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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 LAccepted-AOC | ₹1.4 L Quoted ₹1.5 L | L1 | Accepted-AOC Accept |
| 2 | L2₹1.6 L+₹8,777.50 (5.81%)Rejected-AOC | ₹1.6 L+₹8,777.50 (5.81%) | L2 | Rejected-AOC Reject |
| 3 | L3₹1.7 L+₹17,550 (11.6%)Rejected-AOC | ₹1.7 L+₹17,550 (11.6%) | L3 | Rejected-AOC Reject |
| Sl No | Description | Qty | Unit | Tarun Vikas L1 | Ranjana Devi L3 | Neetu Verma L2 |
|---|---|---|---|---|---|---|
| 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 and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returniing the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and waterng and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. | 310.75 | Cum | 350 ₹1,08,762.5 Lowest | 370 ₹1,14,977.5 | 360 ₹1,11,870 |
| 2.00Laying, jointing and testing in trenches galvanised mild steel tube of light grade screwed and socketed complete including providing and fixing tube fitting such as union, tees, socket etc (excluding cost of bends and valves) for the following dia as per direction and to the entire satisfaction of Engineer-in-charge.(Labour rate). | ||||||
| 2.01 | 15 mm dia | 380 | Rmt | 30 ₹11,400 Lowest | 40 ₹15,200 | 35 ₹13,300 |
| 2.02 | 25 mm dia | 250 | Rmt | 35 ₹8,750 Lowest | 45 ₹11,250 | 40 ₹10,000 |
| 2.03 | 32 mm dia | 500 | Rmt | 40 ₹20,000 Lowest | 50 ₹25,000 | 45 ₹22,500 |
| 3.00Providing and fixing GM gate valves diameter as per direction and to the entire satisfaction of Engineer-in-charge | ||||||
| 3.01 | 15 mm dia | 1 | No | 370 ₹370 Lowest | 380 ₹380 | 375 ₹375 |
| 3.02 | 25 mm dia | 1 | No | 730 ₹730 Lowest | 740 ₹740 | 735 ₹735 |
| 3.03 | 32 mm dia | 1 | No | 1,100 ₹1,100 Lowest | 1,115 ₹1,115 | 1,110 ₹1,110 |
Tender Value
₹1.5 L
EMD Value
₹2,917
Closing Date
24 Jul 2026, 5:00 pmClosed
Executive Engineer
JSV Division Bhoranj
Laying, Jointing and Testing of GI pipe of various dia at village Majhoh and village Paplah
2026_HPIPH_139261_1
3368-3427 dated 17-07-2026
Open Tender
Civil Works
Item Rate
120 days
Executive Engineeer Jal Shakti Division Bhoranj
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
₹2,917
5 Aug 2026
17 Jul 2026
25 Jul 2026
17 Jul 2026
24 Jul 2026
17 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 and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returniing the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and waterng and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. | 310.75 | Cum | - | - |
| 2Laying, jointing and testing in trenches galvanised mild steel tube of light grade screwed and socketed complete including providing and fixing tube fitting such as union, tees, socket etc (excluding cost of bends and valves) for the following dia as per direction and to the entire satisfaction of Engineer-in-charge.(Labour rate). | |||||
| 2.01 | 15 mm dia | 380 | Rmt | - | - |
| 2.02 | 25 mm dia | 250 | Rmt | - | - |
| 2.03 | 32 mm dia | 500 | Rmt | - | - |
| 3Providing and fixing GM gate valves diameter as per direction and to the entire satisfaction of Engineer-in-charge | |||||
| 3.01 | 15 mm dia | 1 | No | - | - |
| 3.02 | 25 mm dia | 1 | No | - | - |
| 3.03 | 32 mm dia | 1 | No | - | - |
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