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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 LAccepted-AOC | ₹5.4 L | L1 | Accepted-AOC ACCEPT |
| 2 | L2₹6.1 L+₹61,601.61 (11.3%)Rejected-AOC GP KIZHAKKAMBALAM KOLENCHERY | THRISSUR | KERALA | 680667 | ₹6.1 L+₹61,601.61 (11.3%) | L2 | Rejected-AOC REJECT |
| Sl No | Description | Qty | Unit | VIJAY CONSTRUCTIONS L2 | NISHAD P A L1 |
|---|---|---|---|---|---|
| 1.00Tile Paving | |||||
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 11.25 | cum | 3,337 ₹37,541.25 Lowest | 3,400 ₹38,250 |
| 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 | 13.92 | cum | 941 ₹13,098.72 Lowest | 1,750 ₹24,360 |
| 1.00 | OD9808/2026-2027:Providing and laying of Interlocking Concrete block pavements using 80mm M40 Hydraulic blocks approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the duirection of Engineer in charge | 270 | sqm | 1,188 ₹3,20,760 | 1,010 ₹2,72,700 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) | 3.47 | cum | 9,186 ₹31,912.16 | 8,500 ₹29,529 Lowest |
| 1.00 | OD9870/2026-2027:Dry rubble masonry with good quality blasted rubbles including conveyance of materials, labour charges etc complete as per direction of Departmental officers at site- Modified 60.7.1 | 45.42 | cum | 4,160 ₹1,88,947.2 | 3,700 ₹1,68,054 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 | 1.32 | cum | 9,887 ₹13,100.28 | 8,200 ₹10,865 Lowest |
Tender Value
₹6.1 L
EMD Value
₹15,136
Closing Date
25 Jul 2026, 6:00 pmClosed
ASSISTANT ENGINEER
Office of the Assistant Executive Engineer, LSGD SUB DIVISION, South Vazhakulam PO 683105
VBP-18/26-27 KANJIRATHANMUKAL SC NAGAR SAMAGRA VIKASANAM-Kizhakkambalam GP Ward 20 Div 12
2026_LSGD_861012_3
01/2026-27/AE/LSGD/VKLM
Open Tender
Civil Works - Roads
Item Rate
VAZHAKKULAM BLOCK PANCHAYATH
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,340
Yes
₹15,136
Yes
19 Sept 2026
18 Jul 2026
27 Jul 2026
18 Jul 2026
25 Jul 2026
18 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Tile Paving | |||||
| 1.001 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | - | cum | - | - |
| 1.002 | 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 | - | - |
| 1.003 | OD9808/2026-2027:Providing and laying of Interlocking Concrete block pavements using 80mm M40 Hydraulic blocks approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the duirection 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 | OD9870/2026-2027:Dry rubble masonry with good quality blasted rubbles including conveyance of materials, labour charges etc complete as per direction of Departmental officers at site- Modified 60.7.1 | - | cum | - | - |
| 1.006 | 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 | - | - |
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