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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.7 LAccepted-Finance 00 AGRA AGRA UTTAR PRADESH 282001 | AGRA | UTTAR PRADESH | 282001 | ₹1.7 L | L-1 | Accepted-Finance due to rates are on lesser side |
| 2 | L-2₹2.0 L+₹31,957.96 (18.8%)Rejected-Finance VILLAGE KHADED P O CHOWAI TEHSIL ANNI DISTT KULLU HP | KULLU | HIMACHAL PRADESH | 172001 | ₹2.0 L+₹31,957.96 (18.8%) | L-2 | Rejected-Finance due to rates are on higher side |
| 3 | L-3₹2.8 L+₹1.0 L (61.6%)Rejected-Finance | ₹2.8 L+₹1.0 L (61.6%) | L-3 | Rejected-Finance due to rates are on higher side |
| Sl No | Description | Qty | Unit | PAWAN KUMAR L1 | Dev Raj L2 | INDIRA DEVI 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 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. as per the direction of Engineer in charge | 308.76 | Cum | 409 ₹1,26,282.84 Lowest | 480 ₹1,48,204.8 | 642 ₹1,98,223.92 |
| 2.00Laying, Jointing 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 | 25 mm Dia | 886 | Rmt | 29 ₹25,694 Lowest | 40 ₹35,440 | 45 ₹39,870 |
| 2.20 | 20 mm Dia | 270 | Rmt | 24 ₹6,480 Lowest | 27 ₹7,290 | 40 ₹10,800 |
| 2.30 | 15 mm Dia | 60 | Rmt | 14 ₹840 Lowest | 22 ₹1,320 | 30 ₹1,800 |
| 3.10 | Dismentalling of existing GI pipe and straightened as per the direction of Engineer in Charge. 32 mm Dia | 200 | Rmt | 19 ₹3,800 | 15 ₹3,000 Lowest | 55 ₹11,000 |
| 4.00Relaying of old GMS serveciable tube( Earth work in trenches to be measured & Paid separately) fitting complete in all leads and lifts as per the direction of Engineer in Charge | ||||||
| 4.10 | 32 mm Dia | 200 | Rmt | 28 ₹5,600 Lowest | 30 ₹6,000 | 60 ₹12,000 |
| 5.00Providing and fixing brass full way valve with wheel.ISI marked within all leads and lifts as per the direction of Engineer-in -charge | ||||||
| 5.10 | 25 mm dia | 2 | No | 800 ₹1,600 | 500 ₹1,000 Lowest | 750 ₹1,500 |
Tender Value
₹3.2 L
EMD Value
₹6,349
Closing Date
17 Jun 2026, 5:00 pmClosed
EE JSV Division Tissa
EE JSV Division Tissa
Repair of GI pipe of 32 mm 25 mm 20 mm and 15 mm dia at various Rd PDNA
2026_HPIPH_136259_1
EE-JSD-TSA-EA-I-2026-27- 1508-57 dated- 09-06-2026
Open Tender
Civil Works - Others
Item Rate
90 days
EE JSV Division Tissa
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
EE JSV DIVISION TISSA
₹6,349
4 Jul 2026
10 Jun 2026
18 Jun 2026
10 Jun 2026
17 Jun 2026
10 Jun 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. as per the direction of Engineer in charge | 308.76 | Cum | - | - |
| 2Laying, Jointing 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 | 25 mm Dia | 886 | Rmt | - | - |
| 2.2 | 20 mm Dia | 270 | Rmt | - | - |
| 2.3 | 15 mm Dia | 60 | Rmt | - | - |
| 3.1 | Dismentalling of existing GI pipe and straightened as per the direction of Engineer in Charge. 32 mm Dia | 200 | Rmt | - | - |
| 4Relaying of old GMS serveciable tube( Earth work in trenches to be measured & Paid separately) fitting complete in all leads and lifts as per the direction of Engineer in Charge | |||||
| 4.1 | 32 mm Dia | 200 | Rmt | - | - |
| 5Providing and fixing brass full way valve with wheel.ISI marked within all leads and lifts as per the direction of Engineer-in -charge | |||||
| 5.1 | 25 mm dia | 2 | No | - | - |
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