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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.9 LAccepted-Finance | ₹44.9 L | L1 | Accepted-Finance Accepted Vide Resolution |
| 2 | Rejected-Technical | - | - | Rejected-Technical High quated rate and hence not admitted |
| 3 | Rejected-Technical | - | - | Rejected-Technical High quated rate and hence not admitted |
| 4 | Rejected-Technical | - | - | Rejected-Technical High quated rate and hence not admitted |
| 5 | Rejected-Technical 7513 SL NO 0881 AMB 23 250 | WARDHA | MAHARASHTRA | 442001 | - | - | Rejected-Technical High quated rate and hence not admitted |
| Sl No | Description | Qty | Unit | K V SHIBU L7 | J S Subhash Chandra Babu L8 | SANGEETH L1 | sarathchandran L4 | L.SELVAN L2 | SAJITH S L3 | Anu M S L6 | SIBIN B S L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00concrete | |||||||||||
| 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. | 2,890 | sqm | 13.38 ₹38,668.2 | 14.23 ₹41,124.7 | 10.85 ₹31,356.5 | 12.16 ₹35,142.4 | 1.64 ₹4,739.6 Lowest | 16.36 ₹47,280.4 | 13.15 ₹38,003.5 | 17 ₹49,130 |
| 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 | 382.5 | cum | 2,083.06 ₹7,96,770.45 | 2,215.76 ₹8,47,528.2 | 1,688.56 ₹6,45,874.2 | 1,894.86 ₹7,24,783.95 | 1,120.61 ₹4,28,633.33 Lowest | 1,833.73 ₹7,01,401.73 | 2,047.41 ₹7,83,134.33 | 1,200 ₹4,59,000 |
| 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) | 573.75 | cum | 7,996.01 ₹45,87,710.74 | 8,505.35 ₹48,79,944.56 | 6,481.67 ₹37,18,858.16 Lowest | 7,273.55 ₹41,73,199.31 | 7,332.2 ₹42,06,849.75 | 7,038.91 ₹40,38,574.61 | 7,859.14 ₹45,09,181.58 | 8,150 ₹46,76,062.5 |
| 1.00 | OD82658/2026-2027: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 | 3,825 | sqm | 29.44 ₹1,12,608 | 31.32 ₹1,19,799 | 23.87 ₹91,302.75 Lowest | 26.78 ₹1,02,433.5 | 25.2 ₹96,390 | 25.92 ₹99,144 | 28.94 ₹1,10,695.5 | 37 ₹1,41,525 |
| 1.00 | OD90081/2026-2027:painting with synthetic enamel paint of approved brand and manufacture to give an shade two or more coats on new work | 64.44 | sqm | 143.59 ₹9,252.94 | 152.75 ₹9,843.21 | 116.1 ₹7,481.48 Lowest | 130.2 ₹8,390.09 | 122.9 ₹7,919.68 | 175.57 ₹11,313.73 | 141.14 ₹9,095.06 | 176 ₹11,341.44 |
Tender Value
₹67.8 L
EMD Value
₹50,000
Closing Date
14 Jul 2026, 6:00 pmClosed
Superintending Engineer
O/O Superintending Engineer, LID and EW Thiruvananthapuram Corporation
51623/2026 Annual Plan-Punchakkari Bund pump House road-Punchakkari Bund pump House road in karumom ward-General Civil Work
2026_LSGD_859199_11
DB/62983/2026-27(49)
Open Tender
Civil Works - Roads
Item Rate
180 days
Thiruvananthapuram Corporation
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
20 Jul 2026
7 Jul 2026
15 Jul 2026
8 Jul 2026
14 Jul 2026
8 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1concrete | |||||
| 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 | 4.11.1: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 | 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) | - | cum | - | - |
| 1.004 | OD82658/2026-2027: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 | - | - |
| 1.005 | OD90081/2026-2027:painting with synthetic enamel paint of approved brand and manufacture to give an shade two or more coats on new work | 1 | sqm | - | - |
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