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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 LAccepted-AOC R O JARNAIL COTTAGE BCS NEW SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | L1 | Accepted-AOC quoted rate | |
| 2 | L2₹8.5 L+₹72,690 (9.30%)Rejected-Finance R O VILL CHEOG TEH THEOG DISTT SHIMLA | L2 | Rejected-Finance hair bidders | |
| 3 | L3₹9.8 L+₹1.9 L (24.9%)Rejected-Finance H NO 26 HB COLONY SHIMLA DISTT SHIMLA 1 | SHIMLA | HIMACHAL PRADESH | 171001 | L3 | Rejected-Finance hair bidders | |
| 4 | Not Admitted-Fee/PreQual/Technical VILLAGE GOLHUIEN PO KILOD TEHSIL DISTT CHAMBA HP | CHAMBA | CHAMBA | HIMACHAL PRADESH | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 5 | Not Admitted-Fee/PreQual/Technical GOVT CONT V P O LEDA TEHSIL BALH DISTT MANDI | MANDI | HIMACHAL PRADESH | 175001 | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹7.5 L
EMD Value
₹15,061
Closing Date
21 Mar 2025, 11:00 amClosed
AGM WSD SJPNL
AGM WSD SJPNL US CLUB SHIMLA 171001
A R M O LWSS Shimla city from Giri river SH P L of API pipe 200 mm dia Scour pipe line at RD 3810 for scouring arrangement of Right side 450 mm dia R Main by P F of Cast Steel Sluice valve 150mm dia Class ASA 300
2025_SJPNL_101719_1
807 dated 11.03.2025
Open Tender
Pipe Laying Works
Item Rate
90 days
Shimla
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Yes
₹15,061
8 May 2025
12 Mar 2025
21 Mar 2025
12 Mar 2025
21 Mar 2025
12 Mar 2025
12 Mar 2025 - 21 Mar 2025
Amount
Excavation in foundation, trenches,etc. in earth work in all kinds of soil such as pick work,jumper work,blasting work, hard blasting and chiselling etc. stacking the excavated soil not more than 3 mtrs.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into plinths sides of foundations etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within all leads and lifts.Pick work 70% and jumper work 30%.
Providing, 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 API L-210.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.
API pipe L-210 200mm dia with wall thickness 4.80mm
Manufacturing & Fixing API tube bend of required degree as per site requirment made out of parent pipe API pipe of 200 dia i/c cutting welding of API pipe complete in all respect as per the direction of the Engineer-in-charge.
200 mm dia bend.
Manufacturing & Fixing API tube Equal Tee as per site requirment made out of parent pipe API pipe of 200 dia i/c cutting welding of API pipe complete in all respect as per the direction of the Engineer-in-charge.
200 mm x 200 mm x200 mm dia Tee.
Providing and laying cement concrete 1:2:4 (1cement:2sand:4 graded stone agg. 20 mm nominal size)and curing complete excluding cost of form work i/c all leads and lifts and to the entire satisfaction of the Engineer-in-charge in :-a) Foundation and plinth.
Providing 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.
Vertical surfaces such as circular walls (any thickness), partitions and the like including attached pillasters,buttresses, plinth and string courses and the like.
Dismentling of old Sluice valve of 150mm dia with electric welding complete in all respect as per direction of Engineer -in -Charge.
Providing and fixing double flanged cast steel sluice valve class ASA-300 of Kirloskar/Leader of various dia and capable of with standing the normal seat pressure as per BS:1414/API 600 with upto date amendment complete in all respect as per the direction of the Engineer-in-charge.
Cast steel sluice valve class ASA-300 of 150mm dia nominal bore.
SUNEEL CHAUHAN (BID ID -503975)
Munish Jain (BID ID -504317)
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