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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.6 LAccepted-AOC | ₹7.6 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | Hashim L2 | SHAROON SHA S L1 | K GOPALAKRISHNAN L4 | SHAMSUDEEN L3 |
|---|---|---|---|---|---|---|---|
| 1.00compound wall | |||||||
| 1.00 | 15.7.1: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 mud mortar | 24.75 | cum | 668.98 ₹16,557.26 | 650 ₹16,087.50 | 728.74 ₹18,036.32 | 688.6 ₹17,042.85 |
| 1.00 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 19.8 | cum | 7,659.32 ₹1.5 L | 7,520 ₹1.5 L | 8,343.49 ₹1.7 L | 7,884.5 ₹1.6 L |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 33 | sqm | 354.49 ₹11,698.17 | 345 ₹11,385 | 386.16 ₹12,743.28 | 364.7 ₹12,035.10 |
| 1.00 | 5.1.3: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) | 7.42 | cum | 9,146.89 ₹67,915.66 | 8,995 ₹66,787.88 | 9,963.93 ₹73,982.18 | 9,415.9 ₹69,913.06 |
| 1.00 | 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 | 519.75 | kilogram | 103.21 ₹53,643.40 | 101 ₹52,494.75 | 112.43 ₹58,435.49 | 106.2 ₹55,197.45 |
| 1.01 | 50.6.1.7:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 32.22 | cum | 6,250.7 ₹2.0 L | 6,148 ₹2.0 L | 6,809.04 ₹2.2 L | 6,434.5 ₹2.1 L |
| 1.01 | 13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). | 374.4 | sqm | 324.61 ₹1.2 L | 319 ₹1.2 L | 353.61 ₹1.3 L | 334.16 ₹1.3 L |
| 1.01 | 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | 374.4 | sqm | 74.22 ₹27,787.97 | 73 ₹27,331.20 | 80.85 ₹30,270.24 | 76.4 ₹28,604.16 |
| 1.01 | 13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work | 374.4 | sqm | 158.7 ₹59,417.28 | 156 ₹58,406.40 | 172.88 ₹64,726.27 | 163.3 ₹61,139.52 |
Tender Value
₹8.5 L
EMD Value
₹21,173
Closing Date
11 Mar 2026, 6:00 pmClosed
ASHARAJ R
Office of the Assistant Executive Engineer, LID EW Section, Kayamkulam Municipality
Annual Plan Kayamkulam Muncipality Project No 571 2025 Taluk Hospital Compound wall maintenance
2026_LSGD_843363_1
07/2025/AEE/LID EW/KYLM/ I PHASE
Open Tender
Civil Works - Buildings
180 days
KAYAMKULAM MUNCIPALITY
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,173
Yes
1 Jun 2026
4 Mar 2026
12 Mar 2026
4 Mar 2026
11 Mar 2026
4 Mar 2026
compound wall
15.7.1: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 mud mortar
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.1.3: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)
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
50.6.1.7:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete
13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 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
13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
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