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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical CHITHAN VIL ATHYAPI P O MALAPPURAM 676517 | MALAPPURAM | MALAPPURAM | KERALA | 676517 | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical | - | Rejected-Technical L5 | |
| 5 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | ASHRAF CHEERANGAN L4 | ABDUL SHUKOOR L2 | NIYAS E L5 | SHIHABUDHEEN K L3 | MUHAMMED FASIL L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Block office work | ||||||||
| 1.00 | OD470362/2025-2026: DR Dismantling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m derived from 60.7.3 | 35.91 | cum | 685.36 ₹24,608.54 | 631.09 ₹22,659.92 | 695.8 ₹24,983.39 | 639 ₹22,943.93 | 597.9 ₹21,468.2 Lowest |
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 137.62 | cum | 233.08 ₹32,077.64 | 214.62 ₹29,537.08 | 236.63 ₹32,566.2 | 217 ₹29,864.63 | 203.34 ₹27,984.67 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. | 6.41 | cum | 7,376.91 ₹47,271.24 | 6,792.75 ₹43,527.94 | 7,489.25 ₹47,991.11 | 6,890 ₹44,151.12 | 6,435.51 ₹41,238.75 Lowest |
| 1.00 | OD475572/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry
with good quality blasted rubble using department rubble stacked in site including packing to compactness to lines and levels
cost and conveyance of all materials labour charges etc. complete as per direction of
Departmental officers at site | 11.85 | cum | 1,552.43 ₹18,396.3 | 1,429.5 ₹16,939.58 | 1,576.07 ₹18,676.43 | 1,450 ₹17,182.5 | 1,354.32 ₹16,048.69 Lowest |
| 1.00 | 11.56.1:Providing and laying Polished Granite stone flooring in required design and
patterns, in linear as well as curvilinear portions of the building all complete as
per the architectural drawings with 18 mm thick stone slab over 20 mm (average)
thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed
with cement slurry and pointing with white cement slurry admixed with pigment
of matching shade including rubbing , curing and polishing etc. all complete
as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | 19.75 | sqm | 4,434.78 ₹87,586.91 | 4,083.6 ₹80,651.1 | 4,502.31 ₹88,920.62 | 4,142 ₹81,804.5 | 3,868.83 ₹76,409.39 Lowest |
| 1.01 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 8 | cum | 288.13 ₹2,305.04 | 265.32 ₹2,122.56 | 292.52 ₹2,340.16 | 269 ₹2,152 | 251.36 ₹2,010.88 Lowest |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 381.19 | sqm | 334.54 ₹1,27,523.3 | 308.04 ₹1,17,421.77 | 339.63 ₹1,29,463.56 | 313 ₹1,19,312.47 | 291.84 ₹1,11,246.49 Lowest |
| 1.01 | 16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | 603.32 | sqm | 1,078.99 ₹6,50,976.25 | 993.55 ₹5,99,428.59 | 1,095.42 ₹6,60,888.79 | 1,007 ₹6,07,543.24 | 941.29 ₹5,67,899.08 Lowest |
| 1.01 | 13.99.1:Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :One or more coats on old work | 36.59 | sqm | 98.21 ₹3,593.5 | 90.44 ₹3,309.2 | 99.71 ₹3,648.39 | 91 ₹3,329.69 | 85.68 ₹3,135.03 Lowest |
Tender Value
₹14.5 L
EMD Value
₹36,126
Closing Date
23 Feb 2026, 5:00 pmClosed
AEE Vengara BP
Office of the Assistant Executive Engineer, LID EW Sub division, Vengara Block Panchayat
Annual Plan-Vengara BP 171-2025-26 Block Panchayath beautification-work-General Civil Work
2026_LSGD_835963_14
4/AEE/VGA/TN/2025-26-1
Open Tender
Civil Works - Others
Item Rate
Vengara BP
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,760
Yes
₹36,126
Yes
Vengara BP
25 Mar 2026
13 Feb 2026
25 Feb 2026
13 Feb 2026
23 Feb 2026
13 Feb 2026
13 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Block office work | |||||
| 1.001 | OD470362/2025-2026: DR Dismantling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m derived from 60.7.3 | 1 | cum | - | - |
| 1.002 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | - | 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. | - | cum | - | - |
| 1.004 | OD475572/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry
with good quality blasted rubble using department rubble stacked in site including packing to compactness to lines and levels
cost and conveyance of all materials labour charges etc. complete as per direction of
Departmental officers at site | 1 | cum | - | - |
| 1.005 | 11.56.1:Providing and laying Polished Granite stone flooring in required design and
patterns, in linear as well as curvilinear portions of the building all complete as
per the architectural drawings with 18 mm thick stone slab over 20 mm (average)
thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed
with cement slurry and pointing with white cement slurry admixed with pigment
of matching shade including rubbing , curing and polishing etc. all complete
as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | - | sqm | - | - |
| 1.006 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | - | cum | - | - |
| 1.007 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 1 | sqm | - | - |
| 1.008 | 16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | - | sqm | - | - |
| 1.009 | 13.99.1:Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :One or more coats on old work | - | sqm | - | - |
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