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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance VILLAGE SHANAN P O SANJAULI DISTT SHIMLA | SHIMLA | SHIMLA | HIMACHAL PRADESH | Admitted-Finance |
| 2 | Admitted-Finance R O JARNAIL COTTAGE BCS NEW SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical UPPER KANGNA DHAR VERMA COTTAGE BELOW BCS SHIMLA 9 | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹8.3 L
EMD Value
₹16,690
Closing Date
22 Jan 2024, 11:00 amClosed
AGM WSD SJPNL
AGM WSD SJPNL US CLUB SHIMLA 171001
LWSS Shimla Town SH Providing and Laying 150mm dia GI pipe line to Phagli Tank Ridge Sub Division
2024_MC_84022_1
219 dated 15/01/2024
Open Tender
Civil Works
Item Rate
90 days
Shimla
Please refer Tender documents.
7 documents required · 7 mandatory
₹350
Yes
GM MC
₹16,690
Yes
7 Feb 2024
15 Jan 2024
22 Jan 2024
15 Jan 2024
22 Jan 2024
15 Jan 2024
15 Jan 2024 - 22 Jan 2024
Amount
Excavation in foundation, trenches etc., in earth work in all type of soil such as pick work, jumper work, blasting work Kankar, moorum shingles including decomposed soft and hard rock i/c cutting of top of metelled road etc, upto all heights stacking the excavated earth not more than 3 meters clear from the edge of excavation and then returing the stacked soil in 15cm. layers, when required into plinth and sides of foundation etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth up to all leads and lifts etc., complete in all respect and as per the direction of Engineer-in-Charge.
Providing and Laying ,Jointing and testing 150mm dia MS pipe thickness 5.2mm thickness (earth work in trenches to be measured and paid separately) including all leads and lifts complete in all respects and as per direction of Engineer -in-Charge.
Providing and fixing of ISI marked sluice valves conforming to IS 14846 latest with upto date amendments of Kirloskar/Gled/Leader/Kartar/KSB/VAG make for nominal pressure PN 1.6. The valve should be of rising stem type, supplied without hand wheels but with caps. The materials for different Table 1 of 15 14646. The valves shall be installed at existing water lines by cutting existing lines welding suitable size making flanges and spool/ tail pieces etc. as per site conditions in all respects as per site conditions in all respects as per directions by Engineer-in-Charge. (150 mm dia)
Providing, welding and fixing of MS flanges at suitable reaches, conforming to Table - 28 (Latest with upto ate amendments) and welding of MS flanges with G.I. Pipes/ MSERW pipes in two layers on both faces to make the joint leak proof (The cost of providing and laying of G.I. Pipes/MSERW Pipes to be measured and paid for separately). The welding of flanges should conform to IS 816 - 1969 with electrode as per IS : 814 - 1991 and required number of nuts & bolts conforming to IS : 1364. The thickness of gasket not less than 3.00 mm conforming to IS : 2712 - 1998. The work shall be done as per entire satisfaction of Enginner- in-Charge within all leads and lifts. (150mm dia)
Providing &Fixing MS Bend (Heavy class) including all leads and lifts complete in all respects as per direction by Engineer-in-Charge.(150mm dia)
Providing &Fixing MS Tee 150x150 mm dia (Heavy class) including all leads and lifts complete in all respects as per direction by Engineer-in-Charge.
Providing form work with steel plates 3.15mm thick welded with angle iron frame 30x30x5mm so as to give finish including centering, shuttering, strutting and propping etc., with wooden ballies and battens height of propping and centring below supporting floor to ceiling not exceeding 4 metres and removal of the same for insitu reinforced concrete and plain concrete work in:- (Vertical surface such as well (any thickness) partitions and the like i/c attached pilasters, buttresses plinth and string courses and the link : Detail of cost for a parapet wall 15mtrs. Long & 1.00 m height,for surface area 2x15x1=30 sqm Vertical surface such as walls (any thickness) partitions and the like including attached pillasters buttresses, plinth and string courses and the like.
P/L cement concrete work 1:3:6 (1cement:3sand:6stone aggregate 40mm nominal size )and curing complete excluding cost of form work :-R/wall
Stone soling properly hand packed filling interstics with spills and consolidating to the required gradient with all leads and lifts complete in all respect as per direction of Engineer in charge.
Providing and laying cement concrete 1:2:4 ( 1 cement: 2sand:4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in foundation and plinth. including all leads and lifts complete in all respects and as per direction of Engineer in Charge.
Cutting of pipe of Different dia at Diffrent Points complete in all respect and as per the direction of Engineer-in-Charge.
Welding of pipe of Different dia at Different points complete in all respect and as per the direction of Engineer-in-charge.
balwant Singh Panwar
uttam chand kashyap
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