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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-AOC THENGUMPALLIL HOUSE KALLAR RAJAPURAM 671532 | RAJAPURAM | KASARAGOD | KERALA | 671532 | ₹3.2 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | T J Joseph Joy L1 | SATHEESH M L2 |
|---|---|---|---|---|---|
| 1.00ANGANWADI MAINTENANCE | |||||
| 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. | 16.26 | cum | 3,229.77 ₹52,525.75 | 3,378.65 ₹54,946.98 |
| 1.00 | 15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar | 2.97 | cum | 1,053.17 ₹3,127.91 | 1,101.71 ₹3,272.08 |
| 1.00 | OD522450/2025-2026:Demolishing laterite 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 | 18.5 | cum | 1,873.39 ₹34,657.72 | 1,959.75 ₹36,255.38 |
| 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 | 10.35 | cum | 316.41 ₹3,274.84 | 331 ₹3,425.85 |
| 1.00 | OD527780/2025-2026:
DR with Departmental Stone - DRY RUBBLE MASONRY - Dry rubble masonry
without concrete leveling course using departmental rubble including packing to
compactness to lines and levels, labour charges etc. complete as per direction of
departmental officers at site. | 2.25 | cum | 1,509.28 ₹3,395.88 | 1,578.85 ₹3,552.41 |
| 1.01 | OD522701/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 25.76 | cum | 5,346.63 ₹1,37,739.88 | 5,593.09 ₹1,44,089.18 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 3 | sqm | 671.03 ₹2,013.09 | 701.96 ₹2,105.88 |
| 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). | 0.3 | cum | 11,823.61 ₹3,547.08 | 12,368.63 ₹3,710.59 |
| 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 | 30 | kilogram | 98.89 ₹2,966.7 | 103.44 ₹3,103.2 |
Tender Value
₹3.4 L
EMD Value
₹8,471
Closing Date
17 Mar 2026, 4:15 pmClosed
SISUPALAN KOILARIAN
OFFICE OF THE ASSISTANT ENGINEER KALLAR GP
Annual Plan-63/2025-2026 POODAMKALLU MINI STADIUM STAGE CONSTRUCTION IN KALLAR GP- 63/2025-2026-General Civil Work
2026_LSGD_846076_1
08/AE/LID AE/2025KALLAR GP
Open Tender
Civil Works - Others
210 days
KALLAR GP
Please refer Tender documents.
3 documents required · 3 mandatory
₹750
Yes
₹8,471
Yes
9 Jul 2026
10 Mar 2026
18 Mar 2026
10 Mar 2026
17 Mar 2026
10 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ANGANWADI MAINTENANCE | |||||
| 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 | 15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar | - | cum | - | - |
| 1.003 | OD522450/2025-2026:Demolishing laterite 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 | 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 | 1 | cum | - | - |
| 1.005 | OD527780/2025-2026:
DR with Departmental Stone - DRY RUBBLE MASONRY - Dry rubble masonry
without concrete leveling course using departmental rubble including packing to
compactness to lines and levels, labour charges etc. complete as per direction of
departmental officers at site. | - | cum | - | - |
| 1.006 | OD522701/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | - | 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 | 5.3: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 | - | - |
| 1.009 | 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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