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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.9 LAccepted-AOC | L1 | Accepted-AOC Awarded | |
| 2 | L2₹14.9 L+₹1.9 L (15.1%)Rejected-Finance NOT AVAILABLE | L2 | Rejected-Finance L2 | |
| 3 | Not Admitted-Finance | - | Not Admitted-Finance Not qualified for AOC | |
| 4 | Not Admitted-Finance HIMACHAL PRADESH HP | UNA | HIMACHAL PRADESH | 177202 | - | Not Admitted-Finance Not qualified for AOC | |
| 5 | Not Admitted-Finance | - | Not Admitted-Finance Not qualified for AOC |
| Sl No | Description | Qty | Unit | Vikal Sood L1 | RAMESH KUMAR L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation in foundation and trenches etc. up to all depths and in all classification of earth work such as pick work, jumper work, saturated soil including bailing or pumping out of water, blasting soft or hard rock or chiselling / wedging out of soft/hard rock , where blasting is prohibited, in all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring, strutting , planking, timbering and dewatering where ever required. Stacking usable and unusable material /soil seperataly , returning the usable soil in 15cm layers by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed within all leads/ lifts complete in all respects within all leads and lifts as per direction of the Engineer-in-charge. | 83.25 | Cum | 350 ₹29,137.5 | 340 ₹28,305 Lowest |
| 2.00Providing , laying, jointing ( by way of Circumfrential butt welded joints by electrical arc welding) and testing of MSREW pipe of 125 dia meters confirming to ISO:3183-2007, (latest with upto date amendments) having wall thickness as specified below with bevelled ends and capable of withstanding required test pressure in random length of 4 to 7 meters, including manufacturing reducers/tapers, all short pieces, bends, reducers, tees etc.as per site requirement made from parent tube. The laying of pipe will include all operation such as cutting, welding, jointing, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respect to the satisfation 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 galvanized (zinc coating both inside and outside) as per relevant IS standards and the damaged portion of the pipes and specials made form the parent tube shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & directin of Engineer in charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately). | |||||
| 2.01 | 125 mm dia MSERW pipe Wall thickness 6.60 mm thick | 250 | Rmt. | 2,000 ₹5,00,000 Lowest | 3,250 ₹8,12,500 |
| 3.00Providing , laying, fixing, jointing and testing in trenches MSERW pipe of following dia meters confirming to ISO- 3183 2007, steel grade -A (latest with upto date amendments) having wall thickness as specified below with plain end and capable of withstanding required test pressure in random length of 4 to 7 meters, including specials, short pieces, bends, reducers, tees etc. made from parent tube, provinding and welding of MS flanges detailed as below. The MS flanges shall confirm to BIS 6392-1971 (with latest up to date amendments) duly welded in three layers (one inner and two outer) with pipes at both ends as per relevant BIS standards along with nuts and bolts of required sizes, 3mm thick compressed asbestos fiber/synthetic rubber gaskets confirming to relevant BIS standards. The laying of pipe will include all operation such as cutting, welding, jointing, providing & fixing of MS flanges, fabrication of bends, tees etc. including lowering and laying in excavated 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 galvanized (zinc coating both inside and outside) as per relevant IS standards and the damaged portion of the pipes and specials made form the parent tube during welding or otherwise shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & directin of Engineer in charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately). | |||||
| 3.01 | a) 125 mm dia Steel pipe, ISO-3183:Wall thickness 6.60 mm, flange table-34 | 12.5 | Rmt | 4,000 ₹50,000 | 3,300 ₹41,250 Lowest |
| 4.00 | Providing and laying cement concrete 1:6:12 (1cement :6 sand :4 graded stone agg.40mm nominal size) and curing complete excluding the cost of form work in in foundation and plinth.as per direction and to the entire satisfaction of Engineer in charge | 1.12 | Cum | 7,000 ₹7,840 | 5,600 ₹6,272 Lowest |
| 5.00 | Providing and laying cement concrete 1:2:4 (1cement :2 sand :12 graded stone agg.40mm nominal size) and curing complete excluding the cost of form work in in foundation and plinth.as per direction and to the entire satisfaction of Engineer in charge | 8.08 | Cum | 10,000 ₹80,800 | 6,500 ₹52,520 Lowest |
| 6.00 | Providing form work with steel plates 3.15mm thick welded with angle iron frame 30x30x5mm so as to give a fair finish including centring,shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling in all heights and removal of the same for insitu -reinforced concrete and plain concrete work in : Vertical surfaces such as wall (any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and string courses, etc. | 43.2 | Sqm | 400 ₹17,280 | 350 ₹15,120 Lowest |
| 7.00 | Providing mild steel/tor steel reinforcement including bending, binding and placing in position complete up to floor two level complete in all respects with in all leads and lifts as per direction of Engineer in charge. | 161.6 | Kg, | 82 ₹13,251.2 | 80 ₹12,928 Lowest |
| 8.00 | Random rubble masonry / Polygonal rubble masonry (coursed or brought to courses with hard stone of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12 in cement mortar 1:6 (1 cement : 6 sand) in all leads and lifts in foundation and plinth complete in all respects with in all leads and lifts as per direction of Engineer in charge. | 87.75 | Cum | 6,500 ₹5,70,375 | 5,600 ₹4,91,400 Lowest |
Tender Value
Refer Docs
EMD Value
₹31,800
Closing Date
13 Oct 2025, 5:00 pmClosed
Executive Engineer Jal Shakti Division Larji
Executive Engineer Jal Shakti Division Larji
Emergency work of Restoration of Rain Damages ( Cloud Brust) to LWSS Railla and its adjoining area in Tehsil Banjar, Distt. Kullu (H.P.)
2025_HPIPH_117120_1
NIT No. 8382-8381 dt. 06.10.2025
Open Tender
Civil Works
Item Rate
30 days
Sainj
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Executive Engineer Jal Shakti Division Larji
₹31,800
15 Nov 2025
6 Oct 2025
14 Oct 2025
6 Oct 2025
13 Oct 2025
6 Oct 2025
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