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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.0 LAccepted-AOC | ₹19.0 L | L1 | Accepted-AOC L1 accepted |
| 2 | L2₹19.1 LRejected-AOC | ₹19.1 L | L2 | Rejected-AOC L2 rejected |
| Sl No | Description | Qty | Unit | N A ABDULJALEEL L1 | JOLLY PJ L2 |
|---|---|---|---|---|---|
| 1.00Road | |||||
| 1.00 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | 0.02 | Hectare | 4,600 ₹101.2 | 46,149 ₹1,015.28 |
| 1.00 | 2.4.A.1:Uprooting and Removing Stumps & Roots <br> Uprooting and Removing Stumps & roots, compaction of backfilling and stacking of servicable material by manual means as per Technical Specification Clause 201. <br> A. Lead upto 100 m <br>(i) Girth above 300 mm to 600 mm | 15 | each | 450 ₹6,750 | 466.1 ₹6,991.5 |
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 618.2 | sqm | 13 ₹8,036.6 | 15.69 ₹9,699.56 |
| 1.00 | OD42185/2025-2026:Earth filling using contractors earth cut and conveyed from outside in layers exceeding 20cm depth, consolidating each deposited layed by ramming and watering , lead upto 50m and lift upto 1.5m as per direction of site Engineer-in charge | 48.86 | cum | 850 ₹41,531 | 924.85 ₹45,188.17 |
| 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 | 71.52 | cum | 3,200 ₹2,28,848 | 3,271.1 ₹2,33,932.72 |
| 1.01 | OD436889/2025-2026:Providing and laying of Interlocking concrete Block Pavements using 80mm M40
hydraulic blocks of approved size ,design & shape ,laid in required pattern over
and including a compacted bed of 6,, stone aggregate of 50mm average thickness ,etc
all complete as per the direction of Engineers in charge | 715.15 | sqm | 1,150 ₹8,22,422.5 | 1,137.1 ₹8,13,197.07 |
| 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) | 7.3 | cum | 8,957 ₹65,386.1 | 9,002.9 ₹65,721.17 |
| 1.01 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 39 | cum | 400 ₹15,600 | 432.7 ₹16,875.3 |
| 1.01 | OD49522/2025-2026:MoRD DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course
masonry with good quality blasted rubble including packing to compactness to lines
and levels cost and
conveyance of all materials labour charges etc. complete as per direction of
Departmental officers at site | 123 | cum | 4,050 ₹4,98,150 | 4,077 ₹5,01,471 |
Tender Value
₹19.5 L
EMD Value
₹48,839
Closing Date
18 Mar 2026, 1:00 pmClosed
AE, LSGD PALLURUTHY BP
AE, LSGD PALLURUTHY BP
SC Corpus Fund-Mettil SC Nagar Road Construction and side wall in -Kumbalam GPGeneral Civil Work
2026_LSGD_836689_2
1/SC/LSGD/PLY/25-26
Open Tender
Civil Works - Others
60 days
KUMBALAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹48,839
4 Jul 2026
9 Mar 2026
19 Mar 2026
9 Mar 2026
18 Mar 2026
9 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road | |||||
| 1.001 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | - | Hectare | - | - |
| 1.002 | 2.4.A.1:Uprooting and Removing Stumps & Roots <br> Uprooting and Removing Stumps & roots, compaction of backfilling and stacking of servicable material by manual means as per Technical Specification Clause 201. <br> A. Lead upto 100 m <br>(i) Girth above 300 mm to 600 mm | - | each | - | - |
| 1.003 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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 | - | - |
| 1.004 | OD42185/2025-2026:Earth filling using contractors earth cut and conveyed from outside in layers exceeding 20cm depth, consolidating each deposited layed by ramming and watering , lead upto 50m and lift upto 1.5m as per direction of site Engineer-in charge | 1 | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | OD436889/2025-2026:Providing and laying of Interlocking concrete Block Pavements using 80mm M40
hydraulic blocks of approved size ,design & shape ,laid in required pattern over
and including a compacted bed of 6,, stone aggregate of 50mm average thickness ,etc
all complete as per the direction of Engineers in charge | 1 | sqm | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | - | cum | - | - |
| 1.009 | OD49522/2025-2026:MoRD DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course
masonry with good quality blasted rubble including packing to compactness to lines
and levels cost and
conveyance of all materials labour charges etc. complete as per direction of
Departmental officers at site | - | cum | - | - |
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