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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.4 LAccepted-Finance | ₹10.4 L | L1 | Accepted-Finance L1 |
| 2 | L2₹10.6 L+₹18,573.30 (1.78%)Accepted-Finance | ₹10.6 L+₹18,573.30 (1.78%) | L2 | Accepted-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L6 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 5 | Rejected-Technical NELLIPARA PO 670571 | KANNUR | KERALA | 670571 | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | AJIN M L1 | Anand j das L6 | SATHEESH.A L4 | SUNIL L8 | MAHESH L3 | BABU SUKUMARAN NADAR L5 | SANDEEP S T L7 | SAJITH S L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00road work | |||||||||||
| 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. | 778.5 | sqm | 12.59 ₹9,801.32 | 14 ₹10,899 | 13.9 ₹10,821.15 | 1.28 ₹996.48 Lowest | 15 ₹11,677.5 | 13.91 ₹10,828.94 | 15 ₹11,677.5 | 12.81 ₹9,972.59 |
| 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. | 52.5 | cum | 1,953.11 ₹1,02,538.28 | 2,000 ₹1,05,000 | 2,157.74 ₹1,13,281.35 | 154.09 ₹8,089.73 Lowest | 1,600 ₹84,000 | 2,158 ₹1,13,295 | 2,500 ₹1,31,250 | 1,987.9 ₹1,04,364.75 |
| 1.00 | OD89205/2026-2027: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 | 519 | sqm | 1,015.35 ₹5,26,966.65 Lowest | 1,150 ₹5,96,850 | 1,121.73 ₹5,82,177.87 | 1,319.84 ₹6,84,996.96 | 1,100 ₹5,70,900 | 1,121.86 ₹5,82,245.34 | 1,180 ₹6,12,420 | 1,033.43 ₹5,36,350.17 |
| 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) | 0.53 | cum | 7,224.4 ₹3,792.81 Lowest | 9,000 ₹4,725 | 7,981.31 ₹4,190.19 | 9,390.89 ₹4,930.22 | 8,500 ₹4,462.5 | 7,982.25 ₹4,190.68 | 8,000 ₹4,200 | 7,353.06 ₹3,860.36 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 51.9 | cum | 7,520.88 ₹3,90,333.67 Lowest | 8,400 ₹4,35,960 | 8,308.85 ₹4,31,229.32 | 9,776.29 ₹5,07,389.45 | 8,500 ₹4,41,150 | 8,309.83 ₹4,31,280.18 | 8,300 ₹4,30,770 | 7,654.82 ₹3,97,285.16 |
| 1.01 | OD114715/2026-2027:Applying Curing Compound on finished surface of concretestructure at the rate specified by the manufacture including transportation ,machinery and labour etc complete.Rate andAdequancy taken from item 6.4 of MoRD Specification | 346 | sqm | 27.69 ₹9,580.74 | 25 ₹8,650 Lowest | 30.6 ₹10,587.6 | 36 ₹12,456 | 30 ₹10,380 | 30.6 ₹10,587.6 | 30 ₹10,380 | 28.19 ₹9,753.74 |
Tender Value
₹13.6 L
EMD Value
₹33,895
Closing Date
30 Jul 2026, 5:00 pmClosed
Assistant Executive Engineer
Office of Assistant Executive Engineer Nemomzonal Thiruvananthapuram corporation
Project No.642/2026-27 - Rennovation of Mulekkari Road Palara Road Interlocking Idagramam Various Roads Rennovation and Side wall Construction in Karumam Ward
2026_LSGD_861682_4
01/AEE5/LID AND EW TMC 2026-27(4)
Open Tender
Civil Works - Roads
Item Rate
180 days
Nemom zonal
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹33,895
Yes
3 Aug 2026
22 Jul 2026
1 Aug 2026
22 Jul 2026
30 Jul 2026
22 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1road work | |||||
| 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. | - | cum | - | - |
| 1.003 | OD89205/2026-2027: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 | - | - |
| 1.005 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 1 | cum | - | - |
| 1.006 | OD114715/2026-2027:Applying Curing Compound on finished surface of concretestructure at the rate specified by the manufacture including transportation ,machinery and labour etc complete.Rate andAdequancy taken from item 6.4 of MoRD Specification | - | sqm | - | - |
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