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Tender Value
₹6.5 L
EMD Value
₹16,400
Closing Date
17 Jul 2026, 6:00 pmClosed
EXECUTIVE ENGINEER, TDB, MAVELIKKARA
OFFICE OF THE EXECUTIVE ENGINEER, TDB, MAVELIKKARA-690101
Sasthamcotta Devaswom In Karunagappally Group-Re - Constructing Kalathattu- Reg RETENDER
2026_TDB_854643_4
EEM/ET-39/2026-27
Open Tender
Civil Works - Buildings
Percentage
60 days
Mavelikkara
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,593
₹16,400
18 Jul 2026
14 Jul 2026
18 Jul 2026
14 Jul 2026
17 Jul 2026
14 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 | Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet | 61.92 | M2 | 170.52 | ₹10,557.92 |
| 1.02 | Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres span and 5 metres height including stacking the material within 50 metres lead:Of sectional area 40 square centimetres and above | 1.32 | M3 | 4,607.85 | ₹6,073.15 |
| 1.03 | Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | 5.63 | M3 | 2,129.84 | ₹11,995.26 |
| 1.04 | Extra labour charge for cutting and levelling inside of Kalathattu | 4 | each | 1,082.18 | ₹4,328.72 |
| 1.05 | 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 | 8.96 | M3 | 359.72 | ₹3,223.09 |
| 1.06 | Random rubble masonry in cement mortar 1:6 (1 cement : 6 coarse sand) with hardstone in foundation and basement upto plinth level | 10.16 | M3 | 5,603.11 | ₹56,927.6 |
| 1.07 | Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc 0c5o1m4:p3l7e:3te6.618 8 | 0.54 | M3 | 7,713.54 | ₹4,165.31 |
| 1.08 | 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. | 7.96 | M3 | 318.47 | ₹2,535.98 |
| 1.09 | 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) | 2.41 | M3 | 7,932.89 | ₹19,150 |
| 1.1 | 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). | 2.06 | M3 | 13,442.14 | ₹27,744.58 |
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