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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹56.8 LAccepted-Finance V P O SEHAL TEHSIL BAIJNATH DISTT KANGRA H P | MANDI | HIMACHAL PRADESH | 175013 | ₹56.8 L | L1 | Accepted-Finance Accept due to lower side |
| 2 | L2₹58.2 L+₹1.4 L (2.41%)Rejected-Finance JOGINDER NAGAR HIMACHAL PRADESH HP | MANDI | HIMACHAL PRADESH | 175001 | ₹58.2 L+₹1.4 L (2.41%) | L2 | Rejected-Finance Reject due to higher side |
| 3 | L3₹66.8 L+₹9.9 L (17.5%)Rejected-Finance VILLAGE DOHAL PO PATTI TEHSIL PALAMPUR DISTRICT KANGRA | KANGRA | HIMACHAL PRADESH | 175013 | ₹66.8 L+₹9.9 L (17.5%) | L3 | Rejected-Finance Reject due higher side |
| 4 | Rejected-Technical HIMACHAL PRADESH HP | - | - | Rejected-Technical not fullyfiled all condition |
| 5 | Rejected-Technical | - | - | Rejected-Technical not fullyfilled all condition |
| Sl No | Description | Qty | Unit | RANBIR SINGH L2 | Sunny Kapoor L1 | GANTANTAR THAKUR L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited including dewatering in saturated soil and stacking the excavated earth/metarials upto all leads and lifts up to all lifts, not exceeding more than 3.0mtr. clear from the edge of excavation and then returning the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge | 1,185 | Cum | 670 ₹7,93,950 | 480 ₹5,68,800 Lowest | 780 ₹9,24,300 |
| 2.00Providing Laying, Jointing in trenches galvanized mild steel tubes (LG) including fittings complete (earth work in trenches to be measured and paid for seperately as per the direction of the Engineer-in-charge with in all leads and lifts of the following nominal bores:. | ||||||
| 2.10 | 20 mm dia Nominal bore (Light Grade). | 1,750 | Rmt | 364 ₹6,37,000 | 308 ₹5,39,000 Lowest | 380 ₹6,65,000 |
| 2.20 | 25 mm dia Nominal bore (Light Grade). | 1,750 | Rmt | 472 ₹8,26,000 | 415 ₹7,26,250 Lowest | 470 ₹8,22,500 |
| 2.30 | 32 mm dia Nominal bore (Light Grade). | 1,750 | Rmt | 520 ₹9,10,000 | 510 ₹8,92,500 Lowest | 580 ₹10,15,000 |
| 2.40 | 40 mm dia Nominal bore (Light Grade). | 1,000 | Rmt | 562 ₹5,62,000 Lowest | 658 ₹6,58,000 | 710 ₹7,10,000 |
| 2.50 | 50 mm dia Nominal bore (Light Grade). | 550 | Rmt | 760 ₹4,18,000 Lowest | 803 ₹4,41,650 | 880 ₹4,84,000 |
| 2.60 | 65 mm dia Nominal bore (Light Grade). | 750 | Rmt | 940 ₹7,05,000 Lowest | 1,150 ₹8,62,500 | 1,250 ₹9,37,500 |
| 2.70 | 100 mm dia Nominal bore ( Medium Grade) | 350 | Rmt | 2,100 ₹7,35,000 Lowest | 2,214 ₹7,74,900 | 2,290 ₹8,01,500 |
| 3.00Providing and fixing of GI Unions of superior quality ISI marked at various RD's to stop leakage /replacement damaged fitting for improvement of quality/quantity of water etc. complete in all respect within all lead lifts as per the direction of Engineer-in-Charge | ||||||
Tender Value
₹64.0 L
EMD Value
₹1.2 L
Closing Date
9 Jul 2026, 5:00 pmClosed
Executive Engineer Jal Shakti Division Bharmour
Executive Engineer Jal Shakti Division Bharmour
SH Providing laying jointing and testing of GI pipe Screwed and socketed of various dia at various Rds
2026_HPIPH_137891_1
3094-3124 dated 02.07.2026
Open Tender
Civil Works
Item Rate
Bharmour
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,000
₹1.2 L
8 Aug 2026
2 Jul 2026
10 Jul 2026
2 Jul 2026
9 Jul 2026
2 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited including dewatering in saturated soil and stacking the excavated earth/metarials upto all leads and lifts up to all lifts, not exceeding more than 3.0mtr. clear from the edge of excavation and then returning the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge | 1,185 | Cum | 1.25 | ₹1,481.25 |
| 2Providing Laying, Jointing in trenches galvanized mild steel tubes (LG) including fittings complete (earth work in trenches to be measured and paid for seperately as per the direction of the Engineer-in-charge with in all leads and lifts of the following nominal bores:. | |||||
| 2.1 | 20 mm dia Nominal bore (Light Grade). | 1,750 | Rmt | 100 | ₹1,75,000 |
| 2.2 | 25 mm dia Nominal bore (Light Grade). | 1,750 | Rmt | 53 | ₹92,750 |
| 2.3 | 32 mm dia Nominal bore (Light Grade). | 1,750 | Rmt | 10 | ₹17,500 |
| 2.4 | 40 mm dia Nominal bore (Light Grade). | 1,000 | Rmt | 11 | ₹11,000 |
| 2.5 | 50 mm dia Nominal bore (Light Grade). | 550 | Rmt | 10 | ₹5,500 |
| 2.6 | 65 mm dia Nominal bore (Light Grade). | 750 | Rmt | 22 | ₹16,500 |
| 2.7 | 100 mm dia Nominal bore ( Medium Grade) | 350 | Rmt | - | - |
| 3Providing and fixing of GI Unions of superior quality ISI marked at various RD's to stop leakage /replacement damaged fitting for improvement of quality/quantity of water etc. complete in all respect within all lead lifts as per the direction of Engineer-in-Charge | |||||
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