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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.9 LAccepted-Finance | ₹12.9 L | L1 | Accepted-Finance L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L6 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L5 |
| Sl No | Description | Qty | Unit | CHANDRAN NAIR.M L1 | Binu K L2 | Anand j das L3 | ISRAYEL Y L L6 | Rahul pk L5 | VIPIN K.S L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00road | |||||||||
| 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. | 910 | sqm | 12.43 ₹11,311.3 | 12.72 ₹11,575.2 | 11 ₹10,010 Lowest | 14.82 ₹13,486.2 | 13.91 ₹12,658.1 | 13.7 ₹12,467 |
| 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. | 97.05 | cum | 1,929.25 ₹1,87,233.71 | 1,975.2 ₹1,91,693.16 | 1,900 ₹1,84,395 Lowest | 2,299.91 ₹2,23,206.27 | 2,158 ₹2,09,433.9 | 2,130 ₹2,06,716.5 |
| 1.00 | OD85137/2026-2027: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 | 970.5 | sqm | 1,002.95 ₹9,73,362.98 Lowest | 1,026.83 ₹9,96,538.52 | 1,050 ₹10,19,025 | 1,195.64 ₹11,60,368.62 | 1,121.86 ₹10,88,765.13 | 1,107.35 ₹10,74,683.18 |
| 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) | 6.25 | cum | 7,136.13 ₹44,586.54 Lowest | 7,306.1 ₹45,648.51 | 7,200 ₹44,985.6 | 8,507.19 ₹53,152.92 | 7,982.25 ₹49,873.1 | 7,878.95 ₹49,227.68 |
| 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 | 12 | cum | 731.6 ₹8,779.2 | 749.02 ₹8,988.24 | 650 ₹7,800 Lowest | 872.16 ₹10,465.92 | 818.35 ₹9,820.2 | 807.75 ₹9,693 |
| 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 | 0.29 | cum | 6,992.21 ₹2,013.76 Lowest | 7,158.75 ₹2,061.72 | 7,200 ₹2,073.6 | 8,335.62 ₹2,400.66 | 7,821.27 ₹2,252.53 | 7,720 ₹2,223.36 |
| 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) | 3.6 | cum | 6,833.29 ₹24,599.84 Lowest | 6,996.04 ₹25,185.74 | 7,200 ₹25,920 | 8,146.16 ₹29,326.18 | 7,643.5 ₹27,516.6 | 7,544.55 ₹27,160.38 |
| 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 | 1.2 | cum | 7,680.12 ₹9,216.14 | 7,863.05 ₹9,435.66 | 7,200 ₹8,640 Lowest | 9,155.7 ₹10,986.84 | 8,590.74 ₹10,308.89 | 8,479.55 ₹10,175.46 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.34 | tonne | 78,018.36 ₹26,760.3 Lowest | 79,876.67 ₹27,397.7 | 80,000 ₹27,440 | 93,008.07 ₹31,901.77 | 87,268.86 ₹29,933.22 | 86,139.5 ₹29,545.85 |
Tender Value
₹16.9 L
EMD Value
₹42,369
Closing Date
11 Aug 2026, 5:00 pmClosed
Assistant Executive Engineer
Office of Assistant Executive Engineer Nemom zonal Thiruvananthapuram corporation
Project No.770/26-27 - Rennovation of Bhagavathi Lane Anathanam Road in Nedumcaud ward
2026_LSGD_863437_4
01/AEE5/LID AND EW TMC 2026-27(5)
Open Tender
Civil Works - Roads
Item Rate
Nemom zonal
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,369
Yes
17 Aug 2026
31 Jul 2026
13 Aug 2026
31 Jul 2026
11 Aug 2026
31 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1road | |||||
| 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. | 1 | cum | - | - |
| 1.003 | OD85137/2026-2027: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) | - | 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 | - | 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) | - | 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 | 1 | cum | - | - |
| 1.009 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1 | tonne | - | - |
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