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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-2₹34.8 L+₹1.8 L (5.35%)Accepted-AOC VILLAGE KUNDLA P O SHAMTI TEHSIL DISTT SOLAN HP | SOLAN | HIMACHAL PRADESH | 171102 | ₹34.8 L+₹1.8 L (5.35%) | L-2 | Accepted-AOC work is completed |
| 2 | L-1₹33.1 LRejected-Finance | ₹33.1 L | L-1 | Rejected-Finance Rejected not accepted |
| 3 | L-3₹35.1 L+₹2.0 L (6.17%)Rejected-Finance 00 AGRA AGRA UTTAR PRADESH 282001 | AGRA | UTTAR PRADESH | 282001 | ₹35.1 L+₹2.0 L (6.17%) | L-3 | Rejected-Finance Higher Amount Quoted |
| 4 | L-4₹35.1 L+₹2.1 L (6.33%)Rejected-Finance | ₹35.1 L+₹2.1 L (6.33%) | L-4 | Rejected-Finance Higher Amount Quoted |
| 5 | L-5₹36.6 L+₹3.5 L (10.7%)Rejected-Finance | ₹36.6 L+₹3.5 L (10.7%) | L-5 | Rejected-Finance Higher Amount Quoted |
| Sl No | Description | Qty | Unit | Gopal Singh Govt Contractor L8 | Vinay Thakur L2 | PAWAN KUMAR L3 | Vinod Kumar L7 | M/s Ayub Khan L6 | HOSHIYAR SINGH NEGI L4 | Barkat Ali L1 | ZULFKAR AHMED L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 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 up to leads and lifts. | 1,809 | Cum | 315 ₹5,69,835 Lowest | 400 ₹7,23,600 | 409 ₹7,39,881 | 486 ₹8,79,174 | 425 ₹7,68,825 | 480 ₹8,68,320 | 600 ₹10,85,400 | 515 ₹9,31,635 |
| 2.00Providing & Laying, Jointing & testing in trenches galvanized mild steel tubes including fittings complete (earth work in trenches to be measured and paid for separately) including complete fitting and as per the direction of the Engineer-in-charge with in all leads and lifts of the following nominal bores:. | |||||||||||
| 2.10 | 50 mm Dia (L.G) | 1,000 | Rmt | 500 ₹5,00,000 | 420 ₹4,20,000 | 449 ₹4,49,000 | 354 ₹3,54,000 | 450 ₹4,50,000 | 426 ₹4,26,000 | 250 ₹2,50,000 Lowest | 368 ₹3,68,000 |
| 2.20 | 40mm Dia (L.G) | 850 | Rmt | 400 ₹3,40,000 | 330 ₹2,80,500 | 329 ₹2,79,650 | 280 ₹2,38,000 | 350 ₹2,97,500 | 320 ₹2,72,000 | 230 ₹1,95,500 Lowest | 315 ₹2,67,750 |
| 2.30 | 32 mm Dia (L.G) | 2,900 | Rmt | 300 ₹8,70,000 | 255 ₹7,39,500 | 249 ₹7,22,100 | 265 ₹7,68,500 | 280 ₹8,12,000 | 245 ₹7,10,500 | 190 ₹5,51,000 Lowest | 256 ₹7,42,400 |
| 2.40 | 25 mm Dia (L.G) | 2,600 | Rmt | 250 ₹6,50,000 | 205 ₹5,33,000 | 209 ₹5,43,400 | 230 ₹5,98,000 | 235 ₹6,11,000 | 196 ₹5,09,600 | 170 ₹4,42,000 Lowest | 206 ₹5,35,600 |
| 2.50 | 20 mm Dia (L.G) | 2,900 | Rmt | 210 ₹6,09,000 | 146 ₹4,23,400 | 149 ₹4,32,100 | 200 ₹5,80,000 | 155 ₹4,49,500 | 136 ₹3,94,400 Lowest | 150 ₹4,35,000 | 150 ₹4,35,000 |
| 2.60 | 15 mm Dia (L.G) | 3,150 | Rmt | 150 ₹4,72,500 | 115 ₹3,62,250 | 109 ₹3,43,350 | 185 ₹5,82,750 | 115 ₹3,62,250 | 106 ₹3,33,900 Lowest | 110 ₹3,46,500 | 120 ₹3,78,000 |
Tender Value
₹44.7 L
EMD Value
₹89,336
Closing Date
28 Mar 2026, 5:00 pmClosed
EE JSV Division Tissa
EE JSV Division Tissa
Restoration of rain damages to Jallah Diyola WSS Soh Sothi WSS Kalhel Sindh Rakh WSS Sundari WSS Jungrar Kareri Raila Rundal Kilwalha WSS Thalli WSS Simra Kuthed WSS Bhatrundi WSS Jakhala WSS Bhaluin Chatoga Kangella Patha and WSSTikrigarh Pukhriyl
2026_HPIPH_132004_1
EE-JSD-TSA-EA-I-2025-26- 7400-7450 dated- 19-03-2026
Open Tender
Civil Works - Water Works
Item Rate
90 days
EE JSV Division Tissa
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,500
EE JSV DIVISION TISSA
₹89,336
31 Aug 2026
19 Mar 2026
30 Mar 2026
19 Mar 2026
28 Mar 2026
19 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation 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 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 up to leads and lifts. | |||||
| 2Providing & Laying, Jointing & testing in trenches galvanized mild steel tubes including fittings complete (earth work in trenches to be measured and paid for separately) including complete fitting and as per the direction of the Engineer-in-charge with in all leads and lifts of the following nominal bores:. | |||||
| 2.1 | 50 mm Dia (L.G) | - | Rmt | - | - |
| 2.2 | 40mm Dia (L.G) | - | Rmt | - | - |
| 2.3 | 32 mm Dia (L.G) | - | Rmt | - | - |
| 2.4 | 25 mm Dia (L.G) | - | Rmt | - | - |
| 2.5 | 20 mm Dia (L.G) | - | Rmt | - | - |
| 2.6 | 15 mm Dia (L.G) | - | Rmt | - | - |
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