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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.3 LAccepted-AOC NOT SPECIFIED | L1 | Accepted-AOC AS PER BOARD RESOLUTION | |
| 2 | L2₹9.4 L+₹3,001.37 (0.32%)Rejected-AOC BUILDING NO 3 224 E KADUNGALLOOR P O ALUVA 683105 | ERNAKULAM | KERALA | 683105 | L2 | Rejected-AOC AS PER BOARD RESOLUTION | |
| 3 | L3₹9.7 L+₹38,342.50 (4.10%)Rejected-AOC DOOR NO 41 1387 E PANAMPILLY AVENUE KOCHI 682036 | ERNAKULAM | KERALA | 682036 | L3 | Rejected-AOC AS PER BOARD RESOLUTION |
| Sl No | Description | Qty | Unit | ALI AZHAR L3 | ABDU RAHMAN WORK CONTRACTS L1 | muhammad ck L2 |
|---|---|---|---|---|---|---|
| 1.00CONCRETE | ||||||
| 1.00 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 100.99 | cum | 14.51 ₹1,465.34 | 13.9 ₹1,403.73 Lowest | 15 ₹1,514.82 |
| 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 | 33.66 | cum | 3,015.11 ₹1,01,497.65 | 2,895.94 ₹97,486.03 Lowest | 2,905 ₹97,791.02 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 100.99 | cum | 8,613.74 ₹8,69,884.38 | 8,274.4 ₹8,35,615.11 Lowest | 8,300 ₹8,38,200.4 |
Tender Value
₹10.1 L
EMD Value
₹25,203
Closing Date
26 May 2026, 4:00 pmClosed
ASSISTANT ENGINEE NADAPURAM GP
OFFICE OF THE ASSISTANT ENGINEER LID AND EW SECTION NADAPURAM GRAMA PANCHAYATH KALLACHI
Annual Plan PROJECT NO 537 26 KAVUNGUM THOTTATHIL CHIYYUUR ROAD CONCRETE PHASE 2 Ward 6 in Nadapuram gp General Civil Work
2026_LSGD_851331_1
T12026-27/AE/LSGD/NDPM
Open Tender
Civil Works - Roads
Item Rate
365 days
NADAPURAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹25,203
Yes
27 Jun 2026
16 May 2026
28 May 2026
16 May 2026
26 May 2026
16 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONCRETE | |||||
| 1.001 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 0.2 | cum | - | - |
| 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 | 1 | cum | - | - |
| 1.003 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 0.2 | cum | - | - |
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