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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 LAccepted-Finance | ₹2.1 L | L1 | Accepted-Finance LOWEST BIDDER |
| 2 | L2₹2.5 LRejected-Finance MANDI HIMACHAL PRADESH | LAHUL AND SPITI | HIMACHAL PRADESH | 175133 | ₹2.5 L | L2 | Rejected-Finance OTHER THAN LOWEST BIDDER |
| 3 | L3₹2.5 LRejected-Finance HIMACHAL PRADESH | SHIMLA | HIMACHAL PRADESH | 171002 | ₹2.5 L | L3 | Rejected-Finance OTHER THAN LOWEST BIDDER |
| 4 | L4₹2.6 LRejected-Finance | ₹2.6 L | L4 | Rejected-Finance OTHER THAN LOWEST BIDDER |
| Sl No | Description | Qty | Unit | HET RAM L3 | DALEEP KUMAR L1 | SURENDER KUMAR L2 | GEETA NAND L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundations trenches etc. (for pipes and pits) upto all depths in all kinds of soil such as pick work,jumper work, blasting and chiselling soft/hard rocks where blasting is prohibited in all leads and lifts including trimming and dressing of sides levelling of bed to correct excavation and returning the stacked soil after laying jointing and testing of G.I.Pipes in trenches in 15 cm. layers including consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting/timbering and dewatering where ever required including restoration of un- metalled/metalled paved surface of its original conditions including cost of diversion for traffic night signals fixing caution Boards and fencing etc.complete in all respects in all leads and lifts as per the direction of Engineer-in-charge.( for new proposed pipe in pick (for GMS Pipes up to 350mm ɸ) | 187.69 | Cum | 345 ₹64,753.05 | 386 ₹72,448.34 | 350 ₹65,691.50 | 320 ₹60,060.80 |
| 2.00Laying, jointing and testing of GMS pipe bevelled edged conforming to IS:1239 of following size and class in trenches having random lengths of 5-7 mtrs including cost of fabrication of minimum 3 cut bends of required degree. The pipe shall have inside & out side Galvanisation at manufacturer work conforming to IS:4736 (with upto date ammendments). The pipe shall be jointed with circumferencial butt welded joints by electric arc welding with minimum three layers of welds so as to achive the minimum effective thorat thickness and strength of weld conforming to IS: 816-1969 sepecification, by using welding electrodes of 2.50 mm to 6.30 mm of Advani Oerlikon (Ador)- CITOJET / Esab make, conforming to IS:814-1991, at site of work complete in all respects. Each butt welded joint shall be tested with dye-penetration test (with the kit consisting of 3 sprays of 250 ML each includes (a) Cleaner CL-96 (b) Penetrant PT-97 (c) Developer Div-98 of checkmate make) complete in all respects, including manual / mechanical handling of pipes in all leads and lifts to the entire satisfication of Engineer-in-charge. (The earth work in treches and cost of MS flanges to be measured and paid for separately). | |||||||
| 2.01 | 50mm dia. (M) WT.3.60mm thick. | 1,650 | Rmt | 115 ₹1.9 L | 84 ₹1.4 L | 110.92 ₹1.8 L | 122 ₹2.0 L |
Tender Value
₹3.1 L
EMD Value
₹6,240
Closing Date
11 Sept 2025, 5:00 pmClosed
Executive Engineer Jal Shakti Division Thunag
O/O Executive Engineer Jal Shakti Division Thunag DISTT MANDI
Laying ,Jointing and Testing of GI Pipe 50 mm dia medium PE in Gravity system
2025_HPIPH_113545_17
4202-50 DT 30-08-2025
Open Tender
Civil Works - Water Works
90 days
KELODHAR
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
Yes
₹6,240
Yes
19 May 2026
2 Sept 2025
12 Sept 2025
2 Sept 2025
11 Sept 2025
2 Sept 2025
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