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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.1 LAdmitted-Fee/PreQual/Technical/Finance ASAMANNOOR | DHEMAJI | ASSAM | 787026 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹15.1 L+₹93,056.50 (6.58%)Admitted-Fee/PreQual/Technical/Finance ERANAKULAM PERUMBAVOOR PO KERALA KL | ERNAKULAM | KERALA | 683542 | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SUGATHAN C V L1 | Paul Varghese L2 |
|---|---|---|---|---|---|
| 1.00TILE LAYING | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 1,123.12 | sqm | 14.36 ₹16,128.08 Lowest | 15 ₹16,846.88 |
| 1.00 | OD41504/2026-2027:Dismantling cement concrete interlocking paver blocks laid including stacking materials as directed by the departmental officers | 31.5 | sqm | 179.6 ₹5,657.4 | 136 ₹4,284 Lowest |
| 1.00 | 4.11.1: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. (i) Using naturally occuring gravel | 25.97 | cum | 2,237.74 ₹58,120.82 Lowest | 2,385 ₹61,945.61 |
| 1.00 | OD41505/2026-2027:Providing and laying 100 mm thick factorymade cement concrete interlocking paver block of M-40 grade made by block making machine with strong vibratory compation of approved sie design and shape laid in required colour and pattern over and including 75 mm thick compacted bed of approved cusion material compacting and proper empadding /laying of interlocking
paver block into the sand bedding layer through vibratory compacting using plate vibrator and
cutting of paver blocks as per required sie and pattern finishing and sweeping extra sand in
heavy traffic, parking etc as per manufacture specification and the irection of Engineer in
charge | 1,138.88 | sqm | 1,108.13 ₹12,62,021.55 Lowest | 1,186 ₹13,50,705.75 |
| 1.00 | OD41645/2026-2027:Relaying of interlocking concrete block pavements using 100mm M40 hydraulic blocks of approved size, design & 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. | 15.75 | cum | 538.8 ₹8,486.1 | 347 ₹5,465.25 Lowest |
| 1.01 | 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) | 7.79 | cum | 8,249.69 ₹64,240.34 Lowest | 8,792 ₹68,463.3 |
Tender Value
₹15.8 L
EMD Value
₹39,398
Closing Date
30 Sept 2026, 3:00 pmClosed
ASISTANT ENGINEER PERUMBAVOOR MUNICIPALITY
ASISTANT ENGINEER PERUMBAVOOR MUNICIPALITY
PRO NO 300 2026 27 PERUMBAVOOR MUNICIPALITY KALACHANDHA PENTA BYPASS ROAD MAINTENANCE PP ROAD TO MC ROAD IN WARD 22 23
2026_LSGD_872310_1
PW1/2497328/300/26-27
Open Tender
Civil Works - Roads
Item Rate
150 days
PERUMBAVOOR MUNICIPALITY
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹39,398
5 Oct 2026
23 Sept 2026
1 Oct 2026
23 Sept 2026
30 Sept 2026
23 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1TILE LAYING | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 1,123.13 | sqm | - | - |
| 1.002 | OD41504/2026-2027:Dismantling cement concrete interlocking paver blocks laid including stacking materials as directed by the departmental officers | 31.5 | sqm | - | - |
| 1.003 | 4.11.1: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. (i) Using naturally occuring gravel | 25.97 | cum | - | - |
| 1.004 | OD41505/2026-2027:Providing and laying 100 mm thick factorymade cement concrete interlocking paver block of M-40 grade made by block making machine with strong vibratory compation of approved sie design and shape laid in required colour and pattern over and including 75 mm thick compacted bed of approved cusion material compacting and proper empadding /laying of interlocking
paver block into the sand bedding layer through vibratory compacting using plate vibrator and
cutting of paver blocks as per required sie and pattern finishing and sweeping extra sand in
heavy traffic, parking etc as per manufacture specification and the irection of Engineer in
charge | 1,138.88 | sqm | - | - |
| 1.005 | OD41645/2026-2027:Relaying of interlocking concrete block pavements using 100mm M40 hydraulic blocks of approved size, design & 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. | 15.75 | cum | - | - |
| 1.006 | 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) | 7.79 | cum | - | - |
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