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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.3 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹14.1 L+₹80,841.91 (6.06%)Accepted-Finance | L2 | Accepted-Finance L2 |
| Sl No | Description | Qty | Unit | SANJAY K S L1 | HARIDAS VINU L2 |
|---|---|---|---|---|---|
| 1.00Providing and fixing Shutters | |||||
| 1.00 | OD23118/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and
maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. | 45 | cum | 467.96 ₹21,058.2 Lowest | 496.32 ₹22,334.4 |
| 1.00 | 60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 168 | hour | 451.27 ₹75,813.36 Lowest | 478.62 ₹80,408.16 |
| 1.00 | OD23119/2025-2026:Cutting grooves of size up to 50cmX30 cm in perfect shape on cement concrete/RR masonry using concrete joint cutting machine including disposal of material within 50 metres lead as per direction of Engineer -in- charge. | 54 | metre | 1,055.91 ₹57,019.14 Lowest | 1,119.91 ₹60,475.14 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 38.44 | sqm | 382.3 ₹14,695.61 Lowest | 405.47 ₹15,586.27 |
| 1.00 | 4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources) | 8.1 | cum | 9,663.21 ₹78,272 Lowest | 10,248.86 ₹83,015.77 |
| 1.01 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 8.4 | cum | 9,143.61 ₹76,806.32 Lowest | 9,697.77 ₹81,461.27 |
| 1.01 | 50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete | 1,003.17 | sqm | 340.35 ₹3,41,428.91 Lowest | 360.98 ₹3,62,124.31 |
| 1.01 | 60.63.1:FRP SHUTTERS - Supplying and fixing FRP Channels of "C" profile and sill beam size 100x100x100 mm with flange of 50 to 75mm depth in the grooves already arranged and as per the direction of departmental .officers. | 54 | metre | 2,462.32 ₹1,32,965.28 Lowest | 2,611.55 ₹1,41,023.7 |
| 1.01 | 60.63.2:FRP SHUTTERS - Supplying and fixing FRP shutters of suitable size to with stand the design and max water pressure as prescribed by the departmental officer and installing the FRP channels provided in the grooves already arranged and as per the direction of departmental .officers. | 23.4 | sqm | 22,896.72 ₹5,35,783.25 Lowest | 24,284.4 ₹5,68,254.96 |
Tender Value
₹13.5 L
EMD Value
₹33,683
Closing Date
5 May 2026, 4:00 pmClosed
Executive Engineer
MI DVN Palakkad
DEPOSIT Repair of Muttikkadavu Check Dam across Bharathapuzha in Kottayi and Parali Grama Panchayat in Palakkad District Repair of Muttikkadavu Check Dam across Bharathapuzha in Kottayi and Parali Grama Panchayat in Palakkad District General Civil
2025_Irrig_756501_4
IRR/IA/TR/6669/2023_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
180 days
kottayi
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹33,683
Yes
28 Jul 2026
28 Apr 2026
7 May 2026
28 Apr 2026
5 May 2026
28 Apr 2026
28 Apr 2026 - 30 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Providing and fixing Shutters | |||||
| 1.001 | OD23118/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and
maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. | - | cum | - | - |
| 1.002 | 60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | - | hour | - | - |
| 1.003 | OD23119/2025-2026:Cutting grooves of size up to 50cmX30 cm in perfect shape on cement concrete/RR masonry using concrete joint cutting machine including disposal of material within 50 metres lead as per direction of Engineer -in- charge. | - | metre | - | - |
| 1.004 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 1 | sqm | - | - |
| 1.005 | 4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.006 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.007 | 50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete | 1 | sqm | - | - |
| 1.008 | 60.63.1:FRP SHUTTERS - Supplying and fixing FRP Channels of "C" profile and sill beam size 100x100x100 mm with flange of 50 to 75mm depth in the grooves already arranged and as per the direction of departmental .officers. | - | metre | - | - |
| 1.009 | 60.63.2:FRP SHUTTERS - Supplying and fixing FRP shutters of suitable size to with stand the design and max water pressure as prescribed by the departmental officer and installing the FRP channels provided in the grooves already arranged and as per the direction of departmental .officers. | 1 | sqm | - | - |
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