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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.9 LAccepted-Finance | ₹19.9 L | L1 | Accepted-Finance L1 |
| 2 | L2₹20.3 L+₹44,898.67 (2.26%)Accepted-Finance | ₹20.3 L+₹44,898.67 (2.26%) | L2 | Accepted-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 4 | Rejected-Technical NELLIPARA PO 670571 | KANNUR | KERALA | 670571 | - | - | Rejected-Technical L3 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | AJIN M L2 | TONY K LAL L1 | Anand j das L5 | VIJAYAN J L7 | SUNIL L6 | SAJU B S L4 | MAHESH L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Interlock | ||||||||||
| 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. | 1,266 | sqm | 13.08 ₹16,559.28 | 12 ₹15,192 | 14 ₹17,724 | 16.36 ₹20,711.76 | 0.79 ₹1,000.14 Lowest | 13.77 ₹17,432.82 | 15 ₹18,990 |
| 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 | 126.6 | cum | 2,035.7 ₹2,57,719.62 | 2,000 ₹2,53,200 | 2,000 ₹2,53,200 | 2,546.85 ₹3,22,431.21 | 73.22 ₹9,269.65 Lowest | 2,144.19 ₹2,71,454.45 | 1,650 ₹2,08,890 |
| 1.00 | OD59987/2026-2027:Interlocking and Tiling - Interlock concrete block pavement providing and laying of interlocking concrete block pavement having thickness 80mm incluing providing a layer of 6mm aggregate for 5cm thickness as per asper drawing and Technical Specification Clause 1504 | 1,266 | sqm | 1,049.44 ₹13,28,591.04 | 1,000 ₹12,66,000 Lowest | 1,150 ₹14,55,900 | 1,312.95 ₹16,62,194.7 | 1,312.95 ₹16,62,194.7 | 1,105.37 ₹13,99,398.42 | 1,100 ₹13,92,600 |
| 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) | 14.35 | cum | 7,506.13 ₹1,07,682.94 | 7,500 ₹1,07,595 Lowest | 7,750 ₹1,11,181.5 | 9,390.88 ₹1,34,721.56 | 9,390.85 ₹1,34,721.13 | 7,906.18 ₹1,13,422.06 | 8,500 ₹1,21,941 |
| 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 | 46 | cum | 769.53 ₹35,398.38 | 700 ₹32,200 | 500 ₹23,000 | 962.76 ₹44,286.96 | 21.74 ₹1,000.04 Lowest | 810.54 ₹37,284.84 | 800 ₹36,800 |
| 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 | 4.6 | cum | 7,354.75 ₹33,831.85 | 7,000 ₹32,200 Lowest | 7,750 ₹35,650 | 9,201.49 ₹42,326.85 | 9,201.4 ₹42,326.44 | 7,746.73 ₹35,634.96 | 8,000 ₹36,800 |
| 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) | 16.56 | cum | 7,187.59 ₹1,19,026.49 Lowest | 8,000 ₹1,32,480 | 8,250 ₹1,36,620 | 8,991.15 ₹1,48,893.44 | 8,992.35 ₹1,48,913.32 | 7,570.65 ₹1,25,369.96 | 8,500 ₹1,40,760 |
| 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 | 6.9 | cum | 8,078.33 ₹55,740.48 | 8,500 ₹58,650 | 7,750 ₹53,475 Lowest | 10,106.75 ₹69,736.58 | 10,106.73 ₹69,736.44 | 8,508.87 ₹58,711.2 | 8,500 ₹58,650 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.94 | tonne | 82,063.53 ₹76,975.59 | 95,000 ₹89,110 | 75,000 ₹70,350 Lowest | 1,02,669.23 ₹96,303.74 | 1,02,669.25 ₹96,303.76 | 86,437.24 ₹81,078.13 | 90,000 ₹84,420 |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
30 Jul 2026, 5:00 pmClosed
Assistant Executive Engineer
Office of Assistant Executive Engineer Nemomzonal Thiruvananthapuram corporation
Proj.No.760/26-27 -Renovation of Nallanikal road charuvanikkal road in nemom ward
2026_LSGD_861682_2
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
₹50,000
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 |
|---|---|---|---|---|---|
| 1Interlock | |||||
| 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 | 1 | cum | - | - |
| 1.003 | OD59987/2026-2027:Interlocking and Tiling - Interlock concrete block pavement providing and laying of interlocking concrete block pavement having thickness 80mm incluing providing a layer of 6mm aggregate for 5cm thickness as per asper drawing and Technical Specification Clause 1504 | - | 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) | - | cum | - | - |
| 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 | 1 | 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) | 1 | cum | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
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