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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.0 LAccepted-AOC | ₹34.0 L | L1 | Accepted-AOC Eligible |
| 2 | L2₹37.7 L+₹3.8 L (11.1%)Rejected-Finance | ₹37.7 L+₹3.8 L (11.1%) | L2 | Rejected-Finance In Eligible |
| 3 | L3₹39.0 L+₹5.0 L (14.7%)Rejected-Finance VILLAGE DOGHARI PO MOVISERI TEHSIL CHACHIOT DISTT MANDI HP | ₹39.0 L+₹5.0 L (14.7%) | L3 | Rejected-Finance In Eligible |
| 4 | L4₹39.5 L+₹5.5 L (16.2%)Rejected-Finance SHYAM COTTAGE RAM NAGAR SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | ₹39.5 L+₹5.5 L (16.2%) | L4 | Rejected-Finance In Eligible |
| 5 | L5₹39.7 L+₹5.7 L (16.7%)Rejected-Finance | ₹39.7 L+₹5.7 L (16.7%) | L5 | Rejected-Finance In Eligible |
| Sl No | Description | Qty | Unit | Yash Pal L7 | Rajan L1 | DINA NATH L2 | Mohar Singh Thakur L8 | PARAS RAM L6 | AMAR NATH L3 | RITESH KAISTHA L5 | HEM RAJ L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundations, trenches etc.in all kind of soil in all leads and lifts such as pick work, jumper work in saturated/unsaturated soil including bailing out water, blasting work in hard/ soft rock or chiseling in hard/soft rock where blasting is prohibited in all lifts stacking the excavated earth not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths sides of each deposited layer by ramming and watering and then disposing of all surplus excavated earth foundations etc., consolidating as directed within all leads and lifts and handing over the useable materials available from excavation to department free of cost as per direction of Engineer-in-charge with in all leads and lifts. | 289.8 | Cum | 99 ₹28,690.2 Lowest | 395 ₹1,14,471 | 200 ₹57,960 | 490 ₹1,42,002 | 200 ₹57,960 | 340 ₹98,532 | 400 ₹1,15,920 | 299 ₹86,650.2 |
| 2.00Providing , laying, jointing ( by way of circumfrential butt welded joints by electrical arc welding ) and testing of 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 bevelled ends and capable of withstanding required test pressure in a random length of 4 to 7 meters, including manufacturing reducers/ tapers , all short pieces, bends etc. as per site requirement made from parent tubes . The laying of pipe will include all operations 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 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 & direction of Engineer in charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately). | |||||||||||
| 2.01 | 100 mm dia MSERW pipe Wall thickness 4.80 mm | 500 | Rmt | 2,070.49 ₹10,35,245 | 1,825 ₹9,12,500 Lowest | 2,051 ₹10,25,500 | 2,200 ₹11,00,000 | 2,000 ₹10,00,000 | 2,200 ₹11,00,000 | 2,300 ₹11,50,000 | 1,851 ₹9,25,500 |
| 3.00Providing, laying, jointing (by way of circumferntial butt welding joints by electric arc welding ) and testing of Galvanised mild steel tubes ( GI pipe) of following diameter confirming to IS:1239-1990( latest with up to date ammendments) having minimum wall thickness as per IS code with bevelled/ plain ends in a random lengtth of 4 to 7 meters , including manufacturing reducers/ tapers, all short pices bends etc and class of pipes specified below, provided and jointe as per site requirement made from parent tubes. including lowering and laying in excavated trenches to ensure required level including flushing , cleaning and hydraulic testing complete in all respect to the satisfaction of engineer in charge . the fabricated bends shall have three or four cuts having its radius not less then five times the dia of pipe . the damaged portion of the pipes and specials made from the parant tube during welding or otherwise shall be provided anticorrosive treatment by applying two coats of anticorrosive bitumenous paint over a primming 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. | |||||||||||
| 3.01 | 100 mm dia GI pipe | 1,800 | Rmt | 1,680.49 ₹30,24,882 | 1,317 ₹23,70,600 Lowest | 1,495 ₹26,91,000 | 1,700 ₹30,60,000 | 1,650 ₹29,70,000 | 1,500 ₹27,00,000 | 1,500 ₹27,00,000 | 1,631 ₹29,35,800 |
Tender Value
₹45.3 L
EMD Value
₹90,550
Closing Date
21 Aug 2026, 5:00 pmClosed
Executive Engineer
Jal SHakti Division Kullu
SH Providing laying jointing and testing of MSERW and GI pipe 100 mm dia for rising main Under PDNA
2026_HPIPH_140770_1
5218-67 Bagicha
Open Tender
Civil Works
Item Rate
60 days
Bagicha
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,000
Executive Engineer
₹90,550
19 Sept 2026
7 Aug 2026
22 Aug 2026
7 Aug 2026
21 Aug 2026
7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundations, trenches etc.in all kind of soil in all leads and lifts such as pick work, jumper work in saturated/unsaturated soil including bailing out water, blasting work in hard/ soft rock or chiseling in hard/soft rock where blasting is prohibited in all lifts stacking the excavated earth not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths sides of each deposited layer by ramming and watering and then disposing of all surplus excavated earth foundations etc., consolidating as directed within all leads and lifts and handing over the useable materials available from excavation to department free of cost as per direction of Engineer-in-charge with in all leads and lifts. | 289.8 | Cum | - | - |
| 2Providing , laying, jointing ( by way of circumfrential butt welded joints by electrical arc welding ) and testing of 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 bevelled ends and capable of withstanding required test pressure in a random length of 4 to 7 meters, including manufacturing reducers/ tapers , all short pieces, bends etc. as per site requirement made from parent tubes . The laying of pipe will include all operations 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 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 & direction of Engineer in charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately). | |||||
| 2.01 | 100 mm dia MSERW pipe Wall thickness 4.80 mm | 500 | Rmt | - | - |
| 3Providing, laying, jointing (by way of circumferntial butt welding joints by electric arc welding ) and testing of Galvanised mild steel tubes ( GI pipe) of following diameter confirming to IS:1239-1990( latest with up to date ammendments) having minimum wall thickness as per IS code with bevelled/ plain ends in a random lengtth of 4 to 7 meters , including manufacturing reducers/ tapers, all short pices bends etc and class of pipes specified below, provided and jointe as per site requirement made from parent tubes. including lowering and laying in excavated trenches to ensure required level including flushing , cleaning and hydraulic testing complete in all respect to the satisfaction of engineer in charge . the fabricated bends shall have three or four cuts having its radius not less then five times the dia of pipe . the damaged portion of the pipes and specials made from the parant tube during welding or otherwise shall be provided anticorrosive treatment by applying two coats of anticorrosive bitumenous paint over a primming 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. | |||||
| 3.01 | 100 mm dia GI pipe | 1,800 | Rmt | - | - |
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