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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.3 LAccepted-Finance | ₹12.3 L | L1 | Accepted-Finance L1 |
| 2 | L2₹12.4 L+₹17,634.08 (1.44%)Rejected-Finance | ₹12.4 L+₹17,634.08 (1.44%) | L2 | 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 | R michle L7 | ABDUL RASHEED M L5 | NELSON .L L3 | Anand j das L4 | JINESH S L1 | K SURENDRAN L2 | PRADEEP.T L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00road maintenance | ||||||||||
| 1.00 | OD93996/2026-2027: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 (with out side formwork)
(i) Nominal mix (1:2:4) | 59.52 | cum | 9,200 ₹5,47,584 | 8,743.19 ₹5,20,394.67 | 8,723.45 ₹5,19,219.74 | 8,742.5 ₹5,20,353.6 | 8,507.24 ₹5,06,350.92 Lowest | 8,628.51 ₹5,13,568.92 | 9,080.66 ₹5,40,480.88 |
| 1.00 | OD72630/2026-2027:Lifting, conveying and placing in position Precast RCC Covering Slabs of 1.0 m x 0.50 m or
nearest size over Open Drain/ Cross Drain etc. including all charges complete | 73 | no | 117 ₹8,541 | 111.01 ₹8,103.73 | 110.76 ₹8,085.48 | 110.99 ₹8,102.27 | 108.01 ₹7,884.73 Lowest | 109.55 ₹7,997.15 | 115.29 ₹8,416.17 |
| 1.00 | OD72636/2026-2027:Providing and fixing Rain water trap for collecting rain water from road surface and discharge to the side drain including all charges | 20 | each | 866 ₹17,320 | 822.23 ₹16,444.6 | 820.37 ₹16,407.4 | 822.5 ₹16,450 | 800.04 ₹16,000.8 Lowest | 811.44 ₹16,228.8 | 853.96 ₹17,079.2 |
| 1.00 | OD72665/2026-2027:Applying Curing Compound on finished surface of concrete structure at the rate specified by
the manufacturer including transportation, machinery and labour etc complete. Rate and
Adequacy taken from item 6.4 of MoRD Specification | 783.6 | sqm | 35 ₹27,426 | 33.48 ₹26,234.93 | 33.41 ₹26,180.08 | 33.48 ₹26,234.93 | 32.58 ₹25,529.69 Lowest | 33.04 ₹25,890.14 | 34.78 ₹27,253.61 |
| 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. | 384 | sqm | 16 ₹6,144 | 15.22 ₹5,844.48 | 15.18 ₹5,829.12 | 15.21 ₹5,840.64 | 14.81 ₹5,687.04 Lowest | 15.02 ₹5,767.68 | 15.8 ₹6,067.2 |
| 1.01 | 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 | 28.8 | cum | 2,495 ₹71,856 | 2,368.83 ₹68,222.3 | 2,363.48 ₹68,068.22 | 2,368.57 ₹68,214.82 | 2,304.9 ₹66,381.12 Lowest | 2,337.75 ₹67,327.2 | 2,460.26 ₹70,855.49 |
| 1.01 | OD73452/2026-2027:Providing and laying of Interlocking Concrete Block Pavements using 80 mm Blocks (M30) of
approved size, design and shape, laid in required pattern over and including a bed of 6 mm
stone aggregate 50 mm average thickness etc complete as per the direction of Engineer in
Charge. | 384 | sqm | 1,319 ₹5,06,496 | 1,227.58 ₹4,71,390.72 | 1,224.81 ₹4,70,327.04 | 1,227.45 ₹4,71,340.8 | 1,194.46 ₹4,58,672.64 Lowest | 1,211.88 ₹4,65,361.92 | 1,274.97 ₹4,89,588.48 |
| 1.01 | OD72886/2026-2027:Engaging man mazdoor for removing deposited degradable waste material from the proposed road | 13 | each | 1,128 ₹14,664 | 1,071.86 ₹13,934.18 | 1,069.44 ₹13,902.72 | 1,071.74 ₹13,932.62 | 1,042.93 ₹13,558.09 Lowest | 1,057.8 ₹13,751.4 | 1,113.23 ₹14,471.99 |
| 1.01 | OD74012/2026-2027:Dismantling top portion of existing drainage manhole and raising the same up to proposed road level including all charges | 14 | each | 3,140 ₹43,960 | 2,982.95 ₹41,761.3 | 2,976.22 ₹41,667.08 | 2,982.63 ₹41,756.82 | 2,902.45 ₹40,634.3 Lowest | 2,943.82 ₹41,213.48 | 3,098.09 ₹43,373.26 |
Tender Value
₹13.6 L
EMD Value
₹33,880
Closing Date
18 Aug 2026, 5:00 pmClosed
Assistant Executive Engineer (Fort)
OFFICE OF ASSISTANT EXECUTIVE ENGINEER ,FORT ZONAL,TVPM CORPORATION
RETENDER PRO NO -450/2026-27 CONCRETING ,INTERLOCKING IN AKG LANE ,KRISHNASHERI LANE ,POST OFFICE LANE IN PERUNTHANNI WARD
2026_LSGD_860616_7
LSGD/CELSGD/AEE4/FORT26-27(4)
Open Tender
Civil Works - Roads
Item Rate
180 days
TRIVANDRUM
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹33,880
Yes
1 Sept 2026
11 Aug 2026
20 Aug 2026
11 Aug 2026
18 Aug 2026
11 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1road maintenance | |||||
| 1.001 | OD93996/2026-2027: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 (with out side formwork)
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.002 | OD72630/2026-2027:Lifting, conveying and placing in position Precast RCC Covering Slabs of 1.0 m x 0.50 m or
nearest size over Open Drain/ Cross Drain etc. including all charges complete | - | no | - | - |
| 1.003 | OD72636/2026-2027:Providing and fixing Rain water trap for collecting rain water from road surface and discharge to the side drain including all charges | - | each | - | - |
| 1.004 | OD72665/2026-2027:Applying Curing Compound on finished surface of concrete structure at the rate specified by
the manufacturer including transportation, machinery and labour etc complete. Rate and
Adequacy taken from item 6.4 of MoRD Specification | - | sqm | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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 | - | - |
| 1.007 | OD73452/2026-2027:Providing and laying of Interlocking Concrete Block Pavements using 80 mm Blocks (M30) of
approved size, design and shape, laid in required pattern over and including a bed of 6 mm
stone aggregate 50 mm average thickness etc complete as per the direction of Engineer in
Charge. | - | sqm | - | - |
| 1.008 | OD72886/2026-2027:Engaging man mazdoor for removing deposited degradable waste material from the proposed road | - | each | - | - |
| 1.009 | OD74012/2026-2027:Dismantling top portion of existing drainage manhole and raising the same up to proposed road level including all charges | - | each | - | - |
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