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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹17.2 LAccepted-AOC | 1 | Accepted-AOC 1 | |
| 2 | 2₹17.2 L+₹51.84 (<0.01%)Rejected-AOC | 2 | Rejected-AOC 2 | |
| 3 | Rejected-Technical | - | Rejected-Technical 3 | |
| 4 | Rejected-Technical | - | Rejected-Technical 4 | |
| 5 | Rejected-Technical | - | Rejected-Technical 5 |
| Sl No | Description | Qty | Unit | MUHAMMED KUTTY L2 | Abdul Sathar L1 | Abdul Basheer.NC L3 | MOHAMMED SHAJEER CT L4 | MUHAMMED ALI P.S. L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00High School Retaining wall and Interlocking | ||||||||
| 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 | 73.98 | cum | 291.37 ₹21,555.55 | 291.35 ₹21,554.07 Lowest | 296.05 ₹21,901.78 | 311.16 ₹23,019.62 | 317.34 ₹23,476.81 |
| 1.00 | OD3434/2026-2027:60.7.1. 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 | 129.62 | cum | 3,234.7 ₹4,19,288.28 Lowest | 3,234.7 ₹4,19,288.28 Lowest | 3,286.62 ₹4,26,018.26 | 3,454.34 ₹4,47,758.46 | 3,523.03 ₹4,56,662.19 |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 17.7 | sqm | 312.78 ₹5,536.21 | 312.75 ₹5,535.68 Lowest | 317.81 ₹5,625.24 | 334.03 ₹5,912.33 | 340.67 ₹6,029.86 |
| 1.00 | 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 | 421.69 | kilogram | 91.06 ₹38,398.91 | 91 ₹38,373.61 Lowest | 92.53 ₹39,018.79 | 97.25 ₹41,009.16 | 99.18 ₹41,823.02 |
| 1.00 | 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) | 6.49 | cum | 8,070.78 ₹52,363.22 | 8,070.75 ₹52,363.03 Lowest | 8,200.31 ₹53,203.61 | 8,618.8 ₹55,918.77 | 8,790.17 ₹57,030.62 |
| 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. | 278.75 | sqm | 965.99 ₹2,69,269.71 Lowest | 966 ₹2,69,272.5 | 981.5 ₹2,73,593.13 | 1,031.59 ₹2,87,555.71 | 1,052.1 ₹2,93,272.88 |
| 1.01 | 51.2.3:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 7.5 | cum | 736.75 ₹5,525.63 Lowest | 736.75 ₹5,525.63 Lowest | 748.58 ₹5,614.35 | 786.78 ₹5,900.85 | 802.42 ₹6,018.15 |
| 1.01 | 16.78.3:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade - III ( size range 26.5 mm to 0.075 mm) having CBR Value - 20 | 1.5 | cum | 2,654.11 ₹3,981.17 | 2,654.1 ₹3,981.15 Lowest | 2,696.72 ₹4,045.08 | 2,834.34 ₹4,251.51 | 2,890.69 ₹4,336.04 |
| 1.01 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 12.72 | cum | 7,481.13 ₹95,174.94 Lowest | 7,481.15 ₹95,175.19 | 7,601.2 ₹96,702.47 | 7,989.11 ₹1,01,637.46 | 8,147.49 ₹1,03,652.37 |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
9 Jun 2026, 3:00 pmClosed
ASSISTANT ENGINEER
O/o Assistant Engineer CHERPULASSERY MUNICIPALITY
ET-01-2026-27/AE/LSGD/CPYMUN 5. 77-27 Govt. High School Retaining wall and Other Renovation Works
2026_LSGD_853671_5
ET-01-2026-27/AE/LSGD/CPYMUN
Open Tender
Civil Works - Buildings
Item Rate
Cherpulassery Municipality
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
4 Jul 2026
1 Jun 2026
10 Jun 2026
1 Jun 2026
9 Jun 2026
1 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1High School Retaining wall and Interlocking | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | OD3434/2026-2027:60.7.1. 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 | 0.8 | cum | - | - |
| 1.003 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1 | sqm | - | - |
| 1.004 | 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 | 0.2 | kilogram | - | - |
| 1.005 | 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) | - | cum | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 51.2.3:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | - | cum | - | - |
| 1.008 | 16.78.3:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade - III ( size range 26.5 mm to 0.075 mm) having CBR Value - 20 | - | cum | - | - |
| 1.009 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
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