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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | ₹4.2 L | L1 | Accepted-AOC ALL DOCUMENTS ARE FOUND CORRECT |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | Dileep Kumar C K L1 | SHIBU KP L2 |
|---|---|---|---|---|---|
| 1.00MAINTANANCE OF COMPOUND WALL | |||||
| 1.00 | 15.7.4: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 | 17.48 | cum | 1,952.07 ₹34,122.18 | 1,900 ₹33,212 |
| 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 | 15.18 | cum | 329.7 ₹5,004.85 | 335 ₹5,085.30 |
| 1.00 | 4.1.8: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) | 2.76 | cum | 7,270 ₹20,065.20 | 7,400 ₹20,424 |
| 1.00 | OD428337/2025-2026:Laterate masonry with neatly dressed laterate stone of size35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. (MOD 50.6.7.1 of DAR) | 28.09 | cum | 6,379.09 ₹1.8 L | 6,496 ₹1.8 L |
| 1.00 | OD435731/2025-2026:Departmental Laterate masonry with neatly dressed laterate stone of size
35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all
cost of materials, labour charges etc. (MOD 50.6.7.1) | 4.37 | cum | 3,367.93 ₹14,717.85 | 3,429 ₹14,984.73 |
| 1.01 | 5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.53 | cum | 9,613.31 ₹24,321.67 | 9,788 ₹24,763.64 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 9.31 | sqm | 353.92 ₹3,295 | 360 ₹3,351.60 |
| 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 | 215.05 | kilogram | 103.04 ₹22,158.75 | 104 ₹22,365.20 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 197.5 | sqm | 338.9 ₹66,932.75 | 345 ₹68,137.50 |
Tender Value
Refer Docs
EMD Value
₹10,584
Closing Date
5 Mar 2026, 4:00 pmClosed
ASSISTANT ENGINEER
Assistant Engineer LSGD Engineering wing Thalassery Municipality
Annual Plan-Thalassery Municipality - Project No. 237/2025-26 -Chirakkara School Compound Wall Mainenance in Ward 12 of Thalassery Municipality
2025_LSGD_777382_351
E1-633/2025
Open Tender
Civil Works - Buildings
180 days
THALASSERY
Please refer Tender documents.
10 documents required · 10 mandatory
₹935
Yes
₹10,584
Yes
8 Apr 2026
25 Feb 2026
6 Mar 2026
25 Feb 2026
5 Mar 2026
25 Feb 2026
MAINTANANCE OF COMPOUND WALL
15.7.4: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
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
4.1.8: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)
OD428337/2025-2026:Laterate masonry with neatly dressed laterate stone of size35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. (MOD 50.6.7.1 of DAR)
OD435731/2025-2026:Departmental Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. (MOD 50.6.7.1)
5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
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
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
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