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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC KADAVATH BUILDING NORTH ANNARA TIRUR | ₹4.2 L | L1 | Accepted-AOC L1 accepted |
| 2 | Rejected-Technical KOTTAKKAL TIRUR MUNICIPALITY KERALA | - | - | Rejected-Technical L1 ACCEPTED |
| Sl No | Description | Qty | Unit | Coretech Constructions LLP L1 | MOHANDAS P L2 |
|---|---|---|---|---|---|
| 1.00Ezhoor HS renovation | |||||
| 1.00 | OD343976/2025-2026:Demolishing stone rubble masonry which is in slanted condition manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar (Modified from 15.9.1) | 15.12 | cum | 1,599 ₹24,176.88 | 1,600 ₹24,192 |
| 1.00 | OD343977/2025-2026:Dismantling Dry rubble masonry - Dismanling , clearing away and carefully stacking
materials useful for reuse for any thickness of walls in DR masonry including disposal of debris
within a distance of 150m. | 61.46 | cum | 695 ₹42,714.70 | 695 ₹42,714.70 |
| 1.00 | 2.8.1: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 | 48.65 | cum | 330 ₹16,054.83 | 330 ₹16,054.83 |
| 1.00 | OD352396/2025-2026:[OD From 60.7.1] - 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 | 23.52 | cum | 3,668 ₹86,271.36 | 3,668 ₹86,271.36 |
| 1.00 | OD343979/2025-2026:Dry rubble masonry/foundation with departmental rubble without concrete levelling course including packing to compactness to lines and levels cost and labour charges etc,
complete as per direction of Depatmental officers at site | 55.86 | cum | 1,576 ₹88,035.36 | 1,576 ₹88,035.36 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 14 | sqm | 354.69 ₹4,965.66 | 354.69 ₹4,965.66 |
| 1.01 | 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 | 348.6 | kilogram | 103.26 ₹35,996.44 | 103.26 ₹35,996.44 |
| 1.01 | 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) | 5.18 | cum | 8,483 ₹43,941.94 | 8,484 ₹43,947.12 |
| 1.01 | 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | 7.12 | cum | 6,530 ₹46,467.48 | 6,531 ₹46,474.60 |
Updated dates
Tender Value
₹4.2 L
EMD Value
₹10,584
Closing Date
4 Nov 2025, 6:00 pmClosed
Assistant Engineer
The Assistant Engineer, LID and EW LSGD, Tirur Municipality
Annual Plan-SO140/26 Renovation of GHSS Ezhur High School at Tirur Municipality
2025_LSGD_814535_3
09/Etender/2025-26/Item Rate
Open Tender
Civil Works - Buildings
240 days
Tirur Municipality
Please refer Tender documents.
10 documents required · 10 mandatory
₹935
Yes
₹10,584
Yes
29 May 2026
25 Oct 2025
5 Nov 2025
25 Oct 2025
4 Nov 2025
25 Oct 2025
Amount
Ezhoor HS renovation
OD343976/2025-2026:Demolishing stone rubble masonry which is in slanted condition manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar (Modified from 15.9.1)
OD343977/2025-2026:Dismantling Dry rubble masonry - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.
2.8.1: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
OD352396/2025-2026:[OD From 60.7.1] - 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
OD343979/2025-2026:Dry rubble masonry/foundation with departmental rubble without concrete levelling course including packing to compactness to lines and levels cost and labour charges etc, complete as per direction of Depatmental officers at site
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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
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)
50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
MOHANDAS P (BID ID -2427921)
Bidder Name
MOHANDAS P
Coretech Constructions LLP
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