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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹14.1 LAccepted-Finance | ₹14.1 L | 1 | Accepted-Finance L1 |
| 2 | 2₹14.4 L+₹25,427.70 (1.80%)Rejected-Finance | ₹14.4 L+₹25,427.70 (1.80%) | 2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | SUNIL L3 | BABU SUKUMARAN NADAR L2 | SHABU B. L4 | RAJESH KUMAR C L5 | RAJENDRA DAS R L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Maintenance | ||||||||
| 1.00 | OD66136/2026-2027:Taking out existing CC interlocking paver blocks from footpath/ central verge,
including removal of rubbish etc., disposal of unserviceable material to the dumping
ground, for which payment shall be made separately and stacking of serviceable
material within 50 metre lead as per direction of Engineer-in-Charge. ( Modified
DAR 16.83) | 387.5 | sqm | 53.25 ₹20,634.38 Lowest | 123.32 ₹47,786.5 | 145 ₹56,187.5 | 145 ₹56,187.5 | 121.14 ₹46,941.75 |
| 1.00 | 4.11.1:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br> (i) Using naturally occuring gravel | 38.75 | cum | 2,546.85 ₹98,690.44 | 2,164.82 ₹83,886.78 | 2,546 ₹98,657.5 | 2,546 ₹98,657.5 | 2,126.6 ₹82,405.75 Lowest |
| 1.00 | OD104585/2026-2027:Laying old factory made chamfered edge cement concrete interlocking paver blocks of required strength, thickness & size/shape, laid in required line, level , colour & pattern over 50mm thick compacted bed of 6mm aggregate, compacting and proper embedding/laying of interlocking paverblocks into 6mm aggregate bedding layer through vibratory compaction by using plate vibrator, filling the joints with suitable aggregates etc complete all as per direction of Engineer in charge(REF:16.84 DSR) | 310 | sqm | 446.41 ₹1,38,387.1 | 379.45 ₹1,17,629.5 | 446 ₹1,38,260 | 446 ₹1,38,260 | 372.75 ₹1,15,552.5 Lowest |
| 1.00 | OD66249/2026-2027:Interlocking and Tiling - Interlock concrete block pavement providing and laying of interlocking concrete block pavement having thickness 80mm including providing a layer of 6mm aggregate for 5 cm thickness as per as per drawing and Technical Specification Clause 1504 Material | 77.5 | sqm | 1,319.84 ₹1,02,287.6 | 1,121.86 ₹86,944.15 | 1,319 ₹1,02,222.5 | 1,319 ₹1,02,222.5 | 1,102 ₹85,405 Lowest |
| 1.00 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 84 | cum | 962.76 ₹80,871.84 | 818.35 ₹68,741.4 | 962 ₹80,808 | 1,009 ₹84,756 | 803.9 ₹67,527.6 Lowest |
| 1.01 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 12 | cum | 9,201.49 ₹1,10,417.88 | 7,821.27 ₹93,855.24 | 9,201 ₹1,10,412 | 9,201 ₹1,10,412 | 7,683.24 ₹92,198.88 Lowest |
| 1.01 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 21.6 | cum | 8,992.35 ₹1,94,234.76 | 7,643.5 ₹1,65,099.6 | 8,992 ₹1,94,227.2 | 8,992 ₹1,94,227.2 | 7,508.6 ₹1,62,185.76 Lowest |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 7.46 | cum | 9,390.88 ₹70,055.96 | 7,982.25 ₹59,547.59 | 9,390 ₹70,049.4 | 9,390 ₹70,049.4 | 7,841.38 ₹58,496.69 Lowest |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 18 | cum | 10,106.75 ₹1,81,921.5 | 8,590.74 ₹1,54,633.32 | 10,106 ₹1,81,908 | 10,106 ₹1,81,908 | 8,439.14 ₹1,51,904.52 Lowest |
Tender Value
₹16.9 L
EMD Value
₹42,363
Closing Date
27 Jul 2026, 6:00 pmClosed
Asst executive Engineer
tvm corporation
Pro. 639/27-Maintenance works, Drain construction and other associated works on Kudavoor Kavu road in Pettah ward
2026_LSGD_861452_7
AEE2/TENDER/2026-27(08)
Open Tender
Civil Works - Roads
Item Rate
180 days
tvm corporation
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹42,363
Yes
13 Aug 2026
20 Jul 2026
28 Jul 2026
20 Jul 2026
27 Jul 2026
20 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintenance | |||||
| 1.001 | OD66136/2026-2027:Taking out existing CC interlocking paver blocks from footpath/ central verge,
including removal of rubbish etc., disposal of unserviceable material to the dumping
ground, for which payment shall be made separately and stacking of serviceable
material within 50 metre lead as per direction of Engineer-in-Charge. ( Modified
DAR 16.83) | - | sqm | - | - |
| 1.002 | 4.11.1:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br> (i) Using naturally occuring gravel | - | cum | - | - |
| 1.003 | OD104585/2026-2027:Laying old factory made chamfered edge cement concrete interlocking paver blocks of required strength, thickness & size/shape, laid in required line, level , colour & pattern over 50mm thick compacted bed of 6mm aggregate, compacting and proper embedding/laying of interlocking paverblocks into 6mm aggregate bedding layer through vibratory compaction by using plate vibrator, filling the joints with suitable aggregates etc complete all as per direction of Engineer in charge(REF:16.84 DSR) | - | sqm | - | - |
| 1.004 | OD66249/2026-2027:Interlocking and Tiling - Interlock concrete block pavement providing and laying of interlocking concrete block pavement having thickness 80mm including providing a layer of 6mm aggregate for 5 cm thickness as per as per drawing and Technical Specification Clause 1504 Material | - | sqm | - | - |
| 1.005 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | - | cum | - | - |
| 1.006 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | - | cum | - | - |
| 1.007 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | - | cum | - | - |
| 1.008 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.009 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | - | cum | - | - |
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