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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.8 LAccepted-AOC | ₹2.8 L | 1 | Accepted-AOC lowest |
| 2 | 2₹2.9 LRejected-Finance | ₹2.9 L | 2 | Rejected-Finance 2nd Lowest |
Tender Value
₹2.9 L
EMD Value
₹7,200
Closing Date
20 Jun 2026, 6:55 pmClosed
EXECUTIVE ENGINEER, TDB, MAVELIKKARA
OFFICE OF THE EXECUTIVE ENGINEER, TDB, MAVELIKKARA-690101
Changankari devaswom in Ambalappuzha group-Providing pathway and maintenance to Ayyappan Velayudha Swami Sreekovil RETENDER
2026_TDB_830594_3
EEM/ET-138/2025-26
Open Tender
Repair and Maintenance Works
Percentage
90 days
Mavelikkara
Please refer Tender documents.
3 documents required · 3 mandatory
₹708
₹7,200
24 Jul 2026
17 Jun 2026
22 Jun 2026
17 Jun 2026
20 Jun 2026
17 Jun 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 |
|---|---|---|---|---|---|
| 1Appendix I - | |||||
| 1.01 | Clearing the site by means of labour | 5 | Each | 1,082.18 | ₹5,410.9 |
| 1.02 | 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 | 22.5 | M3 | 359.72 | ₹8,093.7 |
| 1.03 | Random rubble masonry with hard stone in foundation & plinth upto plinth in cement mortar 1:6(1 cement:6 coarse sand) | 30 | M3 | 5,603.11 | ₹1,68,093.3 |
| 1.04 | Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in- charge. | 45 | M3 | 445.71 | ₹20,056.95 |
| 1.05 | 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 | 87.5 | kg | 112.43 | ₹9,837.63 |
| 1.06 | Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 5 | M2 | 386.16 | ₹1,930.8 |
| 1.07 | 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) | 1.25 | M3 | 9,963.93 | ₹12,454.91 |
| 1.08 | 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 complete | 2.25 | M3 | 7,713.54 | ₹17,355.47 |
| 1.09 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | 8 | M2 | 56.51 | ₹452.08 |
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