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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.4 LAdmitted-Fee/PreQual/Technical/Finance | ₹15.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹15.6 L+₹29,173.53 (1.90%)Admitted-Fee/PreQual/Technical/Finance | ₹15.6 L+₹29,173.53 (1.90%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | AHAMMED SHIHAD UT L2 | SAKEER KONNALATH L1 |
|---|---|---|---|---|---|
| 1.00Side protection work | |||||
| 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 | 160 | hour | 350 ₹56,000 | 345.82 ₹55,331.2 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 | 187.38 | cum | 200 ₹37,476 | 194.98 ₹36,535.35 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 | 303.53 | cum | 3,080 ₹9,34,875.48 | 3,022.49 ₹9,17,419.41 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) | 38.7 | cum | 8,100 ₹3,13,461.9 | 7,938.52 ₹3,07,212.79 Lowest |
| 1.00 | 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 | 1,543.87 | kilogram | 87 ₹1,34,316.34 | 85.09 ₹1,31,367.56 Lowest |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 14.76 | sqm | 300 ₹4,428 | 292.26 ₹4,313.76 Lowest |
| 1.01 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 32.55 | sqm | 650 ₹21,159.45 | 635.46 ₹20,686.13 Lowest |
| 1.01 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 157.5 | cum | 240 ₹37,800 Lowest | 241.04 ₹37,963.8 |
| 1.01 | OD51511/2025-2026:Supplying and fixing boundary stone with RCC 1:1.5:3 pillar block having a size of
30*30*75 cm, steel reinforcement for RCC work, etc complete, fixed in CC1:3:6 using 40 mm
metal 55*55*60 m etc complete and centering and shuttering including strutting , propping and
removal of form work for pillar and foundation | 2 | each | 3,100 ₹6,200 | 824 ₹1,648 Lowest |
Tender Value
₹18.6 L
EMD Value
₹46,590
Closing Date
15 Sept 2026, 5:00 pmClosed
Executive Engineer,Irrigation Division, Malappuram
O/oExecutive Engineer Irrigation Division Malappuram
RMF Protecting the right bank of Chaliyar river at Mythra Chereeri in ward No 12 of Urangatteeri gramapanchayath in Malappuram district Side protection work General Civil Work
2026_Irrig_867855_1
IRR/IA/TR/1541/2022_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
Mythra Chereeri
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
₹46,590
18 Sept 2026
5 Sept 2026
18 Sept 2026
5 Sept 2026
15 Sept 2026
5 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Side protection work | |||||
| 1.001 | 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 | 160 | hour | - | - |
| 1.002 | 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 | 187.38 | cum | - | - |
| 1.003 | 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 | 303.53 | cum | - | - |
| 1.004 | 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) | 38.7 | cum | - | - |
| 1.005 | 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 | 1,543.87 | kilogram | - | - |
| 1.006 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 14.76 | sqm | - | - |
| 1.007 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 32.55 | sqm | - | - |
| 1.008 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 157.5 | cum | - | - |
| 1.009 | OD51511/2025-2026:Supplying and fixing boundary stone with RCC 1:1.5:3 pillar block having a size of
30*30*75 cm, steel reinforcement for RCC work, etc complete, fixed in CC1:3:6 using 40 mm
metal 55*55*60 m etc complete and centering and shuttering including strutting , propping and
removal of form work for pillar and foundation | 2 | each | - | - |
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