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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 LAdmitted-Fee/PreQual/Technical/Finance TRIVANDRUM TRIVANDRUM KERALA | ₹2.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Augustin Suresh L1 |
|---|---|---|---|---|
| 1.00ROAD MAINTENANCE | ||||
| 1.00 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 7.61 | cum | 1,752 ₹13,337.98 Lowest |
| 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. | 15.22 | cum | 2,383 ₹36,281.18 Lowest |
| 1.00 | OD39200/2026-2027:Interlocking Concrete Block Pavements
Providing and laying of interlocking concrete Block Pavements having thickness 80 mm as per
drawing and technical specification as per drawings and technical specification clause 1504 (
Edge side CC 1:2:4 paid separately ) ( Modified Item 6.7.1) | 152.25 | sqm | 1,030 ₹1,56,817.5 Lowest |
| 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) | 1.98 | cum | 8,818 ₹17,486.09 Lowest |
| 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 | 1.7 | cum | 904 ₹1,533.18 Lowest |
| 1.01 | OD45802/2026-2027:conveying ,handling and erecting cc ring of 1.2-1.8m dia 30-40cm height including
jointing cc ring with cement mortor etc.complete | 5 | each | 1,161 ₹5,805 Lowest |
| 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 | 0.17 | cum | 9,490 ₹1,613.3 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.02 | tonne | 96,406 ₹1,638.9 Lowest |
| 1.01 | OD47398/2026-2027:Engaging man coolie | 3.5 | Day | 1,082 ₹3,787 Lowest |
Tender Value
₹2.5 L
EMD Value
₹6,349
Closing Date
17 Aug 2026, 4:00 pmClosed
Assistant Engineer
O/O Assistant Engineer Kadinamkulam GP
ProNo106/26-27 Marynadu Junction Beach Road Interlocking Second Phase in ward 21 in Kadinamkulam GP
2026_LSGD_864516_4
01/2026/AE/LSGD/KDKM dt 7/08/2026
Open Tender
Civil Works - Roads
Item Wise
90 days
Kadinamkulam
Please refer tender document
9 documents required · 9 mandatory
₹560
Yes
₹6,349
Yes
19 Aug 2026
7 Aug 2026
19 Aug 2026
7 Aug 2026
17 Aug 2026
7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD MAINTENANCE | |||||
| 1.001 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | - | cum | - | - |
| 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 | OD39200/2026-2027:Interlocking Concrete Block Pavements
Providing and laying of interlocking concrete Block Pavements having thickness 80 mm as per
drawing and technical specification as per drawings and technical specification clause 1504 (
Edge side CC 1:2:4 paid separately ) ( Modified Item 6.7.1) | - | 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 | OD45802/2026-2027:conveying ,handling and erecting cc ring of 1.2-1.8m dia 30-40cm height including
jointing cc ring with cement mortor etc.complete | - | each | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.009 | OD47398/2026-2027:Engaging man coolie | - | Day | - | - |
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