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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.2 LAccepted-Finance LID EW SECTION AREEKODE | KANNUR | KERALA | 670002 | ₹7.2 L | L1 | Accepted-Finance Lowest bid, accepted |
| 2 | L2₹7.4 LAccepted-Finance | ₹7.4 L | L2 | Accepted-Finance Second bidder, kept in abeyance till the execution of agreement by the first bidder. |
| 3 | L3₹7.7 LAccepted-Finance | ₹7.7 L | L3 | Accepted-Finance Third bidder, kept in abeyance till the execution of agreement by the second bidder. |
| Sl No | Description | Qty | Unit | M.K. ABDUL HAMEED L1 | ABDUL RAZAK KOLAKKADAN L2 | RISIYAS ALI P L3 |
|---|---|---|---|---|---|---|
| 1.00Side protection | ||||||
| 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 | 157.62 | cum | 199.72 ₹31,480.87 | 206.7 ₹32,581.09 | 215 ₹33,889.38 |
| 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 | 202.3 | cum | 3,095.85 ₹6.3 L | 3,203.5 ₹6.5 L | 3,337 ₹6.8 L |
| 1.00 | 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) | 4.25 | cum | 7,160 ₹30,430 | 7,409.1 ₹31,488.68 | 7,677 ₹32,627.25 |
| 1.00 | 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. | 17.2 | sqm | 650.88 ₹11,195.14 | 673.5 ₹11,584.20 | 701 ₹12,057.20 |
| 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 | 181.13 | kilogram | 87.15 ₹15,785.39 | 90.2 ₹16,337.84 | 93 ₹16,845 |
Tender Value
₹8.5 L
EMD Value
₹21,184
Closing Date
19 May 2026, 6:00 pmClosed
Abdurahiman Pulikkathumbayil
Assistant Executive Engineer, MI Subdivision, Civil Station, Malappuram
Side protecting the right bank of Cherupuzha near Kooram Kallu VCB cum BRidge in Urangattiri Panchayath in Eranad LAC in Malappuram District-Protection work- General Civil Work
2026_Irrig_850098_1
IRR/IA/TR/7257/2025_5_1_1/1
Open Tender
Civil Works - Others
365 days
Kooram Kallu VCB cum BRidge in Urangattiri Panchay
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,870
Yes
₹21,184
Yes
21 May 2026
11 May 2026
21 May 2026
11 May 2026
19 May 2026
11 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Side protection | ||||||
| 1.001 | 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 | - | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 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 | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 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 | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 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. | 1 | sqm | - | - | BI01010001010000000000000515BI0100001117 |
| 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 | 0.6 | kilogram | - | - | BI01010001010000000000000515BI0100001118 |
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