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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 LAccepted-AOC ESD NO II UHL STAGE III BVPCL CHULLAH | LANGNA | MANDYA | KARNATAKA | 571401 | ₹1.9 L | L1 | Accepted-AOC Due to lowest rate |
| 2 | L2₹2.0 LRejected-Finance | ₹2.0 L | L2 | Rejected-Finance Due to highest rate |
| Sl No | Description | Qty | Unit | ANITA L2 | ANIL KUMAR L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation in foundation trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work soft /hard rock, chiesling soft /hard rock where blasting is prohibited, slushy, daldal and saturated soil I/c pumping or bailling out water with in all heights stacking the excavated soil with 15cm layer when required into plinth ,sides of foundations etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus earth as per direction of Engineer-in-Charge with in all leads and lifts . | 23.09 | Cum | 85 ₹1,962.65 | 30 ₹692.70 |
| 2.00 | Providing and laying cement concrete 1:6:12 (1 cement:6 sand: 12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of centering and shuttering in foundation and plinth within all leads and lifts. | 3.96 | Cum | 2,982 ₹11,808.72 | 2,900 ₹11,484 |
| 3.00 | providing form work with steel plates 3.15mm thick welded with angles iron in frame 30x30x5mm so as to give a fair finish i/c centring,shuttering,propping etc.height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs.height of propping and centring below supporting removal of the same for insitu work in:-Vertical surfaces such as walls(any thickness)partitions and the like i/c attached,pillasters buttresses and string courses and the like within all leads and lifts. | 126 | Sqmt | 145 ₹18,270 | 125 ₹15,750 |
| 4.00 | P/L C.C. 1:5:10(1 cement: 5sand: 10 graded stone agg.40mm nominal size)with 15% plum and curing complete excluding cost of form work In retaining walls/breast walls, the size of plum shall usually be 150mm to 300mm as per HP.PWD specifications. | 42 | Cum | 3,999 ₹1.7 L | 3,900 ₹1.6 L |
Tender Value
₹2.3 L
EMD Value
₹4,575
Closing Date
12 Dec 2025, 11:00 amClosed
Executive Engineer
Jal Shakti Division Shahpur
C/O FIS Bhadodar Kuhl in Tehsil Shahpur, Distt, Kangra, (HP)
2025_HPIPH_122495_1
EE/JSDS/NIT/2025- 7833-82 dated- 03/12/2025
Open Tender
Civil Works
90 days
Shahpur
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
Executive Engineer
₹4,575
24 Feb 2026
3 Dec 2025
12 Dec 2025
3 Dec 2025
12 Dec 2025
3 Dec 2025
3 Dec 2025 - 12 Dec 2025
Excavation in foundation trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work soft /hard rock, chiesling soft /hard rock where blasting is prohibited, slushy, daldal and saturated soil I/c pumping or bailling out water with in all heights stacking the excavated soil with 15cm layer when required into plinth ,sides of foundations etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus earth as per direction of Engineer-in-Charge with in all leads and lifts .
Providing and laying cement concrete 1:6:12 (1 cement:6 sand: 12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of centering and shuttering in foundation and plinth within all leads and lifts.
providing form work with steel plates 3.15mm thick welded with angles iron in frame 30x30x5mm so as to give a fair finish i/c centring,shuttering,propping etc.height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs.height of propping and centring below supporting removal of the same for insitu work in:-Vertical surfaces such as walls(any thickness)partitions and the like i/c attached,pillasters buttresses and string courses and the like within all leads and lifts.
P/L C.C. 1:5:10(1 cement: 5sand: 10 graded stone agg.40mm nominal size)with 15% plum and curing complete excluding cost of form work In retaining walls/breast walls, the size of plum shall usually be 150mm to 300mm as per HP.PWD specifications.
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