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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹8.0 L+₹8,469.58 (1.06%)Accepted-Finance KONDOTTY PO KONDOTTY PIN 673638 | KONDOTTY | MALAPPURAM | KERALA | 673638 | L2 | Accepted-Finance L2 | |
| 3 | L3₹8.9 L+₹93,178.04 (11.7%)Rejected-Finance | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | MANORANJ C.P L1 | RAMAKRISHNAN K L2 | Prashanth M K L3 |
|---|---|---|---|---|---|---|
| 1.00Lab block | ||||||
| 1.00 | 15.23.1:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm | 54.13 | sqm | 66.56 ₹3,602.63 Lowest | 67.27 ₹3,641.06 | 74.35 ₹4,024.27 |
| 1.00 | 15.11.2:Removing mortar from and cleaning stones and concrete articles ( net quantity of stacks of cleaned materials will be measured):In cement mortar | 10.2 | cum | 625.05 ₹6,375.51 Lowest | 631.7 ₹6,443.34 | 698.2 ₹7,121.64 |
| 1.00 | 15.10.1:Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually / by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge:In lime mortar | 1.55 | cum | 1,328.21 ₹2,060.05 Lowest | 1,342.34 ₹2,081.97 | 1,483.64 ₹2,301.13 |
| 1.00 | OD194338/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | 0.99 | cum | 7,168.68 ₹7,075.49 Lowest | 7,244.94 ₹7,150.76 | 8,007.56 ₹7,903.46 |
| 1.00 | 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 | 1.58 | cum | 6,189.98 ₹9,804.93 Lowest | 6,255.84 ₹9,909.25 | 6,914.34 ₹10,952.31 |
| 1.01 | 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) | 0.35 | cum | 8,741.69 ₹3,059.59 Lowest | 8,834.69 ₹3,092.14 | 9,764.65 ₹3,417.63 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 4.9 | sqm | 843.33 ₹4,132.32 Lowest | 852.3 ₹4,176.27 | 942.02 ₹4,615.9 |
| 1.01 | 13.4.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand) | 14.21 | sqm | 338.01 ₹4,801.43 Lowest | 341.61 ₹4,852.57 | 377.57 ₹5,363.38 |
| 1.01 | 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. | 317.68 | kilogram | 102.38 ₹32,524.08 Lowest | 103.46 ₹32,867.17 | 114.36 ₹36,329.88 |
Tender Value
₹8.5 L
EMD Value
₹21,176
Closing Date
7 Mar 2026, 3:00 pmClosed
Assistant Executive Engineer
PWD Buildings Subdivision Kannur
LAC ADS District AYURVEDA HOSPITAL KANURCONSTRUCTION OF CAUSALITY BLOCK
2026_PWD_842475_1
PWD/BLDG/18566/2025-2026
Open Tender
Civil Works - Buildings
Item Rate
180 days
Kannur
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,176
Yes
23 May 2026
2 Mar 2026
9 Mar 2026
2 Mar 2026
7 Mar 2026
2 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Lab block | |||||
| 1.001 | 15.23.1:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm | 54.13 | sqm | - | - |
| 1.002 | 15.11.2:Removing mortar from and cleaning stones and concrete articles ( net quantity of stacks of cleaned materials will be measured):In cement mortar | 10.2 | cum | - | - |
| 1.003 | 15.10.1:Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually / by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge:In lime mortar | 1.55 | cum | - | - |
| 1.004 | OD194338/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | 0.99 | cum | - | - |
| 1.005 | 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 | 1.58 | cum | - | - |
| 1.006 | 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) | 0.35 | cum | - | - |
| 1.007 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 4.9 | sqm | - | - |
| 1.008 | 13.4.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand) | 14.21 | sqm | - | - |
| 1.009 | 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. | 317.68 | kilogram | - | - |
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