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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical VILLAGE SHANAN P O SANJAULI DISTT SHIMLA | SHIMLA | SHIMLA | HIMACHAL PRADESH | Accepted-Technical Qualified |
| 2 | Accepted-Technical | Accepted-Technical Qualified |
| 3 | Accepted-Technical | Accepted-Technical Qualified |
| 4 | Accepted-Technical | Accepted-Technical Qualified |
| 5 | Accepted-Technical R O VILL CHEOG TEH THEOG DISTT SHIMLA | Accepted-Technical Qualified |
Tender Value
₹3.3 L
EMD Value
₹6,570
Closing Date
21 Aug 2026, 11:00 amClosed
AGM Bulk WSD SJPNL Us Club Shimla 171001
AGM Bulk WSD SJPNL Us Club Shimla 171001
LWSS for Shimla City from Koti Brandi SH Repair of 500mm dia old pipe line near Kawalag pump house
2026_SJPNL_140971_1
607-615 dated 10/08/2026
Open Tender
Pipe Laying Works
Item Rate
90 days
Shimla
Please refer Tender documents.
7 documents required · 7 mandatory
₹350
₹6,570
29 Aug 2026
11 Aug 2026
21 Aug 2026
11 Aug 2026
21 Aug 2026
11 Aug 2026
11 Aug 2026 - 21 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | 12.16 | Cum | - | - |
| 2 | Excavating trenches by mechinical/manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth,including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming,watering, etc. and disposing of surplus excavated soil as directed,within all leads and lifts.Pipes,cables etc. exceeding 300 mm dia but not exceeding 600 mm. | 12 | Rmt. | - | - |
| 3Providing, laying & commissioning at site in trenches to be beveled ended pipe conforming to IS/ISO:3183-2007 (Latest with up to date ammendments) having minimum wall thickness as specified below & capable of withstanding required test pressure as prescribed in IS/ISO code, in random lengths of 5.5 to 6.5 mtr. The pipe ends shall be levelled suitable for butt welding, including the cost of jointing with butt welding confirming to IS 816-1969 or latest applicable and with uptodate ammendments (leak proof) in three layers at site of work with welded rods of Advani/oeriliken make/ISI marked (welded rods 3mm to 4mm) and all allied accessories whatever required for welding at site, tail pieces,tee bends & other special manufactured from parent pipes as applicable to the particular reach and of approved specification as per site conditions. and cutting of pipes wherever required as per site requirement including carriage in all leads & lifts and as directed by the Engineer-In-Charge. The pipe shall have zinc coating inside & outside confirming to IS-4736-1986 or latest with upto date ammendments & shall be engraved with API L290 or X-42.The laying shall confirm to BIS 5822-970 or latest with upto date ammendments to the entire satisfaction of Engineer-In-Charge. (Earth work & cost of MS Flanges after 100meter length shall be measured & paid for seperately.) including all leads, lifts and carriage of materials at site and as per direction and to the entire satisfaction of the Engineer-In-Charge. | |||||
| 3.01 | API pipe L290 or X-42 500mm dia with wall thickness 6.40mm | 6 | Rmt | - | - |
| 4 | Manufacturing & Fixing API bend of required degree as per site requirment made out of parent API pipe 500mm dia i/c cutting welding of API pipe . | 1 | Each | - | - |
| 5Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering, strutting, strutting and propping etc. with wooden, battens, and ballies, height of propping and centring below supporting floor to ceiling not exceeding 3 mtrs.and removal of the same for insitu reinforced concrete and plain concrete work in complete in all respect i/c all leads and lifts and to the entire satisfaction of the Engineer-in-charge. | |||||
| 5.01 | Vertical surfaces such as circular walls (any thickness), partitions and the like including attached pillasters,buttresses, plinth and string courses and the like. | 13.6 | Sqm. | - | - |
| 6Providing and laying cement concrete work 1:1.5: 3 (1cement:1.5 sand:3 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:- | |||||
| 6.01 | Foundation footings, bases of column and the like and mass concrete. | 12.16 | Cum | - | - |
| 7 | Providing mild steel/Tor steel reinforcement for RCC work including bending, binding and placing in position complete. | 68 | Kg | - | - |
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