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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.9 LAccepted-AOC | ₹21.9 L Quoted ₹26.3 L | L1 | Accepted-AOC Lowest |
| 2 | L2₹27.1 LRejected-AOC | ₹27.1 L | L2 | Rejected-AOC Second Lowest |
Tender Value
₹19.9 L
EMD Value
₹50,000
Closing Date
2 Mar 2026, 1:00 pmClosed
Executive Engineer Kottayam
Office of the Executive Engineer TDB,Kottayam
Thuruthikkattu Cheruvallikkavu Devaswom - Aymanam sub group - Kottayam group-Construction of Sreekovil for goddess Vandurga and Sree Bhadrakali
2026_TDB_841412_1
TDB/EEK/ET-157/2025-26
Open Tender
Civil Works - Others
Percentage
240 days
Kottayam
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,950
₹50,000
20 Jul 2026
27 Feb 2026
3 Mar 2026
27 Feb 2026
2 Mar 2026
27 Feb 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 |
|---|---|---|---|---|---|
| 1GSB Laying for sreekovil base area (Bhadra & Vanadurga) | |||||
| 1.01 | Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix
in Place Method <br> Construction of granular sub-base by providing well
graded material, spreading in uniform layers with motor grader on prepared surface,
mixing by mix in place method with rotavator at OMC, and compacting with smooth
wheel roller to achieve the desired density, complete as per Technical Specification
Clause 401. <br> (i) For Grading I Material | - | Cum | - | - |
| 2Ground formation and Side protection wall | |||||
| 2.01 | 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 | 1 | Cum | - | - |
| 2.02 | Random rubble masonry in cement mortar 1:6 (1 cement : 6 coarse sand) with hard
stone in foundation and basement up to plinth level | 1 | Cum | 1 | ₹1 |
| 2.03 | Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of
foundations 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 as per direction
of site Engineer-in-charge | 0.4 | Cum | 1 | ₹0.4 |
| 3Sreekovil for Bhadra | |||||
| 3.01 | 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) | - | cum | - | - |
| 3.02 | Random rubble masonry in cement mortar 1:6 (1 cement : 6 coarse sand) with hard
stone in foundation and basement up to plinth level | - | cum | 1 | - |
| 3.03 | Providing and laying in position ready mixed or site batched design mix cement
concrete for reinforced cement concrete work; using coarse aggregate and fine
aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland
/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to
accelerate / retard setting of concrete, to improve durability and workability without
impairing strength; including pumping of concrete to site of laying, curing, carriage
for all leads; but excluding the cost of centering, shuttering, finishing and
reinforcement as per direction of the engineer-in-charge; for the following grades of
concrete. Note: Extra cement up to 10% of the minimum specified cement content in
design mix shall be payable separately. In case the cement content in design mix is
more than 110% of the specified minimum cement content, the contractor shall have
discretion to either re-design the mix or bear the cost of extra cement
All work upto plinth levelConcrete of M25 grade with minimum cement content of
330 kg /cum | - | cum | 1 | - |
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tech_eval.pdf
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aoc.pdf
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