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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.1 LAccepted-AOC 127 3 LOWER BAZAR SHIMLA HP | SHIMLA | SHIMLA | HIMACHAL PRADESH | ₹8.1 L | L1 | Accepted-AOC quoted rate |
| 2 | L2₹9.5 LRejected-Finance UPPER KANGNA DHAR VERMA COTTAGE BELOW BCS SHIMLA 9 | ₹9.5 L | L2 | Rejected-Finance hair bidders |
| 3 | L3₹10.6 LRejected-Finance | ₹10.6 L | L3 | Rejected-Finance hair bidders |
| 4 | L4₹10.9 LRejected-Finance R O VERMA NIWAS LOWER CEMETERY SANJAULI SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | ₹10.9 L | L4 | Rejected-Finance hair bidders |
| 5 | L5₹11.2 LRejected-Finance R O VILL CHEOG TEH THEOG DISTT SHIMLA | ₹11.2 L | L5 | Rejected-Finance hair bidders |
| Sl No | Description | Qty | Unit | ashok kumar verma L2 | Lalit Thakur L3 | National Electrical Traders L1 | VINOD VERMA L6 | MANOHAR LAL VERMA L4 | uttam chand kashyap L7 | BRIJ MOHAN SUMAN L8 | SUNEEL CHAUHAN L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation trenches ( for pipes and pits ) upto all depths including shoring, struting and timbering in all kinds of soil such as spade work, pick work, jumper work, blasting work,kankar, mooram singles including decomposed in soft /hard work ,wedging out of hard and soft rocks where blasting is prohibited, in saturated soil including bailing out the watering, by cutting in slopes where ever required, in rocky portion suitable anchorage shall be provided (anchorage will be paid separately) and stacking the excavated materials not more than 3.00 meters clear from the edge of excavation and then returning the stacked soils in 15 cm (fifteen centi meter) layer when required into sides of trenches and above the laid pipes etc. consolidating in each deposited layer by ramming and watering and then disposing of all surplus excavated soil in all leads and lifts . After disposal ,the surface shall be neatly dressed and leveled and shoring to its original shape complete in all respect as per direction and entire satisfaction of Engineer in charge. | 157.5 | Cum | 98 ₹15,435 | 350 ₹55,125 | 300 ₹47,250 | 500 ₹78,750 | 100 ₹15,750 | 715 ₹1.1 L | 750 ₹1.2 L | 10 ₹1,575 |
| 2.00Providing, laying & commissioning at site in trenches to be beveled ended pipe conforming to IS/ISO:3589 (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 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. | |||||||||||
| 2.01 | 200mm dia MSERW wall thickness 4.00mm. | 350 | Rmt | 2,513 ₹8.8 L | 2,695 ₹9.4 L | 2,000 ₹7 L | 2,800 ₹9.8 L | 2,900 ₹10.2 L | 3,250 ₹11.4 L | 3,500 ₹12.3 L | 3,000 ₹10.5 L |
| 3.00Providing and fixing double flanged cast iron sluice valve of PN 1.60 of Kirloskar/Leader of various dia and capable of with standing the normal seat pressure as per IS:14846 with upto date amendment complete in all respect as per the direction of the Engineer-in-charge. | |||||||||||
| 3.01 | 200 mm dia sluice valve of PN 1.60 | 1 | Each | 54,928 ₹54,928 | 60,000 ₹60,000 | 60,000 ₹60,000 | 82,000 ₹82,000 | 62,000 ₹62,000 | 86,000 ₹86,000 | 90,000 ₹90,000 | 70,000 ₹70,000 |
Tender Value
₹13.5 L
EMD Value
₹27,005
Closing Date
20 Mar 2026, 11:00 amClosed
AGM Bulk WSD SJPNL Us Club Shimla 171001
AGM Bulk WSD SJPNL Us Club Shimla 171001
A R M O LWSS Shimla from Gumma SH Providing laying jointing of MSERW pipe 200mm dia for Scour pipe line of 3 00 Mld capacity Tank at Craignano
2026_SJPNL_131157_1
2038-2046 dated 10/03/2026
Open Tender
Pipe Laying Works
180 days
Shimla
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
₹27,005
6 May 2026
11 Mar 2026
20 Mar 2026
11 Mar 2026
20 Mar 2026
11 Mar 2026
11 Mar 2026 - 20 Mar 2026
Excavation in foundation trenches ( for pipes and pits ) upto all depths including shoring, struting and timbering in all kinds of soil such as spade work, pick work, jumper work, blasting work,kankar, mooram singles including decomposed in soft /hard work ,wedging out of hard and soft rocks where blasting is prohibited, in saturated soil including bailing out the watering, by cutting in slopes where ever required, in rocky portion suitable anchorage shall be provided (anchorage will be paid separately) and stacking the excavated materials not more than 3.00 meters clear from the edge of excavation and then returning the stacked soils in 15 cm (fifteen centi meter) layer when required into sides of trenches and above the laid pipes etc. consolidating in each deposited layer by ramming and watering and then disposing of all surplus excavated soil in all leads and lifts . After disposal ,the surface shall be neatly dressed and leveled and shoring to its original shape complete in all respect as per direction and entire satisfaction of Engineer in charge.
Providing, laying & commissioning at site in trenches to be beveled ended pipe conforming to IS/ISO:3589 (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 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.
200mm dia MSERW wall thickness 4.00mm.
Providing and fixing double flanged cast iron sluice valve of PN 1.60 of Kirloskar/Leader of various dia and capable of with standing the normal seat pressure as per IS:14846 with upto date amendment complete in all respect as per the direction of the Engineer-in-charge.
200 mm dia sluice valve of PN 1.60
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