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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹90,841.29Accepted-AOC | L1 | Accepted-AOC Lower rate | |
| 2 | Rejected-Technical | - | Rejected-Technical HIGHER RATE | |
| 3 | Rejected-Technical | - | Rejected-Technical HIGHER RATE |
| Sl No | Description | Qty | Unit | salam mk L2 | RAJAN M K L3 | STANY EDAPPALA SUNDARAN L1 |
|---|---|---|---|---|---|---|
| 1.00COMPOUND WALL | ||||||
| 1.00 | 15.7.4:Demolishing brick 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 | 0.8 | cum | 1,920 ₹1,536 | 2,020 ₹1,616 | 1,918.98 ₹1,535.18 Lowest |
| 1.00 | OD472625/2025-2026:DISMANTLING DR-Dismantling,clearing away and carefully stacking materials useful for re
use for any thickness of walls in DR masonary including disposal of debries within a distance of
150m. | 1.62 | cum | 682 ₹1,104.84 Lowest | 719 ₹1,164.78 | 682.52 ₹1,105.68 |
| 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 | 4.92 | cum | 340 ₹1,672.8 | 341.73 ₹1,681.31 | 330.94 ₹1,628.22 Lowest |
| 1.00 | OD472633/2025-2026: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 | 6.82 | cum | 3,790 ₹25,840.22 | 3,793 ₹25,860.67 | 3,598.1 ₹24,531.85 Lowest |
| 1.00 | OD472628/2025-2026: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 | 1.62 | cum | 1,550 ₹2,511 | 1,630 ₹2,640.6 | 1,546 ₹2,504.52 Lowest |
| 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 | 700 ₹2,100 | 724 ₹2,172 | 687.35 ₹2,062.05 Lowest |
| 1.01 | 5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.68 | cum | 9,200 ₹6,210 | 9,465 ₹6,388.88 | 8,977.5 ₹6,059.81 Lowest |
| 1.01 | 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 4.12 | cum | 7,300 ₹30,112.5 | 7,327 ₹30,223.88 | 6,949.89 ₹28,668.3 Lowest |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 43.6 | sqm | 349 ₹15,216.4 | 351 ₹15,303.6 | 333.15 ₹14,525.34 Lowest |
Tender Value
₹1.0 L
EMD Value
₹2,520
Closing Date
4 Mar 2026, 6:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER MULLURKKARA
ANNUAL PLAN 2025-26 MULLURKKARA GP -RENNOVATION OF COMPOUND WALL OF ATTOOR GOVT UP SCHOOL-General Civil Work
2026_LSGD_839821_6
ET7/25-26/AE/LSGD/MLK
Open Tender
Civil Works - Others
Item Rate
180 days
MULLURKKARA GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹555
Yes
₹2,520
Yes
13 Apr 2026
25 Feb 2026
6 Mar 2026
25 Feb 2026
4 Mar 2026
25 Feb 2026
COMPOUND WALL
15.7.4:Demolishing brick 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
OD472625/2025-2026:DISMANTLING DR-Dismantling,clearing away and carefully stacking materials useful for re use for any thickness of walls in DR masonary including disposal of debries within a distance of 150m.
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
OD472633/2025-2026: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
OD472628/2025-2026: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
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level 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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