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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAccepted-AOC | ₹4.1 L Quoted ₹5.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹5.2 L+₹22,470 (4.52%)Rejected-Finance | ₹5.2 L+₹22,470 (4.52%) | L2 | Rejected-Finance L2 |
| 3 | L3₹5.2 L+₹27,563.75 (5.55%)Rejected-Finance | ₹5.2 L+₹27,563.75 (5.55%) | L3 | Rejected-Finance L3 |
| 4 | L4₹6.5 L+₹1.6 L (31.2%)Rejected-Finance VILL JOGI KALAN TEHSIL DISTT SIRSA HARYANA | SIRSA | HARYANA | 125054 | ₹6.5 L+₹1.6 L (31.2%) | L4 | Rejected-Finance L4 |
| 5 | L6₹7.0 L+₹2.0 L (40.4%)Rejected-Finance VILLAGE P O JAHALMA DISTT LAHAUL SPITI HP | LAHUL AND SPITI | HIMACHAL PRADESH | 172111 | ₹7.0 L+₹2.0 L (40.4%) | L6 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | TANZIN LAMA CONTRACTOR L1 | Nar Bahadur Works Contractor L3 | Pratap Singh L6 | Virender Singh L4 | VIVEK RAI GOVT. CONTRACTOR L5 | kishan bhadur L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Fixing of 2.00 mm thick M.S. Sheet (size 0.75x0.60x0.60) storage tank welded all around complete with 40 mm nominal bore galvanised mild steel over flow tubes with fittings and mosquito proof coupling of approved municipal design and mosquito proof mild steel cover with locking arrangement including pads of size as required for inlet and outlet tubes and inside painting with a priming coat of a red lead paint as per direction of Engineer-in-Charge. (Fixing only) | 1 | No | 12,000 ₹12,000 | 12,895 ₹12,895 | 1,900 ₹1,900 | 1,800 ₹1,800 Lowest | 1,850 ₹1,850 | 12,880 ₹12,880 |
| 2.00 | Excavating trenches of required width for pipes, cables, etc not exceeding 80 mm dia. including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including gettingout the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc.and disposing of surplus excavated soil as directed, within a lead of 50 m complete in all respect with in all leads and lifts as per direction of Engineer-in-Charge. (All kind of soil) | 573.75 | Cum | 460 ₹2,63,925 Lowest | 465 ₹2,66,793.75 | 700 ₹4,01,625 | 600 ₹3,44,250 | 650 ₹3,72,937.5 | 468 ₹2,68,515 |
| 3.00Providing laying jointing and commissioning of HDPE (High Density Polyethlene pipe) of following diameter and class confirming to IS 4984-1995 with fusion welding process including all necessary fitting & bend leads and lifts to the entire satisfaction of Engineer-in-charge (earth work in ternches to be mesured and paid separately). | |||||||||
| 3.01 | HDPE pipe 32 mm dia PN8, PE-80 | 3,400 | Rmt | 65 ₹2,21,000 Lowest | 72 ₹2,44,800 | 100 ₹3,40,000 | 90 ₹3,06,000 | 95 ₹3,23,000 | 70 ₹2,38,000 |
Tender Value
₹4.6 L
EMD Value
₹9,290
Closing Date
15 Jun 2026, 5:00 pmClosed
Executive Engineer
Executive Engineer Jal Shakti Division Keylong
Fixing of MS Tank 270 ltrs capacity and Providing, laying, jointing testing of HDPE pipe of 32mm dia NDF/ 2026/21/NDF2026/22/NDF/2026/23
2026_HPIPH_135872_1
2466-2516 dt 05.06.2026 WSS Shansha
Open Tender
Civil Works - Water Works
Item Rate
90 days
Jal Shakti Division Keylong Lahaul Spiti HP
Please refer Tender documents.
9 documents required · 9 mandatory
₹350
EE Keylong
₹9,290
3 Aug 2026
6 Jun 2026
16 Jun 2026
6 Jun 2026
15 Jun 2026
6 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Fixing of 2.00 mm thick M.S. Sheet (size 0.75x0.60x0.60) storage tank welded all around complete with 40 mm nominal bore galvanised mild steel over flow tubes with fittings and mosquito proof coupling of approved municipal design and mosquito proof mild steel cover with locking arrangement including pads of size as required for inlet and outlet tubes and inside painting with a priming coat of a red lead paint as per direction of Engineer-in-Charge. (Fixing only) | 1 | No | - | - |
| 2 | Excavating trenches of required width for pipes, cables, etc not exceeding 80 mm dia. including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including gettingout the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc.and disposing of surplus excavated soil as directed, within a lead of 50 m complete in all respect with in all leads and lifts as per direction of Engineer-in-Charge. (All kind of soil) | 573.75 | Cum | - | - |
| 3Providing laying jointing and commissioning of HDPE (High Density Polyethlene pipe) of following diameter and class confirming to IS 4984-1995 with fusion welding process including all necessary fitting & bend leads and lifts to the entire satisfaction of Engineer-in-charge (earth work in ternches to be mesured and paid separately). | |||||
| 3.01 | HDPE pipe 32 mm dia PN8, PE-80 | 3,400 | Rmt | - | - |
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