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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.9 LAdmitted-Fee/PreQual/Technical/Finance N A | NA | NA | 121004 | ₹9.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹11.1 L+₹1.3 L (12.9%)Admitted-Fee/PreQual/Technical/Finance ELAMDESHAM BP CONCRETING OF VELLAPLAVU KOTTA ROAD WARD 5 KARIMANNOOR GP | KOTTAYAM | KERALA | 686001 | ₹11.1 L+₹1.3 L (12.9%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹11.5 L+₹1.6 L (16.2%)Admitted-Fee/PreQual/Technical/Finance | ₹11.5 L+₹1.6 L (16.2%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | RENJITH MANUEL L2 | Aemond Ventures Pvt Ltd L1 | R SABU L3 |
|---|---|---|---|---|---|---|
| 1.00Appendix-A | ||||||
| 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. | 810 | sqm | 16 ₹12,960 | 14 ₹11,340 Lowest | 15 ₹12,150 |
| 1.00 | 4.1.A.1: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 | 54 | cum | 2,800 ₹1,51,200 | 2,600 ₹1,40,400 Lowest | 2,900 ₹1,56,600 |
| 1.00 | OD80405/2026-2027:od1262281/2021_2022 :Providing and Laying of Interlocking Concrete Block Pavements using 80 mm 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. | 810 | sqm | 1,022 ₹8,27,820 | 900 ₹7,29,000 Lowest | 1,050 ₹8,50,500 |
| 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) | 14.48 | cum | 8,400 ₹1,21,648.8 | 7,325 ₹1,06,080.65 Lowest | 8,800 ₹1,27,441.6 |
Tender Value
₹12.7 L
EMD Value
₹31,653
Closing Date
13 Jul 2026, 2:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF ASSISTANT ENGINEER, LSGD (LID AND EW) SECTION, RAYAMANGALAM GP
Annual Plan-149/26-27- Rayamangalam G.P -Evanjalikkal church road paver block laying.-Ward-6-General Civil Work
2026_LSGD_858692_1
ET3-1/RYM/26-27
Open Tender
Civil Works - Roads
Item Rate
330 days
RAYAMANGALAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹31,653
17 Jul 2026
2 Jul 2026
14 Jul 2026
2 Jul 2026
13 Jul 2026
2 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix-A | |||||
| 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. | - | sqm | - | - |
| 1.002 | 4.1.A.1: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 | - | - |
| 1.003 | OD80405/2026-2027:od1262281/2021_2022 :Providing and Laying of Interlocking Concrete Block Pavements using 80 mm 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 Engineerin-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) | 1 | cum | - | - |
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