Tender For Restoration Of Rain Damages Water Supply Scheme Mandi Town In Distt. Mandi (Hp).(Sh:- Dismantling, Relaying, Laying, Jointing & Testing Of Gms Tubes 80Mm Dia & 65Mm Dia By Butt Welding From Hospital Tank Towards Bari & Construction of repa
Tender Value
3.01 Lakhs
Estimated cost
Bid Submission
14 Jul 2026
7 days left
EMD
6050
Bank guarantee accepted
Document Fee
350
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mandi → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Restoration Of Rain Damages Water Supply Scheme Mandi Town In Distt. Mandi (Hp).(Sh:- Dismantling, Relaying, Laying, Jointing & Testing Of Gms Tubes 80Mm Dia & 65Mm Dia By Butt Welding From Hospital Tank Towards Bari & Construction of repair renovation Pedestal With Mud Cusion Over Pipe).
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in foundation and trenches etc. (including pipes and pits upto all depths) in all kinds of soil such as pick work, jumper work, blasting and chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming and dressing of sides, levelling of bed to correct grade stacking the excavated soil clear from the edge of excavation and returning the excavated soil after laying, jointing and testing of GI pipes in trenches in 15cm layers including consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting and trimming dressing where ever required including restoration of un-metalled surface to its original condition including cost of diversion for traffic night signals fixing caution board, crossing over trenches for access to houses and fencing etc. complete in all respects with in all leads & lifts as per directions of Engineer-in-Charge. |
| 2 | Dismantling of GMS pipes in trenches including carefully taking out the galvanised mild steel tubes (light grade) of any diameter, stacking serviceable material and disposal of unserviceable material within all leads and lifts, as directed by the Engineer-in-Charge (Earth work in excavation to be measured and paid for separately).GMS Pipe 80 mm $ (L) WT 3.20 mm thick |
| 3 | GMS Pipe 65 mm $ (L) |
| 4 | Re-laying, jointing and testing of GMS pipe (by way of circumfrential butt welded joints by electrical arc welding) and testing of GMS pipe (class mentoned below) of following dia meters confirming to BIS: 1239 (Part-1), grade specified below (latest with upto date amendments) having wall 5.40 mm as specified below with bevelled ends and capable of withstanding required test pressure in a random length of 4 to 7 meters, including manufacturing reducers / tapers, all short pieces, beds etc. as per site requirement made from parent tubes. The laying of pipe will include all operation such as cutting, welding, jointing, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in Charge. .GMS Pipe 80 mm $ (L) WT 3.20 mm thick |
| 5 | GMS Pipe 65 mm $ (L) |
| 6 | Laying, jointing and testing of GMS pipe (by way of circumfrential butt welded joints by electrical arc welding) and testing of GMS pipe (class mentoned below) of following dia meters confirming to BIS: 1239 (Part-1), grade specified below (latest with upto date amendments) having wall 5.40 mm as specified below with bevelled ends and capable of withstanding required test pressure in a random length of 4 to 7 meters, including manufacturing reducers / tapers, all short pieces, beds etc. as per site requirement made from parent tubes. The laying of pipe will include all operation such as cutting, welding, jointing, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in Charge. GMS Pipe 80 mm $ (L) WT 3.20 mm thick |
| 7 | GMS Pipe 65 mm $ (L) |
| 8 | C/O Dry rubble masonry in breast wall and retaining walls revetment walls and parapets etc. in all leads and lifts. Please Enable Macros to View BoQ information Terms and conditions |
| 9 | The work should be executed as per PWD/JSV specifications and to the entire satisfactions of the Engineer-in Charge. |
| 10 | The GI pipes shall be supplied by the department free of cost from JS Divisional store Raghu Nath Ka Padhar on proper indent. |
| 11 | The GI fittings shall be provided by the contractor at their own cost. |
| 12 | The Contractor will be fully responsible for watch and ward of material at site of work. |
| 13 | Nothing shall be paid for rejected/sub-standard material at site of works. |
| 14 | Material should be used of approved quarry. |
| 15 | The work should be completed within the stipulated period. |
| 16 | The rates should be inclusive with GST and carriage |
| 17 | 1% labour cess will be deducted from the bill of the contractor. |
| 18 | GST as applicable will be borne by the contractor. |
AI Tender Summary
Tender Timeline
Jul 04, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 14, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysJul 15, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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