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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAccepted-AOC | ₹4.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹4.1 LRejected-AOC | ₹4.1 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | BIJU K C L2 | ASHIQUE K M L1 |
|---|---|---|---|---|---|
| 1.00Compound wall | |||||
| 1.00 | 15.7.1: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 mud mortar | 13.2 | cum | 677.62 ₹8,944.58 | 670 ₹8,844 |
| 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 | 16.5 | cum | 334.49 ₹5,519.09 | 330 ₹5,445 |
| 1.00 | OD497503/2025-2026:
60.7.1
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 | 16.5 | cum | 3,713.36 ₹61,270.44 | 3,673 ₹60,604.50 |
| 1.00 | OD497502/2025-2026:7.1.1(modified). Random rubble masonry with 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) | 8.66 | cum | 7,012.74 ₹60,751.37 | 6,935 ₹60,077.91 |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 3.85 | sqm | 709.38 ₹2,731.11 | 700 ₹2,695 |
| 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) | 1.93 | cum | 9,265.06 ₹17,835.24 | 9,165 ₹17,642.63 |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 180.95 | kilogram | 104.55 ₹18,918.32 | 100 ₹18,095 |
| 1.01 | 50.6.1.4:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 19.8 | cum | 6,004.76 ₹1.2 L | 5,941 ₹1.2 L |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 198 | sqm | 343.82 ₹68,076.36 | 340 ₹67,320 |
Tender Value
₹4.4 L
EMD Value
₹11,014
Closing Date
2 Mar 2026, 6:00 pmClosed
ASSISTANT ENGINEER
LID EW SUB DIVISION CHAVAKKAD B
Annual Plan-Annual plan 2025-26 Maintenance of Vadakkekad C HC -pro no 139 Chavakkad BP
2026_LSGD_839195_8
03_2025_26_AE_LIDEW_CKDBP
Open Tender
Civil Works - Others
LID EW SUB DIVISION CHAVAKKAD BP
Please refer Tender documents.
10 documents required · 10 mandatory
₹975
Yes
₹11,014
Yes
12 Jun 2026
23 Feb 2026
4 Mar 2026
23 Feb 2026
2 Mar 2026
23 Feb 2026
Compound wall
15.7.1: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 mud mortar
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
OD497503/2025-2026: 60.7.1 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
OD497502/2025-2026:7.1.1(modified). Random rubble masonry with 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)
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)
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
50.6.1.4:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above 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)
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
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