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| # | Company | Status |
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| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
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Tender Value
₹5 L
Closing Date
4 Oct 2021, 6:00 pmClosed
Xen PHE Poonch
Xen PHE Poonch
Constrrruction of water tank 5000glns at sarwali with distribution pipe Balakote (PRI)
2021_PHE_141216_2
e-NIT No. 133 of 2021-22 Dated 25-09 2021
Open Tender
Civil Works
Item Rate
30 days
Poonch
Please refer Tender documents.
3 documents required · 3 mandatory
₹600
Xen PHE Poonch
Exempted
28 Oct 2021
25 Sept 2021
5 Oct 2021
25 Sept 2021
4 Oct 2021
25 Sept 2021
Amount
PIPE WORK
Excavating trenches of required width for pipes, cables etc including excavation of rocks, dressing of sides ramming of bottoms depth up to 0.50 m including getting out the excavated soil and disposing of surplus soil up to 50 m lead with all kind of soil .
Providing and Fixing of 15 mm dia (L) complete with GI fittings excluding trenching and refilling etc. (External Work)
Providing and Fixing of 20 mm dia (L) complete with GI fittings excluding trenching and refilling etc. (External Work)
Providing and Fixing of 25 mm dia (L) complete with GI fittings excluding trenching and refilling etc. (External Work)
Dismantling of pipe for imrovement of dia removing blockages G.I pipe 15-32mm dia
Laying and Fixing of 15 mm dia (L) complete with GI fittings excluding trenching and refilling etc. (External Work)
Laying and Fixing of 20 mm dia (L) complete with GI fittings excluding trenching and refilling etc. (External Work)
Laying and Fixing of 25 mm dia (L) complete with GI fittings excluding trenching and refilling etc. (External Work)
Laying and Fixing of 32 mm dia (L) complete with GI fittings excluding trenching and refilling etc. (External Work)
Fill available excavated earth (excluding rock)in trenches , Plinths, sides of foundation etc. Layers not exceeding 20 cm in depth, consolidating each deposited layer excluding ramming and watering lead up to 50 m and lift up to 1.5 M (80% quantity of earthwork)
Carriage of G.I. Pipe avg. distance 2.00 KM by Head load from stacking place to site of work
Adnan Ul Rehman Khan
MOHD KHURSHID KHAN
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