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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-AOC | L1 | Accepted-AOC ACCEPTED | |
| 2 | L2₹3.9 L+₹1,287.49 (0.33%)Rejected-AOC | L2 | Rejected-AOC REJECTED | |
| 3 | L3₹3.9 L+₹8,152.48 (2.11%)Rejected-AOC | L3 | Rejected-AOC REJECTED | |
| 4 | L4₹4.1 L+₹20,049.45 (5.19%)Rejected-AOC | L4 | Rejected-AOC REJECTED | |
| 5 | L5₹4.1 L+₹20,594.71 (5.33%)Rejected-AOC MALPAN HOUSE NAYATHODE P O ANGAMALY ERNAKULAM | ANGAMALY | ERNAKULAM | KERALA | L5 | Rejected-AOC REJECTED |
| Sl No | Description | Qty | Unit | MURALI P N L2 | M O DAVIS L5 | BRITTO DAVIS L4 | DAVIS NO L6 | SANEESH A S L1 | BENNY C.A L7 | JOHN BOSCO S L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00ROAD CONSTRUCTION | ||||||||||
| 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. | 38.05 | cum | 14.52 ₹552.52 | 15.24 ₹579.91 | 16.07 ₹611.5 | 16.07 ₹611.5 | 14.47 ₹550.61 Lowest | 17.02 ₹647.65 | 14.78 ₹562.41 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 25.37 | cum | 2,245.59 ₹56,966.13 | 2,357.38 ₹59,802.02 | 1,600 ₹40,588.8 Lowest | 2,500 ₹63,420 | 2,238.14 ₹56,777.14 | 2,633.11 ₹66,796.73 | 2,285.34 ₹57,974.51 |
| 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) | 38.05 | cum | 8,645.63 ₹3,28,983.51 | 9,076 ₹3,45,359.95 | 9,563.75 ₹3,63,919.82 | 10,200 ₹3,88,130.4 | 8,616.93 ₹3,27,891.42 Lowest | 10,137.58 ₹3,85,755.19 | 8,798.65 ₹3,34,806.23 |
| 1.00 | OD409947/2024-2025:Providing and fixing MS sheet Name board | 1 | each | 1,356 ₹1,356 | 1,423.5 ₹1,423.5 | 1,500 ₹1,500 | 1,500 ₹1,500 | 1,351.5 ₹1,351.5 Lowest | 1,590 ₹1,590 | 1,380 ₹1,380 |
Tender Value
₹4.3 L
EMD Value
₹10,726
Closing Date
8 Jul 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
O/O Assistant Engineer
Annual Plan- Muriyad GP 2025-26 Kallingapuram ambalam concrete road Construction , Ward 09-2025-26-General Civil Work
2025_LSGD_772949_4
3/AE/ET/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
OFFICE OF ASSISTANT ENGINEER LSGD SECTION MURIYAD
Please refer Tender documents.
10 documents required · 10 mandatory
₹950
Yes
₹10,726
Yes
13 Aug 2025
30 Jun 2025
10 Jul 2025
30 Jun 2025
8 Jul 2025
30 Jun 2025
Amount
ROAD CONSTRUCTION
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.
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.
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)
MURALI P N (BID ID -2243077)
JOHN BOSCO S (BID ID -2240835)
BRITTO DAVIS (BID ID -2243227)
M O DAVIS (BID ID -2243131)
DAVIS NO (BID ID -2243250)
BENNY C.A (BID ID -2240717)
Bidder Name
SANEESH A S
M O DAVIS
MURALI P N
DAVIS NO
BRITTO DAVIS
JOHN BOSCO S
BENNY C.A
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