Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 LAccepted-AOC | ₹4.9 L | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹4.9 L+₹1,858 (0.38%)Rejected-Finance | ₹4.9 L+₹1,858 (0.38%) | L2 | Rejected-Finance L2 bidder |
| Sl No | Description | Qty | Unit | RAHUL R L1 | AJAYAKUMAR L2 |
|---|---|---|---|---|---|
| 1.00Construction of RCC Drain | |||||
| 1.01 | 2.31 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 3,050 | sqm | 18 ₹54,900 Lowest | 18.59 ₹56,699.5 |
| 1.02 | 15.2.1 Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 1.2 | cum | 2,500 ₹3,000 Lowest | 2,572.86 ₹3,087.43 |
| 1.03 | 15.23.1 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm | 4.8 | sqm | 77 ₹369.6 Lowest | 77.55 ₹372.24 |
| 1.04 | 15.6 Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved | 2.4 | cum | 281 ₹674.4 Lowest | 281.16 ₹674.78 |
| 1.05 | 2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 32.48 | cum | 400 ₹12,992 | 367.72 ₹11,943.55 Lowest |
| 1.06 | 4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 4.64 | cum | 8,100 ₹37,584 Lowest | 8,109.18 ₹37,626.6 |
| 1.07 | 5.1.2 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 13.92 | cum | 10,700 ₹1,48,944 Lowest | 10,721.86 ₹1,49,248.29 |
| 1.08 | 5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 39.44 | sqm | 400 ₹15,776 | 394.74 ₹15,568.55 Lowest |
| 1.09 | 5.9.2 Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 92.8 | sqm | 858 ₹79,622.4 Lowest | 858.26 ₹79,646.53 |
Tender Value
₹4.9 L
EMD Value
₹12,212
Closing Date
23 Mar 2026, 3:00 pmClosed
The Chief Engineer, Sports Kerala Foundation
Jimmy George Indoor Stadium, Vellayambalam, Thiruvananthapuram
Construction of an Additional Drain
2026_SKF_847676_1
592/SKF/CE/2025-26
Open Tender
Civil Works - Others
Item Rate
60 days
Thiruvananthapuram
Please refer tender document
6 documents required · 6 mandatory
₹1,153
₹12,212
22 May 2026
14 Mar 2026
25 Mar 2026
14 Mar 2026
23 Mar 2026
14 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of RCC Drain | |||||
| 1.01 | 2.31 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 3,050 | sqm | - | - |
| 1.02 | 15.2.1 Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 1.2 | cum | - | - |
| 1.03 | 15.23.1 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm | 4.8 | sqm | - | - |
| 1.04 | 15.6 Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved | 2.4 | cum | - | - |
| 1.05 | 2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 32.48 | cum | - | - |
| 1.06 | 4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 4.64 | cum | - | - |
| 1.07 | 5.1.2 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 13.92 | cum | - | - |
| 1.08 | 5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 39.44 | sqm | - | - |
| 1.09 | 5.9.2 Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 92.8 | sqm | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1432613.pdf
boq_comp_chart.xlsx
xlsx
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 • 0.39 MB
Tenderdoc.pdf
Tender Documents • 1.36 MB
BOQ_1432613.xls
BOQ • 0.28 MB
DWG.pdf
Other Document • 0.25 MB
Corrigendumextn.pdf
PDF • 0.27 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 .