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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹28.2 LAccepted-AOC | 1 | Accepted-AOC Single bid accepted in the second tender call |
| Sl No | Description | Qty | Unit | TONY SKARIA L1 |
|---|---|---|---|---|
| 1.00Construction of Bathing ghat | ||||
| 1.00 | 60.1.2: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. | 25 | metre | 1,000 ₹25,000 Lowest |
| 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 | 240 | hour | 160 ₹38,400 Lowest |
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 212.88 | cum | 257 ₹54,709.9 Lowest |
| 1.00 | 60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 225.24 | cum | 5,360 ₹12,07,297.12 Lowest |
| 1.00 | 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) | 77.36 | cum | 9,760 ₹7,55,043.36 Lowest |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 2,581.21 | kilogram | 112 ₹2,89,095.97 Lowest |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 221.8 | sqm | 386 ₹85,613.64 Lowest |
| 1.01 | 5.23:Smooth finishing of the exposed surface of RCC work with 6mm thick cement mortar 1:3 ( cement : 3 fine sand). | 112.22 | sqm | 333 ₹37,370.26 Lowest |
| 1.01 | 19.6.5:Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:450 mm dia R.C.C. pipe | 12.6 | metre | 700 ₹8,820 Lowest |
Tender Value
₹26.1 L
EMD Value
₹50,000
Closing Date
18 May 2026, 6:00 pmClosed
Executive Engineer AID Thrissur
Executive Engineer AID Thrissur
RMF-Bathing ghats-Construction of Bathing Ghat in Manali River at Sreedharippalam in Nadathara Grama Panchayat, Thrissur District. General Civil Work
2026_Irrig_846929_2
IRR/IA/TR/918/2026_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
365 days
Sreedharipalam
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹50,000
22 Oct 2026
8 May 2026
20 May 2026
8 May 2026
18 May 2026
8 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of Bathing ghat | |||||
| 1.001 | 60.1.2: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. | - | metre | - | - |
| 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 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 0.6 | cum | - | - |
| 1.004 | 60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 0.8 | cum | - | - |
| 1.005 | 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) | 0.4 | cum | - | - |
| 1.006 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 0.6 | kilogram | - | - |
| 1.007 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 0.8 | sqm | - | - |
| 1.008 | 5.23:Smooth finishing of the exposed surface of RCC work with 6mm thick cement mortar 1:3 ( cement : 3 fine sand). | 0.2 | sqm | - | - |
| 1.009 | 19.6.5:Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:450 mm dia R.C.C. pipe | 1 | metre | - | - |
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