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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAdmitted-Fee/PreQual/Technical/Finance | ₹4.2 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹4.4 L+₹15,215.13 (3.61%)Admitted-Fee/PreQual/Technical/Finance | ₹4.4 L+₹15,215.13 (3.61%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹4.4 L+₹18,698.67 (4.44%)Admitted-Fee/PreQual/Technical/Finance | ₹4.4 L+₹18,698.67 (4.44%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹4.5 L+₹31,745.67 (7.54%)Admitted-Fee/PreQual/Technical/Finance | ₹4.5 L+₹31,745.67 (7.54%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹4.6 L+₹35,502.25 (8.43%)Admitted-Fee/PreQual/Technical/Finance | ₹4.6 L+₹35,502.25 (8.43%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | MUSLIYARUPARAMBIL EBRAHIM AHAMMED L7 | A S SHAJAHAN L3 | RAMACHANDRAN T N L2 | Muhammed kunju MA L4 | ABDUL MAJEED A V L1 | ABBAS K P L5 | sandeep tn L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Tile Paving | ||||||||||
| 1.00 | OD14813/2026-2027:Sectioning up to 150mm and forming the surface for NEW ROAD way including clearing the roadway of any debris, levelling, cambering etc complete as per direction of Engineer in charge | 308 | sqm | 59.04 ₹18,184.32 | 54.09 ₹16,659.72 | 53.66 ₹16,527.28 | 40 ₹12,320 Lowest | 51.79 ₹15,951.32 | 56.16 ₹17,297.28 | 62.4 ₹19,219.2 |
| 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 | 30.8 | cum | 3,158.4 ₹97,278.72 | 2,893.51 ₹89,120.11 | 2,870.58 ₹88,413.86 | 2,700 ₹83,160 Lowest | 2,770.44 ₹85,329.55 | 3,004.09 ₹92,525.97 | 3,000 ₹92,400 |
| 1.00 | OD78238/2026-2027:Providing and Laying of interlocking concrete block pavement using 80mm M40 Hydraulic blocks of approved size and shape laid in required pattern over and including a compacted bed of 6mm stone aggregate 0f 50mm average thickness etc all complete as per the direction of Engineer-in-charge | 289.9 | sqm | 1,124.32 ₹3,25,940.37 | 1,030.02 ₹2,98,602.8 | 1,021.86 ₹2,96,237.21 | 1,110 ₹3,21,789 | 986.21 ₹2,85,902.28 Lowest | 1,069.39 ₹3,10,016.16 | 1,075 ₹3,11,642.5 |
| 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) | 4.42 | cum | 8,692.76 ₹38,465.46 | 7,963.7 ₹35,239.37 | 7,900.59 ₹34,960.11 | 8,000 ₹35,400 | 7,624.9 ₹33,740.18 Lowest | 8,268.06 ₹36,586.17 | 9,000 ₹39,825 |
Tender Value
₹5.1 L
EMD Value
₹12,678
Closing Date
23 Jul 2026, 6:00 pmClosed
Assistant Engineer
O/o of Assistant Engineer LID EW Vazhakkkulam
Annual Plan-VZKLM GP 139/2026-27- Inter locking Tile Paving at Kinakkassery Road in Ward-20-
2026_LSGD_860620_9
01/AE/LIDEW/VZKLM/26-27
Open Tender
Civil Works - Roads
Item Rate
270 days
Marampilly
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,120
Yes
₹12,678
Yes
25 Jul 2026
16 Jul 2026
25 Jul 2026
16 Jul 2026
23 Jul 2026
16 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Tile Paving | |||||
| 1.001 | OD14813/2026-2027:Sectioning up to 150mm and forming the surface for NEW ROAD way including clearing the roadway of any debris, levelling, cambering etc complete as per direction of Engineer in charge | - | 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 | OD78238/2026-2027:Providing and Laying of interlocking concrete block pavement using 80mm M40 Hydraulic blocks of approved size and shape laid in required pattern over and including a compacted bed of 6mm stone aggregate 0f 50mm average thickness etc all complete as per the direction of Engineer-in-charge | 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) | 1 | cum | - | - |
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