility To Him Milk Plant At Dhagwar In Tehsil Dharamshala Constituency, District Kangra (H.P). (Sub Head:- Drilling Of 2 Nos Tubewell 120 Meter Deep (Deposit Work).
Tender Value
39.42 Lakhs
Estimated cost
Bid Submission
20 Aug 2026
4 days left
EMD
78850
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kangra → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Providing Drinking Water Facility To Him Milk Plant At Dhagwar In Tehsil Dharamshala Constituency, District Kangra (H.P). (Sub Head:- Drilling Of 2 Nos Tubewell 120 Meter Deep (Deposit Work).
BOQ
| Sl. No. | Item Description |
| 1 | Transportation of Rig along with allied accessories etc. complete including erection and levelling at site, through all kinds of roads, approaches, fields etc. in all leads and lifts up to site of work complete in all respects as per the direction of the Engineer-in-charge.Earth work in foundation for digging tube well in all kinds of soil including dewatering, soring, strutting from ground level to 5 mtrs, including disposing of excavated soil including all leads and lifts complete in all respect as per the direction and to the entire satisfaction of Engineer-in-charge |
| 2 | Drilling of bore of as per sepcification laid down in BIS: 2800-1991( Part-I) with up-to-date ammendments, if any with DTH rig with ODEX method in all kind of soils, boulders, rock, collapsible strata, sturated soils, artesian conditions including the cost of all consumable, stores, water, fuel, lubricants and other accessories etc. complete in all respects as per the direction and to be entire satisfaction of Engineer-in-Charge. |
| 3 | Drilling and lowering of MS casing pipes conforming to IS-4270-2001 with upto date amendments, if any of suitable sizes as mentioned above from 0-5 mtrs below ground level within all leads and lifts. (i) 0 to 5 mtrs |
| 4 | Drilling and lowering of MS casing pipes conforming to IS-4270-2001 with upto date amendments, if any of suitable sizes as mentioned above from 5-30 mtrs below ground level within all leads and lifts.(i) 5 to 30 mtrs |
| 5 | Drilling and lowering of MS casing pipe conforming to IS-4270-2001 with upto date amendments, if any of suitable size as mentioned above from 30-60 mtrs below ground level within all leads and lifts (ii) 30 to 60 mtrs. |
| 6 | Drilling and lowering of MS casing pipe conforming to IS-4270-2001 with upto date amendments if any of suitable sizes as mentioned above from 60-90 mtrs below ground level with in all leads and lifts (iii) 60 to 90 mtrs. |
| 7 | Drilling and lowering of MS casing pipe conforming to IS-4270-2001 with upto date amendments if any of suitable sizes as mentioned above from 90-120 mtrs below ground level with in all leads and lifts (iv) 90 to 120 mtrs. |
| 8 | Collection , preservation and display of suitable size sample box with top lid & locking arrangement till handing over of the tube well to the department complete in all respect as per the direction and to the entire satisfaction of Engineer-in-charge within all leads and lifts. |
| 9 | Supply and lowering of IS marked electric resistance welded MS pipes 150mm dia nominal size housing 6.40mm thick having outside diametre 168.3 mm screwed and scoketted conforming to IS 4270-2001 with upto date ammendments if any in a random length of 4 mtrs to 7 mtrs welded without any circumferential joints into bore hole in vertical position including cost of all scaffolding,derricks, poles clamps embedded in foundation etc including cost of all cutting, threadings, and welding of pipes etc complete in all respect as per the direction and to the entire satisfaction of Engineer-in-charge within all leads and lifts. |
| 10 | Providing, Fabrication and lowering of MSERW pipe 150mm Dia MS slotted pipe 150mm nominal size housing 6.40 mm thick having outer dia 168.3mm conforming to ISI-specification No. 4270-2011 with upto date ammendments if any about 4 mtrs to 7 mtrs in length should have 1600 slots per mtrs as per IS 8110-1985 of 75x1.57 mm slot size welded about any circumstances joints into the hole vertical position including cost of scaffolding derricks poles clmaps emmbended in foundation etc. complete in all respect and as per the direction and to the entire satisfaction of Engineer-in-charge within all leads and lifts. (ii) The wrapping wire having a \\"V\\" shaped (Wedge) profile wire with flat surface on the outside and producing expanding slots on the inside of various dimesions , resistance welded to a cylindrical body made of number of longitudinal special high tensile support rods to provide smooth unrestricted bore which are in turn welded into cylindrical ring coupling on both sides of screens. |
| 11 | Providing and fixing M.S centralized guides at suitable spacing for each tube well as per IS-226-1991 with uptodate amendments if any within all leads and lifts 1x4 Nos. complete in all respect and as per the direction and to the entire satisfaction of Engineer-in-charge within all leads and lifts. |
| 12 | Supply, lowering and fixing in position IS marked mild steel bail plug of 150mm dia meters with \\"U\\" hooks as per ISI-2800-1991 with upto date ammendments, if any within all leads and lifts as per the direction of the Engineer-in-charge. |
| 13 | Providing and fixing in position welded iron cap with locking arrangement of approved design to prevent foreign matter from getting into bore hole as required complete in all respect and as per the direction and to the entire satisfaction of Engineer-in-charge within all leads and lifts. |
| 14 | Providing and packing of gravel consisting of hard quartz or other suitable material with an average specific gravity of not less than 2.5 not containing more than 2% by weight of thin flat or elongated pieces shall be of sub rounded pr rounded grains with minimum angular features of size 2- 3.35 mm & shall be free from impurities such as shafe, shales, mica, felspar , clay, sand, dirt, loam beamatte and organic material as per IS-4097-1967 with upto ammendments if any around intake of tube well within minimum thickness of shround around screen generally 100mm to the entire depth of the bore as per IS 2800 (Part.I) 1991 with upto date ammendments if any complete in all respect and as per the direction and to the entire satisfaction of Engineer-in-charge within all leads and lifts. |
| 15 | Extraction of all sizes blind /casing pipes with machine starting from the bottom of the bore hole complete in all respect and as per the direction and to the entire satisfaction of Engineer-in-charge within all leads and lifts.. a) In contact with soil |
| 16 | Development of tube well by back washing method, with air compressor of minimum 750CFM capacity pumping pipe of 150mm size and air line of minimum 65mm size or with other suitable method, till the well is thoroughly delveoped as per clause 4.2 of IS-11189-1985 with upto date amendments if any complete in all respect and as per the direction and to the entire satisfaction of Engineer-in-charge within all leads and lifts. |
| 17 | Development of tube well by continuous over pumping method with VT pump /submersible pumps of suitable capacity not less than double the discharge established by the compressor method /design discharge until the well is sand free as per IS-11189-1985 with upto date ammendments. if any, complete in all respect as per direction of the Engineer-in-charge. The draw down and discharge to be established by running the VT /submersible pump continously for 8 hours in the presence of officer not less than the rank of Assistant Engineer. |
| 18 | Testing the verticalty of the tube well as per clause 4.3 of IS-2800 (Part-II) 1979 with upto date ammendments, if any using plumb or plunger 6mm smaller in dia within the inside diametre of the well casing.The results of the verticalty test shall be recorded on proforma shown in appendix A of IS-2800(Part.II) 1979 with upto date ammendments, if any, as appended with the tender documents and handed over complete in all respect as per the direction of the Engineer-in-charge. |
| 19 | Dismentalling of the Rig and other allied accessories after completion of job complete in all respect and as per the direction and to the entire satisfaction of Engineer-in-charge within all leads and lifts. |
| 20 | Construction of barbed wire enclosure of minimum of size 2.5x2.5m to safe guard the bore of tube well with angle iron of size 40x40x6mm, 1.5 mtr in height embedded in concrete block of 30x30x30cm complete in all respect and as per the direction and to the entire satisfaction of Engineer-in-charge within all leads and lifts.. |
| 21 | Handing over of the tubewell in complete shape as per appendex \\"B\\" of of IS 2800 (Part-II)1979 with up to date ammendments if any, as appended with the tender documents, in laminated from in triplicate complete in all respect and as per the direction and to the entire satisfaction of Engineer-in-charge within all leads and lifts. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 12, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 20, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysAug 20, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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