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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L1 | |
| 3 | Rejected-Technical | - | Rejected-Technical L2 | |
| 4 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | P. ABDU L3 | MUHAMMED ARUVEETTIL L2 | ABDULLA PALOORAN L1 | AMEER SHA V. L1 |
|---|---|---|---|---|---|---|---|
| 1.00Well maintenance | |||||||
| 1.00 | OD466254/2025-2026:Demolishing laterite masonry manually/by mechanical means including stacking of serviceable material and disposable of unserviceable material within 50m. cement mortar | 4.44 | cum | 1,043.69 ₹4,636.07 | 1,043.69 ₹4,636.07 | 981.07 ₹4,357.91 Lowest | 981.07 ₹4,357.91 Lowest |
| 1.00 | OD508953/2025-2026:Laterate masonry with neatly dressed departmental laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 2.67 | cum | 3,375.22 ₹8,994.96 | 3,375.22 ₹8,994.96 | 3,172.71 ₹8,455.27 Lowest | 3,172.71 ₹8,455.27 Lowest |
| 1.00 | 50.6.7.1:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 6.37 | cum | 7,489.25 ₹47,714.01 | 7,489.25 ₹47,714.01 | 7,039.9 ₹44,851.2 Lowest | 7,039.9 ₹44,851.2 Lowest |
| 1.00 | 10.25.2:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 12.96 | kg | 163.89 ₹2,124.01 | 163.89 ₹2,124.01 | 154.06 ₹1,996.62 Lowest | 154.06 ₹1,996.62 Lowest |
| 1.00 | 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) | 2.59 | cum | 7,286.51 ₹18,864.77 | 7,286.51 ₹18,864.77 | 6,849.32 ₹17,732.89 Lowest | 6,849.32 ₹17,732.89 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) | 1.06 | cum | 8,483.41 ₹8,992.41 | 8,483.41 ₹8,992.41 | 7,974.41 ₹8,452.87 Lowest | 7,974.41 ₹8,452.87 Lowest |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 3.45 | sqm | 354.69 ₹1,225.1 | 354.69 ₹1,225.1 | 333.41 ₹1,151.6 Lowest | 333.41 ₹1,151.6 Lowest |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 31.57 | sqm | 339.63 ₹10,721.44 | 339.63 ₹10,721.44 | 319.25 ₹10,078.08 Lowest | 319.25 ₹10,078.08 Lowest |
| 1.01 | 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 | 8.62 | cum | 330.41 ₹2,849.46 | 330.41 ₹2,849.46 | 310.59 ₹2,678.53 Lowest | 310.59 ₹2,678.53 Lowest |
Tender Value
₹2.8 L
EMD Value
₹6,884
Closing Date
13 Mar 2026, 6:55 pmClosed
Ali Faisal KT
Office of the Assistant Engineer, LID EW Section, Pandikkad Grama Panchayat
Annual Plan- 2025-26 OF PANDIKKAD GP-PRO NO-645-26 IMPROVEMENT WORKS TO PANAYAMTHODIKA KUDIVELLA KINAR AT WARD NO 07
2026_LSGD_844291_11
08/2025-26/AE/LID EW/PNKD
Open Tender
Civil Works - Roads
Item Rate
365 days
Pandikkad
Please refer Tender documents.
8 documents required · 8 mandatory
₹610
Yes
₹6,884
Yes
30 Sept 2026
6 Mar 2026
16 Mar 2026
6 Mar 2026
13 Mar 2026
6 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Well maintenance | |||||
| 1.001 | OD466254/2025-2026:Demolishing laterite masonry manually/by mechanical means including stacking of serviceable material and disposable of unserviceable material within 50m. cement mortar | 4.44 | cum | - | - |
| 1.002 | OD508953/2025-2026:Laterate masonry with neatly dressed departmental laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 2.67 | cum | - | - |
| 1.003 | 50.6.7.1:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 6.37 | cum | - | - |
| 1.004 | 10.25.2:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 12.96 | kg | - | - |
| 1.005 | 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) | 2.59 | cum | - | - |
| 1.006 | 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) | 1.06 | cum | - | - |
| 1.007 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 3.45 | sqm | - | - |
| 1.008 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 31.57 | sqm | - | - |
| 1.009 | 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 | 8.62 | cum | - | - |
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