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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 LAccepted-AOC | ₹2.8 L | L1 | Accepted-AOC SHO |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | P. Prakashan L2 | K. Prakashan L1 |
|---|---|---|---|---|---|
| 1.00Demolishing Existing toilet | |||||
| 1.00 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 2.34 | cum | 3,769.81 ₹8,821.36 | 3,735.54 ₹8,741.16 Lowest |
| 1.00 | OD383284/2025-2026:Demolishing laterite wall 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 lime mortar | 11.9 | cum | 903.74 ₹10,758.12 | 895.52 ₹10,660.27 Lowest |
| 2.00new toilet block | |||||
| 2.00 | 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) | 0.48 | cum | 8,144.43 ₹3,909.33 | 8,070.39 ₹3,873.79 Lowest |
| 2.00 | OD383108/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in
cement mortar 1:6 for super structure above plinth level upto two level including all cost of
materials, labour charges etc.(OD from 50.6.7.2) | 3.74 | cum | 7,629.95 ₹28,566.53 | 7,560.59 ₹28,306.85 Lowest |
| 2.00 | OD383240/2025-2026:Laterate masonry with departmental laterate stone of size 35x20x20cm or nearest size in
cement mortar 1:6 for super structure above plinth level upto two level including all cost of
materials, labour charges etc.(OD from 50.6.7.2) | 2.63 | cum | 4,678.58 ₹12,309.34 | 4,636.04 ₹12,197.42 Lowest |
| 2.00 | 50.6.6.2:Hollow block masonry using pre cast solid blocks (factory made) of size 40x20x10cm or nearest available size confirming to IS 2185 part I of 1979 for Super structure up to floor two level for 10 cm thick wall in: CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding etc complete | 0.98 | cum | 7,775.46 ₹7,627.73 | 7,704.77 ₹7,558.38 Lowest |
| 2.00 | 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) | 0.41 | cum | 10,768.47 ₹4,393.54 | 10,670.58 ₹4,353.6 Lowest |
| 2.01 | 9.117.1:Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1 mm), with wall thickness 2.0mm (±0.2 mm), corners of the door frame to be jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 x 19 mm and 1 mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer's specification and direction of Engineer-in-chargeExtruded section profile size 48x40 mm | 14.85 | metre | 299.38 ₹4,445.79 | 296.65 ₹4,405.25 Lowest |
Tender Value
Refer Docs
EMD Value
₹6,355
Closing Date
12 Feb 2026, 4:00 pmClosed
ASSISTANT ENGINEER
Assistant Engineer LSGD Engineering wing Thalassery Municipality
Annual Plan-Thalassery Municipality - Project No. 616/2025-26-Chettam Kunnu School Toilet Maintenance in Ward 50 of Thalassery Municipality -General Civil Work
2025_LSGD_777382_332
E1-633/2025
Open Tender
Civil Works - Buildings
Item Rate
180 days
THALASSERY
Please refer Tender documents.
10 documents required · 10 mandatory
₹565
Yes
₹6,355
Yes
3 Aug 2026
5 Feb 2026
13 Feb 2026
5 Feb 2026
12 Feb 2026
5 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Demolishing Existing toilet | |||||
| 1.001 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 1 | cum | - | - |
| 1.002 | OD383284/2025-2026:Demolishing laterite wall 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 lime mortar | - | cum | - | - |
| 2new toilet block | |||||
| 2.001 | 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) | - | cum | - | - |
| 2.002 | OD383108/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in
cement mortar 1:6 for super structure above plinth level upto two level including all cost of
materials, labour charges etc.(OD from 50.6.7.2) | - | cum | - | - |
| 2.003 | OD383240/2025-2026:Laterate masonry with departmental laterate stone of size 35x20x20cm or nearest size in
cement mortar 1:6 for super structure above plinth level upto two level including all cost of
materials, labour charges etc.(OD from 50.6.7.2) | 1 | cum | - | - |
| 2.004 | 50.6.6.2:Hollow block masonry using pre cast solid blocks (factory made) of size 40x20x10cm or nearest available size confirming to IS 2185 part I of 1979 for Super structure up to floor two level for 10 cm thick wall in: CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding etc complete | 1 | cum | - | - |
| 2.005 | 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) | 1 | cum | - | - |
| 2.006 | 9.117.1:Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1 mm), with wall thickness 2.0mm (±0.2 mm), corners of the door frame to be jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 x 19 mm and 1 mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer's specification and direction of Engineer-in-chargeExtruded section profile size 48x40 mm | 1 | metre | - | - |
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