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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 LAccepted-AOC AL MUSAJIR KORANI KORANI P OTHIRUVANANTHAPURAM | ₹5.4 L | L1 | Accepted-AOC LOWEST ADMITTED |
| 2 | Rejected-Technical | - | - | Rejected-Technical 578713.67 |
| Sl No | Description | Qty | Unit | SHAMNAD.N S L2 | SAJEER A S L1 |
|---|---|---|---|---|---|
| 1.00Compound wall | |||||
| 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 | 25.2 | cum | 386.89 ₹9,749.63 | 360.36 ₹9,081.07 |
| 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 | 25.5 | cum | 1,287.58 ₹32,833.29 | 1,198.46 ₹30,560.73 |
| 1.00 | OD375601/2025-2026: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 | 25.2 | cum | 1,845.22 ₹46,499.54 | 1,718.92 ₹43,316.78 |
| 1.00 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 36.75 | cum | 8,972.4 ₹3,29,735.7 | 8,357.44 ₹3,07,135.92 |
| 1.00 | 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | 10.07 | cum | 7,272.63 ₹73,257.2 | 6,774.88 ₹68,243.37 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 139.14 | sqm | 397.63 ₹55,326.24 | 370.42 ₹51,540.24 |
| 1.01 | 13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | 139.14 | sqm | 225.04 ₹31,312.07 | 209.64 ₹29,169.31 |
Updated dates
Tender Value
Refer Docs
EMD Value
₹13,753
Closing Date
23 Mar 2026, 3:00 pmClosed
Assistant Engineer
AE office Mangalapuram
Retender Annual plan Pro no 316/25-26 Compound wall construction at Thonnakkal LPS
2026_LSGD_831582_2
Annual plan Pro no 316/25-26 Compound wall construction at Thonnakkal LPS
Open Tender
Civil Works - Buildings
AE office Mangalapuram
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,215
₹13,753
1 Jun 2026
11 Mar 2026
24 Mar 2026
11 Mar 2026
23 Mar 2026
11 Mar 2026
Compound wall
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
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
OD375601/2025-2026: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
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
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