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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.5 LAccepted-AOC ESD NO II UHL STAGE III BVPCL CHULLAH | LANGNA | MANDYA | KARNATAKA | 571401 | ₹6.5 L Quoted ₹9.1 L | 1 | Accepted-AOC Due to lowest bid amount |
| 2 | 2₹9.8 LRejected-Finance VILLAGE BADOH PO BADEHRI TEH DISTT SHIMLA H P | ₹9.8 L | 2 | Rejected-Finance High rates |
| 3 | 3₹11.2 LRejected-Finance | ₹11.2 L | 3 | Rejected-Finance High amount |
| Sl No | Description | Qty | Unit | Anil Kumar L1 | Kanan Construction L2 | Chhaminder Lal L3 |
|---|---|---|---|---|---|---|
| 1.00Removal of old filter media from existing filter bed as per direction and to the entire satisfaction of the Engineer-in-charge. | ||||||
| 1.01 | Top layer: Fine sand( Eff. Size 0.20mm to 0.40 and uniformity co-efficient 2.00 to 3.00). | 67.2 | Cum | 900 ₹60,480 | 1,200 ₹80,640 | 1,850 ₹1.2 L |
| 2.00Providing and placing in filtering media in horizontal layers duly graded, screened, cleaned and washed as specified by Engineer in charge within all leads and lifts. | ||||||
| 2.01 | Top layer: Fine sand( Eff. Size 0.20mm to 0.40 and uniformity co-efficient 2.00 to 3.00). | 53.76 | Cum | 4,000 ₹2.2 L | 4,000 ₹2.2 L | 4,800 ₹2.6 L |
| 3.00 | Providing and laying cement concrete 1:2:4 (1cement:2 sand:4 graded stone aggregate 20 mm nominal size ) and curing complete excluding cost of form work and reinforcement for RCC work in :- Cement concrete drain in CC 1:2:4 under the precast slab, size of drain 0.10x0.125x80mtr. | 13.4 | Cum | 10,000 ₹1.3 L | 10,500 ₹1.4 L | 12,800 ₹1.7 L |
| 4.00 | Providing, laying and placing RCC precast slab size 300mmx400mmx50mm in cement concrete 1:2:4 (1 cement:2sand:4 graded stone aggregate 20mm nominal size and curring complete. | 3.36 | Cum | 10,000 ₹33,600 | 11,000 ₹36,960 | 12,800 ₹43,008 |
| 5.00Providing and laying cement concrete 1:1½:3 ( 1 cement :1½ sand :3 graded stone aggregate 20 mm nominal size ) and curring complete excluding cost of form work in foundation and plinth in all heights and depths with in all leads lifts and to the entire satisfaction of Engineer incharge. | ||||||
| 5.01 | Foundation and plinth with in all heights and depths includiing all leads lifts and to the entire satisfaction of Engineer incharge. | 5.02 | Cum | 11,900 ₹59,738 | 12,500 ₹62,750 | 13,000 ₹65,260 |
| 5.02 | wall (any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and string courses, etc. from top of foundation level upto floor two level. | 2.51 | Cum | 12,000 ₹30,120 | 12,500 ₹31,375 | 13,000 ₹32,630 |
| 6.00Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5 mm so as to give a rough finish including centering shuttering and propping etc. Height of propping and cetering below supporting floor to seiling not exceeding 4 mtrs and removel of th same for the same for in situ reinforcement concrete and plain concrete concrete work including all leads and lifts. | ||||||
Tender Value
₹8.0 L
EMD Value
₹15,926
Closing Date
23 Apr 2026, 11:00 amClosed
EE Jal Shakti Division Katrain
EE Jal Shakti Division Katrain
(SH- Removal of old filter media, providing and placing filter media, repair of storage tank, filter tank at Aleo) (Under PDNA at Sr. 18227)
2026_HPIPH_134476_5
EE Katrain 785-834 dated 16/04/2026
Open Tender
Civil Works
60 days
Katrain
Please refer Tender documents.
2 documents required · 2 mandatory
₹350
₹15,926
3 Jun 2026
17 Apr 2026
23 Apr 2026
17 Apr 2026
23 Apr 2026
17 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Removal of old filter media from existing filter bed as per direction and to the entire satisfaction of the Engineer-in-charge. | ||||||
| 1.01 | Top layer: Fine sand( Eff. Size 0.20mm to 0.40 and uniformity co-efficient 2.00 to 3.00). | - | Cum | - | - | itemH1Code2 |
| 2Providing and placing in filtering media in horizontal layers duly graded, screened, cleaned and washed as specified by Engineer in charge within all leads and lifts. | ||||||
| 2.01 | Top layer: Fine sand( Eff. Size 0.20mm to 0.40 and uniformity co-efficient 2.00 to 3.00). | - | Cum | - | - | itemH1Code4 |
| 3Providing and laying cement concrete 1:2:4 (1cement:2 sand:4 graded stone aggregate 20 mm nominal size ) and curing complete excluding cost of form work and reinforcement for RCC work in :- Cement concrete drain in CC 1:2:4 under the precast slab, size of drain 0.10x0.125x80mtr. | ||||||
| 4Providing, laying and placing RCC precast slab size 300mmx400mmx50mm in cement concrete 1:2:4 (1 cement:2sand:4 graded stone aggregate 20mm nominal size and curring complete. | ||||||
| 5Providing and laying cement concrete 1:1½:3 ( 1 cement :1½ sand :3 graded stone aggregate 20 mm nominal size ) and curring complete excluding cost of form work in foundation and plinth in all heights and depths with in all leads lifts and to the entire satisfaction of Engineer incharge. | ||||||
| 5.01 | Foundation and plinth with in all heights and depths includiing all leads lifts and to the entire satisfaction of Engineer incharge. | - | Cum | - | - | itemH1Code8 |
| 5.02 | wall (any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and string courses, etc. from top of foundation level upto floor two level. | - | Cum | - | - | itemH1Code9 |
| 6Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5 mm so as to give a rough finish including centering shuttering and propping etc. Height of propping and cetering below supporting floor to seiling not exceeding 4 mtrs and removel of th same for the same for in situ reinforcement concrete and plain concrete concrete work including all leads and lifts. | ||||||
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