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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.2 LAccepted-AOC | ₹6.2 L | L1 | Accepted-AOC lowest |
| 2 | L2₹6.7 L+₹51,563.86 (8.28%)Rejected-AOC | ₹6.7 L+₹51,563.86 (8.28%) | L2 | Rejected-AOC second lowest |
| Sl No | Description | Qty | Unit | Muhammed Shafi.AK L1 | Jassir M L2 |
|---|---|---|---|---|---|
| 1.00BUILDING | |||||
| 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. | 0.2 | cum | 2,755.5 ₹559.37 Lowest | 3,350 ₹680.05 |
| 1.00 | 15.7.3: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 lime mortar | 1.54 | cum | 660.58 ₹1,017.29 Lowest | 800 ₹1,232 |
| 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 | 0.14 | cum | 269.94 ₹38.87 Lowest | 325 ₹46.8 |
| 1.00 | 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) | 0.35 | cum | 6,930.95 ₹2,405.04 Lowest | 7,423 ₹2,575.78 |
| 1.00 | 50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm 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. | 16.03 | cum | 6,780.91 ₹1,08,711.55 Lowest | 7,262 ₹1,16,424.38 |
| 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). | 1.6 | cum | 10,087.38 ₹16,139.81 Lowest | 10,803 ₹17,284.8 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 9.73 | sqm | 572.49 ₹5,568.04 Lowest | 614 ₹5,971.76 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 5.23 | sqm | 721.35 ₹3,770.5 Lowest | 772 ₹4,035.24 |
| 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 | 128 | kilogram | 84.36 ₹10,798.08 Lowest | 90.12 ₹11,535.36 |
Tender Value
Refer Docs
EMD Value
₹19,061
Closing Date
23 Jun 2026, 1:00 pmClosed
Assistant Engineer
O/o Assistant Executive Engineer LID EW Subdivision Kondotty
Annual Plan Kondotty BP 2026 27 Construction of Women empowerment centre above Moolottumoola anganavdi Vazhayoor GP P.No0 27
2026_LSGD_855794_6
01/2026/AE/LIDEW/KTY
Open Tender
Civil Works - Others
Item Rate
180 days
KONDOTTY
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,685
₹19,061
21 Jul 2026
16 Jun 2026
24 Jun 2026
16 Jun 2026
23 Jun 2026
16 Jun 2026
16 Jun 2026 - 23 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1BUILDING | |||||
| 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. | - | cum | - | - |
| 1.002 | 15.7.3: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 lime mortar | - | cum | - | - |
| 1.003 | 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 | - | cum | - | - |
| 1.004 | 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) | 1 | cum | - | - |
| 1.005 | 50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm 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. | - | cum | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
| 1.008 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | - | sqm | - | - |
| 1.009 | 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 | - | kilogram | - | - |
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