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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.7 LAccepted-Finance | ₹16.7 L | L1 | Accepted-Finance L1 |
| 2 | L2₹17.3 L+₹59,339.82 (3.55%)Accepted-Finance | ₹17.3 L+₹59,339.82 (3.55%) | L2 | Accepted-Finance L2 |
| 3 | Rejected-Technical ULLOOR MCPO TVPM | THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695011 | - | - | Rejected-Technical L5 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L7 |
| Sl No | Description | Qty | Unit | AJIN M L2 | SHINE MM L3 | sarathchandran L1 | SAJINI S S L8 | SUNIL L6 | VIJAYAN J L9 | SACHU U L7 | CHRISTUDAS P L5 | JINESH S L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Retarring | ||||||||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 1,032.5 | sqm | 13.37 ₹13,804.53 | 10 ₹10,325 | 12.9 ₹13,319.25 | 14.72 ₹15,198.4 | 0.97 ₹1,001.53 Lowest | 14.72 ₹15,198.4 | 14.7 ₹15,177.75 | 14.18 ₹14,640.85 | 14.12 ₹14,578.9 |
| 1.00 | 4.11.2: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>(ii) Using Gravel mix soil. | 104.44 | cum | 2,074.22 ₹2,16,627.39 | 2,000 ₹2,08,876 | 2,003.13 ₹2,09,202.89 | 2,284.93 ₹2,38,633.52 | 33.52 ₹3,500.76 Lowest | 1,980 ₹2,06,787.24 | 2,284.66 ₹2,38,605.32 | 2,230 ₹2,32,896.74 | 2,191 ₹2,28,823.66 |
| 1.00 | OD86710/2026-2027:Providing and laying of interlock concerte block pavements using 80mm blocks (M30) of approved size,desgin and shape,laid in required patternover and including a bed of 6mm stone aggregate 50mm average thickness etc complete as per the direction of engineer in charge | 1,302.5 | sqm | 1,078.31 ₹14,04,498.78 | 1,100 ₹14,32,750 | 1,041.35 ₹13,56,358.38 Lowest | 1,187.85 ₹15,47,174.63 | 1,319.84 ₹17,19,091.6 | 1,212.3 ₹15,79,020.75 | 1,187.72 ₹15,47,005.3 | 1,145 ₹14,91,362.5 | 1,139.02 ₹14,83,573.55 |
| 1.00 | 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) | 12.51 | cum | 7,672.35 ₹95,988.77 | 8,500 ₹1,06,343.5 | 7,409.41 ₹92,699.13 Lowest | 8,451.79 ₹1,05,740.34 | 9,390.8 ₹1,17,488.3 | 8,452.44 ₹1,05,748.48 | 8,450.85 ₹1,05,728.58 | 8,160 ₹1,02,089.76 | 8,104.33 ₹1,01,393.27 |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
22 Jul 2026, 5:00 pmClosed
Assistant Executive Engineer
Office of Assistant Executive Engineer Nemom zonal Thiruvananthapuram corporation
Pro NO 510/2026-2027 Neramankara shankar nagar main roads and byline roads maintainance in papanamcode ward
2026_LSGD_860417_8
01/AEE5/LID AND EW TMC 2026-27(3)
Open Tender
Civil Works - Roads
Item Rate
180 days
Nemom zonal
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
29 Jul 2026
14 Jul 2026
24 Jul 2026
14 Jul 2026
22 Jul 2026
14 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Retarring | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - |
| 1.002 | 4.11.2: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>(ii) Using Gravel mix soil. | 0.2 | cum | - | - |
| 1.003 | OD86710/2026-2027:Providing and laying of interlock concerte block pavements using 80mm blocks (M30) of approved size,desgin and shape,laid in required patternover and including a bed of 6mm stone aggregate 50mm average thickness etc complete as per the direction of engineer in charge | - | sqm | - | - |
| 1.004 | 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) | 1 | cum | - | - |
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