Loading
Loading…
Loading…
| # | 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 L+₹64,614 (7.09%)Rejected-Finance VILLAGE BADOH PO BADEHRI TEH DISTT SHIMLA H P | ₹9.8 L+₹64,614 (7.09%) | 2 | Rejected-Finance High rates |
| 3 | 3₹11.2 L+₹2.1 L (22.5%)Rejected-Finance | ₹11.2 L+₹2.1 L (22.5%) | 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 Lowest | 1,200 ₹80,640 | 1,850 ₹1,24,320 |
| 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 ₹2,15,040 Lowest | 4,000 ₹2,15,040 Lowest | 4,800 ₹2,58,048 |
| 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 ₹1,34,000 Lowest | 10,500 ₹1,40,700 | 12,800 ₹1,71,520 |
| 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 Lowest | 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 Lowest | 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 Lowest | 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
Item Rate
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 |
|---|---|---|---|---|---|
| 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 | - | - |
| 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 | - | - |
| 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 | - | - |
| 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 | - | - |
| 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. | |||||
stage.html
html • 0.04 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.94 MB
Form8.pdf
Tender Documents • 1.19 MB
Terms.pdf
Tender Documents • 0.12 MB
BOQ_198961.xls
BOQ • 0.50 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .