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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.9 LAccepted-Finance | ₹21.9 L | L1 | Accepted-Finance LOWEST |
| 2 | L2₹22.9 L+₹1.0 L (4.64%)Rejected-Finance TC 53 407 POTTAVILA KARAKKAMANDAPAM NEMOM P O TRIVANDRUM 695020 | THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695020 | ₹22.9 L+₹1.0 L (4.64%) | L2 | Rejected-Finance SECOND LOWEST |
| 3 | L3₹25.4 L+₹3.6 L (16.2%)Rejected-Finance | ₹25.4 L+₹3.6 L (16.2%) | L3 | Rejected-Finance THIRD LOWEST |
| 4 | L4₹25.5 L+₹3.7 L (16.9%)Rejected-Finance | ₹25.5 L+₹3.7 L (16.9%) | L4 | Rejected-Finance FOURTH LOWEST |
| Sl No | Description | Qty | Unit | SHABU B. L3 | CHANDRAN NAIR.M L1 | SHAFEER.S L2 | RAJESH KUMAR C L4 |
|---|---|---|---|---|---|---|---|
| 1.00Construction of Drain & road concrete | |||||||
| 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 | 147.2 | cum | 962 ₹1,41,606.4 | 828.07 ₹1,21,891.9 Lowest | 866.45 ₹1,27,541.44 | 962 ₹1,41,606.4 |
| 1.00 | 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 | 18.4 | cum | 9,201 ₹1,69,298.4 | 7,914.2 ₹1,45,621.28 Lowest | 8,281.3 ₹1,52,375.92 | 9,201 ₹1,69,298.4 |
| 1.00 | 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 | 84.8 | cum | 10,106 ₹8,56,988.8 | 8,692.82 ₹7,37,151.14 Lowest | 9,096 ₹7,71,340.8 | 10,106 ₹8,56,988.8 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 5.71 | tonne | 1,02,669 ₹5,86,239.99 | 88,305.82 ₹5,04,226.23 Lowest | 92,402.33 ₹5,27,617.3 | 1,02,669 ₹5,86,239.99 |
| 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. | 510 | sqm | 16 ₹8,160 | 14.07 ₹7,175.7 Lowest | 14.7 ₹7,497 | 44 ₹22,440 |
| 1.01 | 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) | 76.5 | cum | 9,776 ₹7,47,864 | 8,408.57 ₹6,43,255.61 Lowest | 8,798.6 ₹6,73,092.9 | 9,776 ₹7,47,864 |
| 1.01 | 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. | 12 | cum | 2,538 ₹30,456 | 2,183.64 ₹26,203.68 Lowest | 2,284.94 ₹27,419.28 | 2,538 ₹30,456 |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
18 Aug 2026, 6:00 pmClosed
Leejiaraju
AEE ULLOOR ZONAL OFFICE
Project No 515/26-27-Renovation of Koduthara sree yogeeswara kshethram road,Guru mandiram AKG road in Karyvattam ward
2026_LSGD_864726_6
AEE/KZTM/DB/T08/2026-27
Open Tender
Civil Works - Roads
Item Rate
karyavattam
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,500
Yes
₹50,000
Yes
19 Sept 2026
7 Aug 2026
20 Aug 2026
7 Aug 2026
18 Aug 2026
7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of Drain & road concrete | |||||
| 1.001 | 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 | 1 | cum | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 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 | 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 | - | - |
| 1.007 | 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 | - | - |
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