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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 LAccepted-Finance | ₹5.4 L | L1 | Accepted-Finance Lowest bid, accepted |
| 2 | L2₹5.9 LAccepted-Finance LID EW SECTION AREEKODE | KANNUR | KERALA | 670002 | ₹5.9 L | L2 | Accepted-Finance Second bidder, kept in abeyance till the execution of agreement by the first bidder. |
| 3 | L3₹6.1 LAccepted-Finance KANNUR | KERALA | 670612 | ₹6.1 L | L3 | Accepted-Finance Third bidder, kept in abeyance till the execution of agreement by the seccond bidder. |
| 4 | L4₹6.1 LAccepted-Finance | ₹6.1 L | L4 | Accepted-Finance Forth bidder, kept in abeyance till the execution of agreement by the third bidder. |
| Sl No | Description | Qty | Unit | M.K. ABDUL HAMEED L2 | ISMAIL P L3 | JUNAIS K L1 | RISIYAS ALI P L4 |
|---|---|---|---|---|---|---|---|
| 1.00FD-mandapam thodu | |||||||
| 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 | 89.54 | cum | 206.1 ₹18,454.19 | 212.4 ₹19,018.30 | 188.3 ₹16,860.38 | 215 ₹19,251.10 |
| 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 | 145.59 | cum | 3,194.9 ₹4.7 L | 3,300 ₹4.8 L | 2,918.7 ₹4.2 L | 3,337 ₹4.9 L |
| 1.00 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 7.4 | cum | 7,971.4 ₹58,988.36 | 8,236 ₹60,946.40 | 7,282.3 ₹53,889.02 | 8,282 ₹61,286.80 |
| 1.00 | 4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts | 18.9 | sqm | 806.9 ₹15,250.41 | 833 ₹15,743.70 | 737.1 ₹13,931.19 | 800 ₹15,120 |
| 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 | 357.11 | kilogram | 89.9 ₹32,104.37 | 92.7 ₹33,104.28 | 82.2 ₹29,354.61 | 93 ₹33,211.42 |
Tender Value
₹6.8 L
EMD Value
₹16,933
Closing Date
19 May 2026, 6:00 pmClosed
Abdurahiman Pulikkathumbayil
Assistant Executive Engineer, MI Subdivision, Civil Station, Malappuram
-Side protection works to Mandapam thodu at Panampilavu in Urangattiri Panchayath.-General Civil Work
2026_Irrig_850037_1
IRR/IA/TR/2538/2022_5_1_1/1
Open Tender
Civil Works - Others
365 days
Mandapam thodu at Panampilavu in Urangattiri GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,495
Yes
₹16,933
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 |
|---|---|---|---|---|---|---|
| 1FD-mandapam thodu | ||||||
| 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 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts | 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 | 0.8 | kilogram | - | - | BI01010001010000000000000515BI0100001118 |
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