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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹86.1 LAccepted-AOC R O SUJANPUR TEHSIL DISTT HAMRIPUR | ₹86.1 L | L1 | Accepted-AOC lowest 1 |
| 2 | L2₹1.3 Cr+₹47.4 L (55.1%)Rejected-AOC VPO KANGOO TEHSIL NADAUN DISTT HAMIRPUR | ₹1.3 Cr+₹47.4 L (55.1%) | L2 | Rejected-AOC not lowest 1 |
| 3 | L3₹1.8 Cr+₹95.2 L (110.6%)Rejected-AOC JUNGA DISTT SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | ₹1.8 Cr+₹95.2 L (110.6%) | L3 | Rejected-AOC not lowest 1 |
| 4 | L4₹2.2 Cr+₹1.3 Cr (155.1%)Rejected-AOC VILLAGE DOHAL PO PATTI TEHSIL PALAMPUR DISTRICT KANGRA | KANGRA | HIMACHAL PRADESH | 175013 | ₹2.2 Cr+₹1.3 Cr (155.1%) | L4 | Rejected-AOC not lowest 1 |
| 5 | L5₹2.3 Cr+₹1.4 Cr (163.7%)Rejected-AOC VILLAGE VILLAGE TEHSIL BAIJNATH DISTRICT KANGRA | MANDI | HIMACHAL PRADESH | 175013 | ₹2.3 Cr+₹1.4 Cr (163.7%) | L5 | Rejected-AOC not lowest 1 |
| Sl No | Description | Qty | Unit | GANTANTAR THAKUR L4 | AMIT CHOUDHARY L5 | SUNNY KAPOOR L6 | RAJE ENGINNERING WORKS L1 | M/S ASHWANI ELECTRICAL WAORKS L2 | KULDEEP SOOD L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Transportation of suitable truck/tractor mounted where only road available DTH & ODEX/Percussion Calys/RC Drilling rigs alongwith necessary accessories etc. to the site of work and erection of rig including leveling etc in all leads and lifts completed in all respects as per the directions of Engineer - in-Charge. | 2 | Nos. | 5,000 ₹10,000 | 5,200 ₹10,400 | 5,300 ₹10,600 | 4,500 ₹9,000 | 3,300 ₹6,600 Lowest | 10,000 ₹20,000 |
| 2.00 | Development of site including levelling at site through all kinds of rods,approaches field etc. complet in all respects as per the direction of Engineer-in-charge. | 2 | Nos. | 1,000 ₹2,000 | 1,200 ₹2,400 | 1,250 ₹2,500 | 850 ₹1,700 | 500 ₹1,000 Lowest | 10,000 ₹20,000 |
| 3.00 | Drilling tube well of 220mm dia as per IS 2800-1979 Percussion /Calux/RC/ODEX method required for drilling in collapsible strata conglomerates,boulders,pebbles,sand ,gravels,silt clay etc. including cost of attachments,extracasings,consumable stores,bits,water,POL,gravel pack in a space etc. complet in all respects as per IS 2800-1979 and as per the direction of Engineer-in-charge. | 120 | Rmt | 5,800 ₹6,96,000 | 6,000 ₹7,20,000 | 6,200 ₹7,44,000 | 4,800 ₹5,76,000 | 4,300 ₹5,16,000 Lowest | 5,000 ₹6,00,000 |
| 4.00 | Supply and lowering of IS marked electric resistance welded MS pipe 200mm dia nominal size housing 6.4mm thickness confirming to IS4270-2001 with up to date ammendments if any, 3 to 6 meters in length, welded without any circumferential joints into bore hole in vertical position including cost of all scaffoldings derrics, poles clamps including cost of all cutting threading and welding of pipes etc completes in all respects as per the direction of Engineer-in -charge. | 100 | Rmt | 5,400 ₹5,40,000 | 5,600 ₹5,60,000 | 5,700 ₹5,70,000 | 4,500 ₹4,50,000 | 4,100 ₹4,10,000 Lowest | 7,200 ₹7,20,000 |
| 5.00 | Supply and lowering of IS marked electric resistance welded MS pipe 200mm dia nominal size housing 6.4mm thickness outside dia metre 193.70 mm screwed and socketted confirming to IS4270-2001 with up to date ammendments if any, 4 to 7 meters in length pipe should have 940 slots per metre asa per IS-18110:1985 of 75x1.57mm slot size, welded without any circumferential joints into bore hole in vertical position including cost of all scaffoldings derrics, poles clamps including cost of all cutting threading and welding of pipes etc completes in all respects as per the direction of Engineer-in -charge. | 20 | Rmt | 5,400 ₹1,08,000 | 5,600 ₹1,12,000 | 5,700 ₹1,14,000 | 4,500 ₹90,000 Lowest | 4,500 ₹90,000 Lowest | 7,300 ₹1,46,000 |
| 6.00 | Providing and fixing casing shoe for 200mm dia MSERW pipe as per requirment of ODEX attachment complete in all respects as per the directions of Engineer-in-charge. | 2 | Nos. | 12,000 ₹24,000 | 12,200 ₹24,400 | 12,500 ₹25,000 | 7,500 ₹15,000 | 5,900 ₹11,800 Lowest | 11,500 ₹23,000 |
| 7.00 | Collection and preservation of soil samples in polythene bags complete in all respects as per the direction of Engineer-in-charge | 2 | set | 30 ₹60 Lowest | 35 ₹70 | 37 ₹74 | 750 ₹1,500 | 500 ₹1,000 | 50 ₹100 |
| 8.00 | Development of tubewell and yield testing with air compressor through V notch and disinfaction etc. complet in all respects as per IS 2800-1979 and as per the direction of Engineer-in-charge. | 2 | Nos. | 2,200 ₹4,400 | 2,300 ₹4,600 | 2,500 ₹5,000 | 850 ₹1,700 | 3,000 ₹6,000 | 750 ₹1,500 Lowest |
| 9.00 | Development of tubewell by continous over pumping method with VT pump/ submersible pumps of suitable capacity not less than double the discharge esstablished by the compressor method/design discharge, untill the well is stand free as per IS-11189-1985 up to date ammendents if any, complete respect as per direction of the Engineer-in-Charge, the draw down in all and discharge to be established by running the VT/submersible pump constinously 8 hours in the presence of Engineer-in-Charge. | 16 | Hrs | 2,000 ₹32,000 | 2,100 ₹33,600 | 2,200 ₹35,200 | 1,300 ₹20,800 | 900 ₹14,400 Lowest | 1,000 ₹16,000 |
| 10.00 | Supplying and packing of gravel, consisting of hard quartz or other suitable material with an average specific gravity of not less than 2.5, not containing more than 2% by weight of thin flat of elangated pieces, shall be of sub rounded to rounded grains with minimum angular features of size 2-3.35 mm ,shall be free from impurities such as shafe, shale, mica, felspar, clay, sand,dirt loam,baematte and organic material as pe IS 4097-1967 with upto date amendments, if any, around intake of tubewell with minimum thickness of shroud around screen generally 100 mm to the entire depth of the bore as per 2800 (Part-I ) 1991 with upto date amendments, if any, with in all leads and lifts complete in all respects as per direction of the Engineer -in- Charge. | 2 | Nos. | 2,200 ₹4,400 | 2,300 ₹4,600 | 2,400 ₹4,800 | 1,750 ₹3,500 Lowest | 2,000 ₹4,000 | 5,000 ₹10,000 |
Tender Value
₹1.2 Cr
EMD Value
₹1.9 L
Closing Date
4 Aug 2026, 11:00 amClosed
EE Jaisinghpur
Executive Engineer Jal Shakti Division Jaisinghpur
Providing installation of 11 Nos fire Hydrants Network in Panchrukhi Bazar adjoining area in Tehsil Palampur Distt Kangra HP
2026_HPIPH_139668_1
3520-570 dt. 21.07.2026
Open Tender
Civil Works
Item Rate
Jaisinghpur
as per NIT
7 documents required · 7 mandatory
₹5,000
EE Jaisinghpur
₹1.9 L
20 Aug 2026
22 Jul 2026
4 Aug 2026
22 Jul 2026
4 Aug 2026
22 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Transportation of suitable truck/tractor mounted where only road available DTH & ODEX/Percussion Calys/RC Drilling rigs alongwith necessary accessories etc. to the site of work and erection of rig including leveling etc in all leads and lifts completed in all respects as per the directions of Engineer - in-Charge. | 2 | Nos. | - | - |
| 2 | Development of site including levelling at site through all kinds of rods,approaches field etc. complet in all respects as per the direction of Engineer-in-charge. | 2 | Nos. | - | - |
| 3 | Drilling tube well of 220mm dia as per IS 2800-1979 Percussion /Calux/RC/ODEX method required for drilling in collapsible strata conglomerates,boulders,pebbles,sand ,gravels,silt clay etc. including cost of attachments,extracasings,consumable stores,bits,water,POL,gravel pack in a space etc. complet in all respects as per IS 2800-1979 and as per the direction of Engineer-in-charge. | 120 | Rmt | - | - |
| 4 | Supply and lowering of IS marked electric resistance welded MS pipe 200mm dia nominal size housing 6.4mm thickness confirming to IS4270-2001 with up to date ammendments if any, 3 to 6 meters in length, welded without any circumferential joints into bore hole in vertical position including cost of all scaffoldings derrics, poles clamps including cost of all cutting threading and welding of pipes etc completes in all respects as per the direction of Engineer-in -charge. | 100 | Rmt | - | - |
| 5 | Supply and lowering of IS marked electric resistance welded MS pipe 200mm dia nominal size housing 6.4mm thickness outside dia metre 193.70 mm screwed and socketted confirming to IS4270-2001 with up to date ammendments if any, 4 to 7 meters in length pipe should have 940 slots per metre asa per IS-18110:1985 of 75x1.57mm slot size, welded without any circumferential joints into bore hole in vertical position including cost of all scaffoldings derrics, poles clamps including cost of all cutting threading and welding of pipes etc completes in all respects as per the direction of Engineer-in -charge. | 20 | Rmt | - | - |
| 6 | Providing and fixing casing shoe for 200mm dia MSERW pipe as per requirment of ODEX attachment complete in all respects as per the directions of Engineer-in-charge. | 2 | Nos. | - | - |
| 7 | Collection and preservation of soil samples in polythene bags complete in all respects as per the direction of Engineer-in-charge | 2 | set | - | - |
| 8 | Development of tubewell and yield testing with air compressor through V notch and disinfaction etc. complet in all respects as per IS 2800-1979 and as per the direction of Engineer-in-charge. | 2 | Nos. | - | - |
| 9 | Development of tubewell by continous over pumping method with VT pump/ submersible pumps of suitable capacity not less than double the discharge esstablished by the compressor method/design discharge, untill the well is stand free as per IS-11189-1985 up to date ammendents if any, complete respect as per direction of the Engineer-in-Charge, the draw down in all and discharge to be established by running the VT/submersible pump constinously 8 hours in the presence of Engineer-in-Charge. | 16 | Hrs | - | - |
| 10 | Supplying and packing of gravel, consisting of hard quartz or other suitable material with an average specific gravity of not less than 2.5, not containing more than 2% by weight of thin flat of elangated pieces, shall be of sub rounded to rounded grains with minimum angular features of size 2-3.35 mm ,shall be free from impurities such as shafe, shale, mica, felspar, clay, sand,dirt loam,baematte and organic material as pe IS 4097-1967 with upto date amendments, if any, around intake of tubewell with minimum thickness of shroud around screen generally 100 mm to the entire depth of the bore as per 2800 (Part-I ) 1991 with upto date amendments, if any, with in all leads and lifts complete in all respects as per direction of the Engineer -in- Charge. | 2 | Nos. | - | - |
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