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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAdmitted-Fee/PreQual/Technical/Finance GAFOOR P | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹4.0 L+₹5,511.89 (1.40%)Admitted-Fee/PreQual/Technical/Finance KANARAN S O 40 YEARS CHENIKANDITHAZHA MEPPAYUR P O KOYILANDI TALUK KOZHIKODE DISTRICT KERALA | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | ANEESH K L2 | GAFOOR. P. L1 |
|---|---|---|---|---|---|
| 1.00Compound wall construction | |||||
| 1.00 | OD138226/2026-2027:DISMANTLING DR - Dismanling , 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. | 5.09 | cum | 656.83 ₹3,341.95 | 647.78 ₹3,295.9 Lowest |
| 1.00 | OD138225/2026-2027: DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without
concrete
levelling course using departmental rubble including packing to compactness to lines
and levels,
labour charges etc. complete as per direction of Departmental officers at site | 11.45 | cum | 1,487.81 ₹17,039.89 | 1,467.32 ₹16,805.22 Lowest |
| 1.00 | OD204841/2026-2027:Demolishing laterite masonry / solid block masonry work manually /by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metre lead as per direction of engineer in charge .In cement mortar | 2.77 | cum | 1,846.74 ₹5,111.78 | 1,821.31 ₹5,041.39 Lowest |
| 1.00 | OD204924/2026-2027:Laterate masonry with departmental 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. | 0.83 | cum | 3,951.33 ₹3,279.6 | 3,896.92 ₹3,234.44 Lowest |
| 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. | 1.94 | cum | 7,834.98 ₹15,184.19 | 7,727.08 ₹14,975.08 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 | 14.7 | cum | 311.9 ₹4,585.87 | 307.61 ₹4,522.79 Lowest |
| 1.01 | 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 | 30 | cum | 223.39 ₹6,701.7 | 220.3 ₹6,609 Lowest |
| 1.01 | OD138227/2026-2027:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble 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 | 41.76 | cum | 3,462.65 ₹1,44,607.19 | 3,414.97 ₹1,42,615.98 Lowest |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 16.15 | sqm | 334.9 ₹5,409.3 | 330.21 ₹5,333.55 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,590
Closing Date
9 Oct 2026, 5:00 pmClosed
Assistant Engineer
Assistant Engineer LID EW Section meppayur gp
construction of compound wall in anganavadies
2026_LSGD_869228_1
AE/LSGD/MPR/10/2026-27
Open Tender
Civil Works - Others
Item Rate
240 days
MEPPAYUR
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,590
Yes
12 Oct 2026
1 Oct 2026
12 Oct 2026
1 Oct 2026
9 Oct 2026
1 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Compound wall construction | |||||
| 1.001 | OD138226/2026-2027:DISMANTLING DR - Dismanling , 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. | 5.09 | cum | - | - |
| 1.002 | OD138225/2026-2027: DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without
concrete
levelling course using departmental rubble including packing to compactness to lines
and levels,
labour charges etc. complete as per direction of Departmental officers at site | 11.45 | cum | - | - |
| 1.003 | OD204841/2026-2027:Demolishing laterite masonry / solid block masonry work manually /by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metre lead as per direction of engineer in charge .In cement mortar | 2.77 | cum | - | - |
| 1.004 | OD204924/2026-2027:Laterate masonry with departmental 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. | 0.83 | 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. | 1.94 | cum | - | - |
| 1.006 | 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 | 14.7 | cum | - | - |
| 1.007 | 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 | 30 | cum | - | - |
| 1.008 | OD138227/2026-2027:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble 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 | 41.76 | cum | - | - |
| 1.009 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 16.15 | sqm | - | - |
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