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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 LAdmitted-Fee/PreQual/Technical/Finance EDAKKATTUVAYAL PO ERNAKULAM PIN 682313 | ERNAKULAM | KERALA | 682313 | ₹2.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹2.8 L+₹25,202.12 (9.81%)Admitted-Fee/PreQual/Technical/Finance MUVATTUPUZHA PO KACHERITHAZHAM ERNAKULAM PIN 686661 | MUVATTUPUZHA | ERNAKULAM | KERALA | 686661 | ₹2.8 L+₹25,202.12 (9.81%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | ALI P.P. L1 | Muhammed Asif L2 |
|---|---|---|---|---|---|
| 1.00ROAD | |||||
| 1.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 141.75 | sqm | 316.22 ₹44,824.19 Lowest | 347 ₹49,187.25 |
| 1.00 | OD41681/2026-2027:Filling up pothole with ready mix bituminous material of 25 kg packed including all charges and as per direction of departmental officers | 251 | each | 774.94 ₹1,94,509.94 Lowest | 851 ₹2,13,601 |
| 1.00 | OD74139/2026-2027:Dismantling interlock concreate paver block tile in road work including stacking materilas with in a distance of 50m. | 9 | sqm | 113.88 ₹1,024.92 Lowest | 124 ₹1,116 |
| 1.00 | OD74161/2026-2027:Providing and laying 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 | 5.4 | sqm | 1,366.51 ₹7,379.15 Lowest | 1,502 ₹8,110.8 |
| 1.00 | OD74162/2026-2027:Relaying of Departmental 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 75mm average thickness, etc all complete as per the direction of Engineer in charge | 3.6 | sqm | 362.21 ₹1,303.96 Lowest | 398 ₹1,432.8 |
| 1.01 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 0.22 | cum | 9,554.21 ₹2,130.59 Lowest | 10,509 ₹2,343.51 |
| 1.01 | OD74206/2026-2027:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 1.8 | cum | 3,255.83 ₹5,860.49 Lowest | 3,580 ₹6,444 |
Tender Value
₹2.6 L
EMD Value
₹6,426
Closing Date
10 Aug 2026, 5:00 pmClosed
Assistant Engineer
Office of the Assistant Executive Engineer LIDEW Muvattupuzha Municipality
Proj. No. 147/26-27 Emergency maintenance of roads in various wards of Muvattupuzha Municipality- Phase-I-General Civil Work
2026_LSGD_863852_1
01/2026-27/AE/LSGD/MVPZA
Open Tender
Civil Works - Roads
Item Rate
Muvattupuzha Municipality
Please refer Tender documents.
10 documents required · 10 mandatory
₹570
₹6,426
13 Aug 2026
3 Aug 2026
11 Aug 2026
3 Aug 2026
10 Aug 2026
3 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD | |||||
| 1.001 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | - | sqm | - | - |
| 1.002 | OD41681/2026-2027:Filling up pothole with ready mix bituminous material of 25 kg packed including all charges and as per direction of departmental officers | - | each | - | - |
| 1.003 | OD74139/2026-2027:Dismantling interlock concreate paver block tile in road work including stacking materilas with in a distance of 50m. | - | sqm | - | - |
| 1.004 | OD74161/2026-2027:Providing and laying 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 | - | sqm | - | - |
| 1.005 | OD74162/2026-2027:Relaying of Departmental 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 75mm average thickness, etc all complete as per the direction of Engineer in charge | - | sqm | - | - |
| 1.006 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.007 | OD74206/2026-2027:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | - | cum | - | - |
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