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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.2 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹3.2 L+₹1,714.88 (0.54%)Admitted-Finance | L2 | Admitted-Finance |
Tender Value
₹3.4 L
EMD Value
₹8,600
Closing Date
6 Oct 2026, 11:00 amClosed
Executive Engineer TDB,Kottayam
Office of the Executive Engineer, TDB, Kottayam- 686001
Erumely Devaswom - Mundakkayam Group-Relaying of Flood Damaged interlock paver tile in the temple thirumuttom
2026_TDB_873915_1
TDB/EEK/ET-52/2026-27
Open Tender
Civil Works - Others
Percentage
25 days
Erumeli Devaswom
Please refer Tender documents.
8 documents required · 8 mandatory
₹826
₹8,600
7 Oct 2026
28 Sept 2026
7 Oct 2026
28 Sept 2026
6 Oct 2026
28 Sept 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Relaying Interlock tile | |||||
| 1.001 | 16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | 620 | sqm | 136.23 | ₹84,462.6 |
| 1.002 | OD139882/2026-2027:Labour engaging for cutting and levelling the undulated portions of the temple thirumuttom: Engaged Man coolie | 10 | each | 1,082.18 | ₹10,821.8 |
| 1.003 | OD139120/2026-2027:Laying Departmental interlocking paver block 60 mm or nearest size thickness, minimum strength M 30 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. | 472.36 | sqm | 194 | ₹91,637.84 |
| 1.004 | OD139121/2026-2027:Supplying and laying interlocking paver block 60 mm or nearest size thickness, minimum strength M 30 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. | 119.48 | sqm | 932.22 | ₹1,11,381.65 |
| 1.005 | 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) | 3.64 | cum | 9,235.97 | ₹33,655.87 |
| 1.006 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 15.83 | sqm | 386.16 | ₹6,112.91 |
| 1.007 | 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) | 0.21 | cum | 9,963.93 | ₹2,092.43 |
| 1.008 | 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 | 25 | kilogram | 112.43 | ₹2,810.75 |
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