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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 LAccepted-AOC | L1 | Accepted-AOC Lowest rate | |
| 2 | L2₹6.7 L+₹6,694.53 (1.01%)Rejected-AOC | L2 | Rejected-AOC Highest rate rejected |
| Sl No | Description | Qty | Unit | RAMACHANDRAN T N L2 | MUHAMMED ANZAL A A L1 |
|---|---|---|---|---|---|
| 1.00Tile work | |||||
| 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 | 28.5 | cum | 3,337.88 ₹95,129.58 | 3,304.5 ₹94,178.25 Lowest |
| 1.00 | 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 | 3.15 | cum | 441.5 ₹1,390.73 | 437.09 ₹1,376.83 Lowest |
| 1.00 | OD192770/2025-2026:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 13.05 | cum | 4,047.24 ₹52,816.48 | 4,006.77 ₹52,288.35 Lowest |
| 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) | 4.62 | cum | 9,186.73 ₹42,396.76 | 9,094.86 ₹41,972.78 Lowest |
| 1.00 | OD192769/2025-2026:Providing and laying Interlocking concrete block pavements using 100 mm M40 hydraulic blocks of approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50 mm average thickness etc complete as per the direction of Engineer-in-charge | 363 | sqm | 1,299.48 ₹4,71,711.24 | 1,286.48 ₹4,66,992.24 Lowest |
| 2.00Name board | |||||
| 2.00 | OD192771/2025-2026:Providing name board of average size 90x60 cm fixing with 50 mm GI pipe post including bottom concreting painting , lettering etc complete - as detailed below.
Earth work excavation in all class of soil PCC 1:4:8 10 cm thick bottom pestel of size 30x30x45 cm with CC 1:2:4, 50 mm GI pipe as main post of average length 145 cm support strut with 25 mm GI pipe 2 nos 50 cm , 1mm thick MS sheet board of frame with 40 x40x6mm angle iron and 3 mm thick MS gusset plates at Junctions , over all painting with synthetic enamel paint and lettering with synthetic enamel paint | 1 | each | 5,818.56 ₹5,818.56 | 5,760.37 ₹5,760.37 Lowest |
Tender Value
₹6.7 L
EMD Value
₹16,732
Closing Date
23 Oct 2025, 6:00 pmClosed
LIJO AUGUSTINE MJ
BLOCK DEVELOPMENT OFFICER, VAZHAKKULAM BLOCK
This project ia proposed by Adv P V Sreenijan The honble MLA of Kunnathunad LAC . The existing earthen surface of the road was totally undulated and it is difficult to travel even by pedestrial too .Because of the absance of drainage the rain water f
2025_CRD_810085_1
A-245/2025
Open Tender
Civil Works - Roads
Item Rate
180 days
VAZHAKKULAM BLOCK OFFICE
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,480
Yes
₹16,732
Yes
18 Dec 2025
15 Oct 2025
25 Oct 2025
15 Oct 2025
23 Oct 2025
15 Oct 2025
15 Oct 2025 - 23 Oct 2025
Amount
Tile work
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
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
OD192770/2025-2026:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
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)
OD192769/2025-2026:Providing and laying Interlocking concrete block pavements using 100 mm M40 hydraulic blocks of approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50 mm average thickness etc complete as per the direction of Engineer-in-charge
Name board
OD192771/2025-2026:Providing name board of average size 90x60 cm fixing with 50 mm GI pipe post including bottom concreting painting , lettering etc complete - as detailed below. Earth work excavation in all class of soil PCC 1:4:8 10 cm thick bottom pestel of size 30x30x45 cm with CC 1:2:4, 50 mm GI pipe as main post of average length 145 cm support strut with 25 mm GI pipe 2 nos 50 cm , 1mm thick MS sheet board of frame with 40 x40x6mm angle iron and 3 mm thick MS gusset plates at Junctions , over all painting with synthetic enamel paint and lettering with synthetic enamel paint
RAMACHANDRAN T N (BID ID -2405939)
Bidder Name
RAMACHANDRAN T N
MUHAMMED ANZAL A A
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