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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 3 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹16.1 L
Closing Date
25 Nov 2021, 4:30 pmClosed
Er. Sunil Sharma
Ex. Engineer Jal Shakti Hydraulic Division Ramban
Please refer to BOQ
2021_IFC_148809_2
E-NIT 63 of 2021-22
Open Tender
Civil Works
Item Rate
45 days
Ramban
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Yes
Convener, purchase committee, Directorate of ISM
Exempted
9 Dec 2021
18 Nov 2021
26 Nov 2021
18 Nov 2021
25 Nov 2021
18 Nov 2021
Amount
E/work in excavation by manual means in trenches for foundations, drains , pipes , cables etc. (Not exceeding 1.5mtr in width) and for shafts , wells , cesspits and like not exceeding 10 Sqm on Plan, depth up to 1.50 mtr. Including disposal of excavted earth , with all leades and lift completed , disposed earth to be levelled neatly dressed in all kind of soil .
Providing and Fixing of G.I. Pipes complete excluding Trenching and refilling etc external work. Including testing and commissioning . G.I. Pipes 40mmØ
G.I. Pipes 25mmØ
Providing and fixing G.I. Union in G.I Pipes pipe including cutting and threading the pipe and making long screws etc. complete (new work) G.I. Union 40mmØ
G.I. Union 25mmØ
Making Connection of G.I Distribution branches with G.I Main of following sizes by providing and fixing TEE, including cutting and threading the pipe etc. complete. 25 to 40 mm nominal Bore
Design , Construction , Testing and commissioning including conducting of bearing capacity of soil for 2000 GPH Slow Sand filtration Plant at Krishana Colony the contractor has to complete the works in all respects
Carriage of G.I. Pipes road side to site of work average distance of 2.00 KM by head load.
Filling available excavted earth ( excl. rock) in trenches , Plinth , sides of foundations etc in layer not exceeding 20cm in depth consolidating each deposited layer by ramming & watering , lead up to 50m & lift up to 1.50 excluding ramming and watering
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