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Tender Value
Refer Docs
EMD Value
₹1.3 L
Closing Date
26 Jun 2026, 5:00 pm5d left
Similar tender results from the same govt authority in the past 3 years.
EE CHAUNTRA
EE JSD CTR
Restoration of rain damages to various WSS LWSS under Jal Shakti Sub Division , Joginder Nagar in Tehsil Joginder Nagar Distt Mandi HP SH Providing, supplying , laying, jointing, testing and carriage of various dia s GI pipe PDNA
2026_HPIPH_137130_1
EE-CTR-TA-4018-67 dated 20.06.2026-3
Open Tender
Pipe Laying Works
90 days
Joginder Nagar
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,000
EE CHAUNTRA
₹1.3 L
20 Jun 2026
20 Jun 2026
27 Jun 2026
20 Jun 2026
26 Jun 2026
20 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation trenches etc. in earth work lift up to 1.5 mtrs. Stacking the excavated soil not more than 3 metres away from the edge of excavation and then returning the stacked soil in 15 cm layers when required in to plinth and sides of foundations, consolidating each deposited layer by ramming , watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres in pick work 90% and jumper work 10%. comple in all respect as per the direction of the Engineer in charge. | 2,041 | Cum | - | - |
| 2Providing and Laying jointing and carriage of GMS tubes in trenches including tube fittings complete as per the direction of Engineer in charge. | |||||
| 2.01 | 15mm Dia | 1,500 | Rmt | - | - |
| 2.02 | 20mm Dia | 1,500 | Rmt | - | - |
| 2.03 | 25mm Dia | 3,000 | Rmt | - | - |
| 2.04 | 32mm Dia | 3,500 | Rmt | - | - |
| 2.05 | 40mm Dia | 3,000 | Rmt | - | - |
| 2.06 | 50mm Dia | 1,000 | Rmt | - | - |
| 2.07 | 65mm Dia | 400 | Rmt | - | - |
| 3Providing, Laying ,jointing, with circumferential butt joints by electrical arc welding (Welding thickness shall be equal to pipe wall thickness) and testing of G.I Pipe of Jindal/Surya Roshani or of approved rate contract of DGS and D / HP Govt make of following diameter confirming to IS:1239:1990 (Part-ii) (latest with up to date amendments having wall thickness as specified below capable of withstanding required test pressure , including manufacturing and fabrication of reducers taper all shorts pieces, bends etc as per site requirement made from parent tubes. The laying of pipe shall also include flanged joints duly welded in three layer (Two inner and one outer) Where ever required as per direction of Engineer in charge (Earth work in trenches and the cost of flanges I/C nut and bolts gasket will be measured and paid for separately) and all operation such as cutting welding and jointing fabrication of bends tees i.e lowering and laying in excavated trench to ensure required level including flushing cleaning and hydraulic testing complete in all respect to the entire satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The welding electrodes shall be as per IS 814 of Advani Overlikon/Over cord s/s make.The damaged portion of the pipe and all specials (if damaged during laying and jointing operation of pipe ) made from the parents tube shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paints over a priming coat as per AWWA specification C-203-1978. The rates also includes entire carriage of material ,flushing, Cleaning and Hydraulic testing, complete in all respect and to the entire satisfaction of Engineer in charge with in all leads and lifts | |||||
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