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Tender Value
₹16.0 L
EMD Value
₹40,200
Closing Date
4 Jul 2026, 5:00 pmDue tomorrow
Executive Engineer,TDB Trivandrum
Office of the Executive Engineer TDB Nanthancode Trivandrum
Kurikeswaram Devaswom in Kottarakkara Group-Constructing new stage -reg (RETENDER)
2026_TDB_855981_2
EET/eT-08/2026-27
Open Tender
Civil Works - Buildings
90 days
Kurikeswaram Devaswom
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,950
₹40,200
1 Jul 2026
1 Jul 2026
6 Jul 2026
1 Jul 2026
4 Jul 2026
1 Jul 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 |
|---|---|---|---|---|---|
| 1.01 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | - | m3 | 359.72 | - |
| 1.02 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | m3 | 7,932.89 | - |
| 1.03 | 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) | - | m3 | 10,488.77 | - |
| 1.04 | Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | - | m3 | 13,442.14 | - |
| 1.05 | Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | m2 | 386.16 | - |
| 1.06 | Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | m2 | 762.88 | - |
| 1.07 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | - | Kg | 110.98 | - |
| 1.08 | 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 | - | Kg | 112.43 | - |
| 1.09 | 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 | - | m3 | 3,993.46 | - |
| 1.1 | Random rubble masonry in cement mortar 1:6 (1 cement : 6 coarse sand) with hardstone in foundation and basement upto plinth level. | - | m3 | 5,603.11 | - |
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