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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 LAccepted-AOC | ₹2.3 L Quoted ₹2.6 L | L1 | Accepted-AOC Due to lowest rate |
| 2 | L2₹2.6 L+₹488 (0.19%)Rejected-Finance HIMACHAL PRADESH HP | ₹2.6 L+₹488 (0.19%) | L2 | Rejected-Finance Due to highest rate |
| 3 | L3₹2.7 L+₹7,200 (2.73%)Rejected-Finance R O VILL GARH P O BARRAM TEHSIL JAISINGHPUR DISTT KANGRA H P | KANGRA | HIMACHAL PRADESH | 175013 | ₹2.7 L+₹7,200 (2.73%) | L3 | Rejected-Finance Due to highest rate |
| Sl No | Description | Qty | Unit | ASHWANI KUMAR L3 | SUMMY SHARMA L1 | VIKAS KUMAR L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation and trenches etc.(in pipes and pits) in all kinds of soils such as pick work, jumper work, blasting in soft / hard rock,chiselling/wedging out of rock/where blasting prohibited) saturated soil stacking the excavated earth within all leads and lifts clear from the edge of excavation and then returning the stacked soil in15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer –in-charge within all leads and lifts | 28.8 | Cum | 330 ₹9,504 Lowest | 330 ₹9,504 Lowest | 340 ₹9,792 |
| 2.00Dismentalling of existing GMS tube from trenches and stacking the same as directed by Engineer in charge complete in all respect within all leads and lifts. | ||||||
| 2.01 | 80 mm dia | 60 | Mtr | 110 ₹6,600 Lowest | 110 ₹6,600 Lowest | 120 ₹7,200 |
| 2.02 | 65 mm dia | 100 | Mtr | 90 ₹9,000 Lowest | 90 ₹9,000 Lowest | 100 ₹10,000 |
| 3.00Re-Laying & jointing of GMS tube butt welding in trenches as directed by Engineer-in-charge complete in all respect within all leads and lifts. | ||||||
| 3.01 | 80 mm dia | 60 | Mtr | 160 ₹9,600 Lowest | 160 ₹9,600 Lowest | 160 ₹9,600 Lowest |
| 3.02 | 65 mm dia | 100 | Mtr | 120 ₹12,000 Lowest | 120 ₹12,000 Lowest | 120 ₹12,000 Lowest |
| 4.00Laying & jointing of GMS tube in trenches as directed by Engineer-in-charge complete in all respect within all leads and lifts. | ||||||
| 4.01 | 40 mm dia | 60 | Mtr | 40 ₹2,400 Lowest | 40 ₹2,400 Lowest | 40 ₹2,400 Lowest |
| 4.02 | 50 mm dia | 12 | Mtr | 50 ₹600 Lowest | 50 ₹600 Lowest | 50 ₹600 Lowest |
Tender Value
₹2.2 L
EMD Value
₹4,400
Closing Date
16 Apr 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Division Shahpur
Dismentalling and Re Laying of GI pipe various dia
2026_HPIPH_133216_1
EE/JSDS/NIT/2025- 43-92 dt. 02/04/2026
Open Tender
Civil Works
Item Rate
60 days
Shahpur
Please refer Tender documents.
6 documents required · 6 mandatory
₹350
Executive Engineer
₹4,400
1 Sept 2026
2 Apr 2026
16 Apr 2026
2 Apr 2026
16 Apr 2026
2 Apr 2026
2 Apr 2026 - 16 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation in foundation and trenches etc.(in pipes and pits) in all kinds of soils such as pick work, jumper work, blasting in soft / hard rock,chiselling/wedging out of rock/where blasting prohibited) saturated soil stacking the excavated earth within all leads and lifts clear from the edge of excavation and then returning the stacked soil in15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer –in-charge within all leads and lifts | |||||
| 2Dismentalling of existing GMS tube from trenches and stacking the same as directed by Engineer in charge complete in all respect within all leads and lifts. | |||||
| 2.01 | 80 mm dia | - | Mtr | - | - |
| 2.02 | 65 mm dia | - | Mtr | - | - |
| 3Re-Laying & jointing of GMS tube butt welding in trenches as directed by Engineer-in-charge complete in all respect within all leads and lifts. | |||||
| 3.01 | 80 mm dia | - | Mtr | - | - |
| 3.02 | 65 mm dia | - | Mtr | - | - |
| 4Laying & jointing of GMS tube in trenches as directed by Engineer-in-charge complete in all respect within all leads and lifts. | |||||
| 4.01 | 40 mm dia | - | Mtr | - | - |
| 4.02 | 50 mm dia | - | Mtr | - | - |
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