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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 LAccepted-AOC | ₹3.6 L | L1 | Accepted-AOC ACCEPT |
| 2 | L2₹3.6 L+₹180 (0.05%)Rejected-AOC | ₹3.6 L+₹180 (0.05%) | L2 | Rejected-AOC REJECT |
| 3 | L3₹3.8 L+₹18,553.93 (5.17%)Rejected-AOC | ₹3.8 L+₹18,553.93 (5.17%) | L3 | Rejected-AOC REJECT |
| 4 | L4₹3.9 L+₹28,215.55 (7.86%)Rejected-AOC | ₹3.9 L+₹28,215.55 (7.86%) | L4 | Rejected-AOC REJECT |
| 5 | L5₹3.9 L+₹31,512 (8.77%)Rejected-AOC | ₹3.9 L+₹31,512 (8.77%) | L5 | Rejected-AOC REJECT |
| Sl No | Description | Qty | Unit | MUSLIYARUPARAMBIL EBRAHIM AHAMMED L7 | A S SHAJAHAN L4 | AZHAR C I L6 | Joby Abraham L5 | NASSAR K M L2 | K M ALI L3 | Muhammed kunju MA L1 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Interlock paving | ||||||||||
| 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. | 228 | sqm | 15.15 ₹3,454.2 | 14.68 ₹3,347.04 | 14.99 ₹3,417.72 | 16 ₹3,648 | 12 ₹2,736 Lowest | 14.31 ₹3,262.68 | 12 ₹2,736 Lowest |
| 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 | 18 | cum | 3,158.4 ₹56,851.2 | 3,060.4 ₹55,087.2 | 3,124.22 ₹56,235.96 | 3,000 ₹54,000 | 2,900 ₹52,200 | 2,984.06 ₹53,713.08 | 2,600 ₹46,800 Lowest |
| 1.00 | OD64911/2026-2027:NEW OD 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 direction of Engineer in charge | 288 | sqm | 1,124.32 ₹3,23,804.16 | 1,089.43 ₹3,13,755.84 | 1,112.15 ₹3,20,299.2 | 1,100 ₹3,16,800 | 1,010 ₹2,90,880 Lowest | 1,062.26 ₹3,05,930.88 | 1,025 ₹2,95,200 |
| 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) | 1.8 | cum | 8,692.76 ₹15,646.97 | 8,423.04 ₹15,161.47 | 8,598.69 ₹15,477.64 | 9,000 ₹16,200 | 7,500 ₹13,500 Lowest | 8,212.94 ₹14,783.29 | 8,000 ₹14,400 |
Tender Value
₹4.2 L
EMD Value
₹10,562
Closing Date
25 Jul 2026, 6:00 pmClosed
ASSISTANT ENGINEER
Office of the Assistant Executive Engineer, LSGD SUB DIVISION, South Vazhakulam PO 683105
VBP-35/26-27 NEDUMALA SC NAGAR SAMAGRA VIKASANAM( PHASE 2)-Vengola Grama Panchayat Ward 24 Division 7
2026_LSGD_861012_4
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
₹935
Yes
₹10,562
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 |
|---|---|---|---|---|---|
| 1Interlock paving | |||||
| 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 | 4.1.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 | - | - |
| 1.003 | OD64911/2026-2027:NEW OD 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 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 | - | - |
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