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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹24.1 L+₹1.5 L (6.59%)Rejected-Finance HIGH COURT VENDOR RNAKULAM | L2 | Rejected-Finance L2 | |
| 3 | L3₹24.5 L+₹1.8 L (8.01%)Rejected-Finance ALAPPUZHA | ALAPPUZHA | KERALA | 686534 | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | MOHAMMED SHAFEEK T A L2 | Varghese Antony L3 | T A NISHAD L1 |
|---|---|---|---|---|---|---|
| 1.00Works | ||||||
| 1.00 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | 1.93 | cum | 1,352 ₹2,612.06 | 1,359.97 ₹2,627.46 | 1,259.09 ₹2,432.56 Lowest |
| 1.00 | 15.44.2:Dismantling G.I. pipes ( external work) including excavation and refilling trenches after taking out the pipes, manually / by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer- in- Charges:Above 40 mm nominal bore | 45 | metre | 146 ₹6,570 | 147.3 ₹6,628.5 | 136.37 ₹6,136.65 Lowest |
| 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 | 4.2 | cum | 1,852 ₹7,778.4 | 1,863.4 ₹7,826.28 | 1,725.17 ₹7,245.71 Lowest |
| 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 | 174 | sqm | 66 ₹11,484 | 66.38 ₹11,550.12 | 61.45 ₹10,692.3 Lowest |
| 1.00 | 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 9.06 | cum | 6,710 ₹60,812.73 | 6,748.58 ₹61,162.38 | 6,247.97 ₹56,625.35 Lowest |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 727.72 | sqm | 321 ₹2,33,598.12 | 323.5 ₹2,35,417.42 | 299.51 ₹2,17,959.42 Lowest |
| 1.01 | 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) | 1.27 | cum | 6,900 ₹8,797.5 | 6,940.49 ₹8,849.12 | 6,425.64 ₹8,192.69 Lowest |
| 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) | 4.83 | cum | 8,034 ₹38,804.22 | 8,080.55 ₹39,029.06 | 7,481.14 ₹36,133.91 Lowest |
| 1.01 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 2.33 | cum | 11,694 ₹27,188.55 | 11,760.53 ₹27,343.23 | 10,888.13 ₹25,314.9 Lowest |
Tender Value
₹28.0 L
EMD Value
₹50,000
Closing Date
23 Jun 2026, 2:00 pmClosed
The Executive Engineer
The Executive Engineer PWD Buildings division Edappally
Replacing damaged tiles,leak rectification,solid masonry works,Man hole repair,RCC cover slabs,water proofing treatment,Vitrified tiles,Acid washing ,GI tubular grill work, GI sheet etc
2026_PWD_855462_1
PWD/BLDG/TR/13189/2024_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
180 days
kalamassery
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
1 Aug 2026
11 Jun 2026
26 Jun 2026
11 Jun 2026
23 Jun 2026
11 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Works | |||||
| 1.001 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | - | cum | - | - |
| 1.002 | 15.44.2:Dismantling G.I. pipes ( external work) including excavation and refilling trenches after taking out the pipes, manually / by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer- in- Charges:Above 40 mm nominal bore | - | metre | - | - |
| 1.003 | 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 | - | cum | - | - |
| 1.004 | 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 | - | sqm | - | - |
| 1.005 | 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | - | cum | - | - |
| 1.006 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | - | sqm | - | - |
| 1.007 | 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) | 1 | cum | - | - |
| 1.008 | 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) | - | cum | - | - |
| 1.009 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | - | cum | - | - |
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