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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹2.2 L+₹1,670.78 (0.75%)Admitted-Fee/PreQual/Technical/Finance NOT AVAILABLE | NA | NA | 121004 | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹2.4 L+₹12,028.11 (5.39%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SURESH BABU K L2 | NOUFAL K L1 | karthikeyan L3 |
|---|---|---|---|---|---|---|
| 1.00ANGHANVADI BOUNDARY 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 | 1.47 | cum | 1,893.43 ₹2,783.34 | 1,879.37 ₹2,762.67 Lowest | 1,980.7 ₹2,911.63 |
| 1.00 | 15.9.2: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 cement mortar | 5.28 | cum | 2,259.84 ₹11,931.96 | 2,243.06 ₹11,843.36 Lowest | 2,364 ₹12,481.92 |
| 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 | 13.97 | cum | 319.79 ₹4,468.43 | 317.42 ₹4,435.31 Lowest | 334.52 ₹4,674.25 |
| 1.00 | OD183749/2026-2027:OD from 60.7.8. 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 | 4.22 | cum | 1,525.42 ₹6,443.37 | 1,514.09 ₹6,395.52 Lowest | 1,594.9 ₹6,736.86 |
| 1.00 | OD183838/2026-2027: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 at site | 17.09 | cum | 3,550.19 ₹60,665.65 | 3,523.83 ₹60,215.21 Lowest | 3,713.9 ₹63,463.12 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 3.99 | sqm | 678.2 ₹2,706.02 | 673.16 ₹2,685.91 Lowest | 709.5 ₹2,830.91 |
| 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 | 115.26 | kilogram | 99.95 ₹11,520.64 | 99.2 ₹11,434.19 Lowest | 104.5 ₹12,045.09 |
| 1.01 | 5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.7 | cum | 9,324.52 ₹15,814.39 | 9,255.29 ₹15,696.97 Lowest | 9,754.5 ₹16,543.63 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 2.76 | sqm | 343.3 ₹947.51 | 340.75 ₹940.47 Lowest | 359 ₹990.84 |
Tender Value
₹2.5 L
EMD Value
₹6,325
Closing Date
24 Sept 2026, 5:00 pmClosed
vinod p
ae mkd municipality
MANNARKKAD MUNCIPALITY 2026 27 4 CENTS COLONY CHANDHAPDI ANGHANAVADI ATTAKUTTAPANI-PROJECT 44
2026_LSGD_870099_12
3/2026-27/AE/LID EW/MKDMNCP
Open Tender
Civil Works - Buildings
Item Rate
Mannarkkad Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
Yes
₹6,325
Yes
29 Sept 2026
16 Sept 2026
26 Sept 2026
16 Sept 2026
24 Sept 2026
16 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ANGHANVADI BOUNDARY WALL | |||||
| 1.001 | 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 | 1.47 | cum | - | - |
| 1.002 | 15.9.2: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 cement mortar | 5.28 | cum | - | - |
| 1.003 | 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 | 13.97 | cum | - | - |
| 1.004 | OD183749/2026-2027:OD from 60.7.8. 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 | 4.22 | cum | - | - |
| 1.005 | OD183838/2026-2027: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 at site | 17.09 | cum | - | - |
| 1.006 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 3.99 | sqm | - | - |
| 1.007 | 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 | 115.26 | kilogram | - | - |
| 1.008 | 5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.7 | cum | - | - |
| 1.009 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 2.76 | sqm | - | - |
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