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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹75,365.33Accepted-AOC | ₹75,365.33 | L1 | Accepted-AOC L1 |
| 2 | L2₹78,469.18+₹3,103.85 (4.12%)Rejected-AOC | ₹78,469.18+₹3,103.85 (4.12%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Abdul Sathar L2 | UDAYAKUMAR M M L1 |
|---|---|---|---|---|---|
| 1.00childrens park | |||||
| 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 | 1.24 | cum | 336.3 ₹417.68 | 323 ₹401.17 Lowest |
| 1.00 | OD506462/2025-2026: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 | 2.48 | cum | 3,733.85 ₹9,241.28 | 3,586.1 ₹8,875.6 Lowest |
| 1.00 | 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) | 0.19 | cum | 9,807 ₹1,863.33 | 9,418.92 ₹1,789.59 Lowest |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 0.69 | sqm | 713.25 ₹492.14 | 685 ₹472.65 Lowest |
| 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 | 15.2 | kilogram | 105.1 ₹1,597.52 | 100.96 ₹1,534.59 Lowest |
| 1.01 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 18 | cum | 240.85 ₹4,335.3 | 231.35 ₹4,164.3 Lowest |
| 1.01 | OD506473/2025-2026: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 6mm aggregate , filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. Modified data of 16.68 | 46.64 | sqm | 1,100.9 ₹51,345.98 | 1,057.35 ₹49,314.8 Lowest |
| 1.01 | OD506472/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 4.66 | cum | 1,967.4 ₹9,175.95 | 1,889.5 ₹8,812.63 Lowest |
Tender Value
₹83,927
EMD Value
₹2,098
Closing Date
17 Mar 2026, 4:00 pmClosed
Assistant Engineer LSGD(EW) Section Sreekrishnapur
O/o Assistant Engineer LSGD(EW) Section Sreekrishnapuram Grama Panchayath
Construction of childrens park Sreekrishnapuram GP
2026_LSGD_844808_1
TR/15289/2026_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
Sreekrishnapuram
Please refer Tender documents.
9 documents required · 9 mandatory
₹555
Yes
₹2,098
Yes
2 Jul 2026
7 Mar 2026
19 Mar 2026
7 Mar 2026
17 Mar 2026
7 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1childrens park | |||||
| 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 | OD506462/2025-2026: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 | - | cum | - | - |
| 1.003 | 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 | cum | - | - |
| 1.004 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 1 | sqm | - | - |
| 1.005 | 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 | 1 | kilogram | - | - |
| 1.006 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | - | cum | - | - |
| 1.007 | OD506473/2025-2026: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 6mm aggregate , filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. Modified data of 16.68 | - | sqm | - | - |
| 1.008 | OD506472/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 1 | cum | - | - |
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