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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.9 LAccepted-AOC | ₹8.9 L | 1 | Accepted-AOC L1 |
| 2 | 2₹9.0 L+₹6,203.75 (0.70%)Rejected-Finance | ₹9.0 L+₹6,203.75 (0.70%) | 2 | Rejected-Finance Committie Resolution |
| 3 | 3₹9.6 L+₹67,045.10 (7.52%)Rejected-Finance KOOTHATTUKULAM | THIRUVANANTHAPURAM | KERALA | 695001 | ₹9.6 L+₹67,045.10 (7.52%) | 3 | Rejected-Finance Committie Resolution |
| 4 | 4₹10.7 L+₹1.8 L (20.6%)Rejected-Finance | ₹10.7 L+₹1.8 L (20.6%) | 4 | Rejected-Finance Committie Resolution |
| 5 | 5₹11.1 L+₹2.1 L (24.1%)Rejected-Finance | ₹11.1 L+₹2.1 L (24.1%) | 5 | Rejected-Finance Committie Resolution |
| Sl No | Description | Qty | Unit | DELEEP KUMAR N M L3 | JIBISH C.S L2 | DHARVESH EBRAHIM GOUSU L4 | R SABU L1 | C A MAKKAR L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00DETAILED ESTIMATE | ||||||||
| 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. | 615 | sqm | 15.13 ₹9,304.95 | 14.17 ₹8,714.55 | 18 ₹11,070 | 14 ₹8,610 Lowest | 20 ₹12,300 |
| 1.00 | 4.1.A.2: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. (ii) For Grading II Material | 30.75 | cum | 3,200.53 ₹98,416.3 | 2,997.32 ₹92,167.59 | 3,200 ₹98,400 | 2,980 ₹91,635 Lowest | 3,400 ₹1,04,550 |
| 1.00 | OD173068/2025-2026: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. | 606 | sqm | 1,096.51 ₹6,64,485.06 | 1,026.89 ₹6,22,295.34 | 1,268 ₹7,68,408 | 1,020 ₹6,18,120 Lowest | 1,300 ₹7,87,800 |
| 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) | 1.75 | cum | 9,037.74 ₹15,861.23 | 8,463.92 ₹14,854.18 | 9,563 ₹16,783.07 | 8,200 ₹14,391 Lowest | 9,700 ₹17,023.5 |
| 1.00 | OD187453/2025-2026:Providing Plain cement concrete for Irish drain CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope including compaction using needle vibrator, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) Modified 75.8.1 | 19.58 | cum | 8,690.14 ₹1,70,187.7 | 8,138.39 ₹1,59,382.23 | 9,186 ₹1,79,898.62 | 8,091 ₹1,58,454.14 Lowest | 9,400 ₹1,84,089.6 |
Tender Value
₹10.1 L
EMD Value
₹25,351
Closing Date
27 Aug 2025, 6:00 pmClosed
The Assistant Engineer LID EW Section Palakuzha
O/O The Assistant Engineer LID EW Section Palakuzha
concreting and tiling
2025_LSGD_787725_5
01/AE/LID-EW/PLKA/25-26
Open Tender
Civil Works - Roads
Item Rate
240 days
Palakuzha
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹25,351
18 Sept 2025
18 Aug 2025
29 Aug 2025
18 Aug 2025
27 Aug 2025
19 Aug 2025
Amount
DETAILED ESTIMATE
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.
4.1.A.2: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. (ii) For Grading II Material
OD173068/2025-2026: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.
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)
OD187453/2025-2026:Providing Plain cement concrete for Irish drain CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope including compaction using needle vibrator, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) Modified 75.8.1
JIBISH C.S (BID ID -2312380)
DELEEP KUMAR N M (BID ID -2310272)
DHARVESH EBRAHIM GOUSU (BID ID -2312213)
C A MAKKAR (BID ID -2312407)
Bidder Name
C A MAKKAR
R SABU
DELEEP KUMAR N M
DHARVESH EBRAHIM GOUSU
JIBISH C.S
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