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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.3 LAccepted-Finance VILL SAKRAH PO CHAMBI TEHSIL SUNDERNAGAR DISTT MANDI HP | SUNDERNAGAR | MANDI | HIMACHAL PRADESH | ₹20.3 L | L1 | Accepted-Finance Lowest |
| 2 | L2₹28.7 L+₹8.5 L (41.9%)Rejected-Finance VILLAGE DOGHARI PO MOVISERI TEHSIL CHACHIOT DISTT MANDI HP | ₹28.7 L+₹8.5 L (41.9%) | L2 | Rejected-Finance Other then lowest |
| 3 | L3₹30.3 L+₹10.0 L (49.4%)Rejected-Finance V AMB P O TEHSIL JAWALAMUKHI DISTT KANGRA H P | KANGRA | HIMACHAL PRADESH | 175013 | ₹30.3 L+₹10.0 L (49.4%) | L3 | Rejected-Finance Other then lowest |
| 4 | L4₹33.2 L+₹13.0 L (64.0%)Rejected-Finance | ₹33.2 L+₹13.0 L (64.0%) | L4 | Rejected-Finance Other then lowest |
| 5 | L5₹33.5 L+₹13.2 L (65.3%)Rejected-Finance | ₹33.5 L+₹13.2 L (65.3%) | L5 | Rejected-Finance Other then lowest |
| Sl No | Description | Qty | Unit | KUSHAL SINGH RAGHAV L1 | Arun Chaudhary L4 | RAM SINGH L8 | AMAR NATH L2 | KARTAR SINGH L3 | Aaditya Raj Singh Chandel L6 | Manjit Contractor L5 | LABH SINGH CONTRACTOR L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation, trenches ( for pipes & pits) upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, blasting soft/ hard rock or chieselling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, leveling of beds to correct grade i/c shoring /strutting , planking, timbering & dewatering wherever required, stacking the useable & unuseable material /soil separately & after laying jointing & testing of pipes, returning the useable soil in trenches in 15 cm layers including consolidating of such deposoited layer by ramming & watering & then disposing of all surplus excavated soil /unusable material as directed with in all leads & lifts including restoration unmetalled surfaces to its original condition & including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects with in all leads & lifts as per directions of engineer-in-charge. | 312 | Cum | 395 ₹1,23,240 | 550 ₹1,71,600 | 710 ₹2,21,520 | 400 ₹1,24,800 | 200 ₹62,400 Lowest | 600 ₹1,87,200 | 525 ₹1,63,800 | 750 ₹2,34,000 |
| 2.00Providing, laying, jointing(by way of circumfrential Butt welded joints by electrical arc welding) and testing in trenches GMSERW pipe ISO:3183-2007, L-245 confirming to steel grade A of following diametre( latest with upto date ammendments) having wall thickness as specified below with bevelled ends and capable of withstanding required test pressure in a random length of 4 to 7 metres including manufacturing reducers/ tapers,all short pieces, bends etc. as per site requirement made from parent tubes .The laying of pipe will include all operation such as cutting, welding, jointing, fabrication of bendstees etc. including lowering and laying in excaveted trenches to ensure required level including flushing, cleaning and Hydraulic testing complete in all respects to the satisfaction of the Engineer-in Charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The pipes shall be factory galvanised (zinc coating both inside and outside) as per relevant IS standards and the damaged portion of the pipes and special made from the parent tube during welding or otherwise shall be provided anticorrosive treatment by applying two coat of anticorrosive bitumineous paint over a priming coat as per AWWA specifications C-203-1978. The welding electrodes shall be as per IS 814 of Advani Overlikon/L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning and hydraulic testing complete to the best satisfaction and direction of Engineer-in-Charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately). | |||||||||||
| 2.01 | 200 mm dia -GMSERW -Pipe 4.00 mm thickness (Grade-X-42) | 250 | Rmt | 2,815 ₹7,03,750 Lowest | 5,250 ₹13,12,500 | 7,490 ₹18,72,500 | 4,000 ₹10,00,000 | 5,000 ₹12,50,000 | 7,170 ₹17,92,500 | 5,250 ₹13,12,500 | 7,700 ₹19,25,000 |
| 2.02 | 150 mm dia -GMSERW -Pipe 7.10 mm thickness (Grade-X-42) | 350 | Rmt | 3,425 ₹11,98,750 Lowest | 5,250 ₹18,37,500 | 8,750 ₹30,62,500 | 5,000 ₹17,50,000 | 4,900 ₹17,15,000 | 8,170 ₹28,59,500 | 5,350 ₹18,72,500 | 8,500 ₹29,75,000 |
Tender Value
₹33.2 L
EMD Value
₹66,470
Closing Date
25 Mar 2026, 5:00 pmClosed
Executive Engineer
Jal Shakti Division Padhar
Restoration of Rain damages to WSS Footakhal Hiun Pundal in Tehsil Padhar Distt. Mandi HP SH Providing Laying Jointing and Testing GMSERW Pipe 200mm dia and 150mm dia) Under PDNA
2026_HPIPH_131685_1
8776-8825 dated 16.03.2026
Open Tender
Pipe Laying Works
Item Rate
90 days
JS Sub Division Padhar
Please refer Tender document
6 documents required · 6 mandatory
₹1,500
EE Padhar
₹66,470
19 Jun 2026
16 Mar 2026
27 Mar 2026
16 Mar 2026
25 Mar 2026
16 Mar 2026
Excavation in foundation, trenches ( for pipes & pits) upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, blasting soft/ hard rock or chieselling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, leveling of beds to correct grade i/c shoring /strutting , planking, timbering & dewatering wherever required, stacking the useable & unuseable material /soil separately & after laying jointing & testing of pipes, returning the useable soil in trenches in 15 cm layers including consolidating of such deposoited layer by ramming & watering & then disposing of all surplus excavated soil /unusable material as directed with in all leads & lifts including restoration unmetalled surfaces to its original condition & including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects with in all leads & lifts as per directions of engineer-in-charge.
Providing, laying, jointing(by way of circumfrential Butt welded joints by electrical arc welding) and testing in trenches GMSERW pipe ISO:3183-2007, L-245 confirming to steel grade A of following diametre( latest with upto date ammendments) having wall thickness as specified below with bevelled ends and capable of withstanding required test pressure in a random length of 4 to 7 metres including manufacturing reducers/ tapers,all short pieces, bends etc. as per site requirement made from parent tubes .The laying of pipe will include all operation such as cutting, welding, jointing, fabrication of bendstees etc. including lowering and laying in excaveted trenches to ensure required level including flushing, cleaning and Hydraulic testing complete in all respects to the satisfaction of the Engineer-in Charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The pipes shall be factory galvanised (zinc coating both inside and outside) as per relevant IS standards and the damaged portion of the pipes and special made from the parent tube during welding or otherwise shall be provided anticorrosive treatment by applying two coat of anticorrosive bitumineous paint over a priming coat as per AWWA specifications C-203-1978. The welding electrodes shall be as per IS 814 of Advani Overlikon/L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning and hydraulic testing complete to the best satisfaction and direction of Engineer-in-Charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately).
200 mm dia -GMSERW -Pipe 4.00 mm thickness (Grade-X-42)
150 mm dia -GMSERW -Pipe 7.10 mm thickness (Grade-X-42)
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