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Tender Value
₹13.9 L
EMD Value
₹27,880
Closing Date
7 Oct 2026, 3:00 pm6d left
SHYAM LAL
Ambala Cantt. (M) PHED
Tajewala Village Providing and Installing 1 No. Tubewell against failure T/Well at Spolion Bans and Laying of Water Supply Pipe Line at Village Tajewala, Block Partap Nagar, Distt. Yamuna Nagar Demand received in Jan Sanvaad
2026_HRY_550940_1
202601F98AFE 7D76 426F ACE6 E63EF61B0E5E549PUH
Open Tender
Civil Works
Works
30 days
TAJEWALA
as per DNIT
5 documents required · 5 mandatory
₹1,000
₹27,880
Yes
29 Sept 2026
29 Sept 2026
7 Oct 2026
29 Sept 2026
7 Oct 2026
29 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Inspection of tubewell with Geo Scanning borehole camera with display and data recorder to find out the fault and submission of suggestions regarding rectification of same to obtain the sand free water at site Including Transportation, Lodging, and Boarding. Detailed Analysis with Videography and Submission of Report, Video and also verifying the depth/ position of assembly complete in all respect to the satisfaction of Engineer-in-charge. | 1 | Per job | - | - |
| 2 | Providing clay seal of thickness 4.0 mm or above consisting of balls of local lay or bentonite mud to be placed in the annular space around the assembly the clay seal should be provided at a level of minimum 25.00 m above the top most screens depending on the logging result. | 1 | Each | - | - |
| 3 | NS item - Providing and fixing of cast iron (C.l.) D plate of size 300mm dia x 10mm thickness having weight 7 kg. to cover the top of borehole fastened with nut and bolts and clamp placed on its top for holding the pump set and GI pipes lowered in the tubewell complete in all respect to the satisfaction of Engineer-in-charge. | 1 | Nos. | - | - |
| 4 | NS item - Providing and fixing of 2” id nipple made out of GI pipe class-B and welded with flange having holes for fasting with pipe and threaded at other end with B threads in one inch (25mm) complete in all respect to the satisfaction of Engineer-in-charge. | 1 | NO. | - | - |
| 5 | Drilling of 500mm dia bore by hydraulic rotary drilling (reverse circulation method with rock roller/diamond bit) according to ISI Specification No. 2800-1991 (Part-I) as amended up to date and modified to extent of the specification attached with this schedule of items of work in all kinds of soils and boulders except rocky strata including the cost of all consumable stores, fuel, oil, soil stabilizing material and transportation of rig and other accessories to the to the site of proposed bore and back including cost of lowering of all size of casing pipe while boring and extracting the same against earth friction etc. complete to the satisfaction of the Engineer-in-Charge. | 140 | Per Metre | - | - |
| 6 | Resistivity survey with deep penetration, generator operated, D.C. resistivity meter to know the type of sub surface strata at different depths. Quantity of water likely to be available and depth of the tubewell to be installed to obtain fresh water in required quantity including transportation of equipments and manpower, submission of hard copy of resistivity survey with relevant technical data complete in all respect to the satisfaction of Engineer-in-Chief | 1 | Each | - | - |
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