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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l2₹9.1 LAccepted-AOC | ₹9.1 L | l2 | Accepted-AOC l1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical l3 |
| 3 | Rejected-Technical | - | - | Rejected-Technical l2 |
| Sl No | Description | Qty | Unit | M Balakrishnan L1 | SREEJITH L2 | Krishnaprasad u L3 |
|---|---|---|---|---|---|---|
| 1.00retaining wall | ||||||
| 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 | 26.25 | cum | 396.45 ₹10,407.21 | 441.5 ₹11,589.82 | 441.5 ₹11,589.82 |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 5.67 | cum | 8,083.32 ₹45,800.09 | 9,001.46 ₹51,002.27 | 9,001.46 ₹51,002.27 |
| 1.00 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 | 38.9 | cum | 9,390.77 ₹3,65,329.13 | 10,457.41 ₹4,06,824.62 | 10,457.41 ₹4,06,824.62 |
| 1.00 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 4.55 | tonne | 90,631.65 ₹4,12,192.74 | 1,00,926.12 ₹4,59,011.99 | 1,00,926.12 ₹4,59,011.99 |
| 1.00 | OD140631/2025-2026:
Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | 28.14 | cum | 405.75 ₹11,416.59 | 451.84 ₹12,713.42 | 451.84 ₹12,713.42 |
| 1.01 | OD501223/2025-2026:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 26.25 | Cum cm | 297.92 ₹7,820.7 | 331.76 ₹8,709.03 | 331.76 ₹8,709.03 |
| 1.01 | OD501362/2025-2026:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 1.26 | cum | 850.89 ₹1,071.27 | 947.54 ₹1,192.95 | 952 ₹1,198.57 |
| 1.01 | OD501367/2025-2026: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 manually mixing by mix in place method and compacting with rammers to
achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause
408.
(i) Using naturally occuring gravel | 3.78 | cum | 2,102.83 ₹7,942.39 | 2,341.68 ₹8,844.53 | 2,341.68 ₹8,844.53 |
| 1.01 | 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) | 5.67 | cum | 8,588.25 ₹48,661.02 | 9,560 ₹54,166.96 | 9,560 ₹54,166.96 |
Tender Value
₹10.2 L
EMD Value
₹25,423
Closing Date
11 Mar 2026, 9:00 amClosed
Office of the Assistant Engineer LID EW Section
Office of the Assistant Engineer LID EW Section vaniyamkulam
Annual Plan-V K M GP 2025-2026 MALENTHENKOVIL ROAD SIDE PROTECTION WARD 18-PRO NO 296/26-General Civil Work
2026_LSGD_842846_2
T5/AE/LID EW VKMGP 25-26
Open Tender
Civil Works - Roads
VANIYAMKULM GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹25,423
Yes
20 Jun 2026
3 Mar 2026
12 Mar 2026
3 Mar 2026
11 Mar 2026
3 Mar 2026
retaining wall
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
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
OD140631/2025-2026: Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.
OD501223/2025-2026:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
OD501362/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
OD501367/2025-2026: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 manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (i) Using naturally occuring gravel
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)
OD501584/2025-2026:SUPPLYING, FIXING NAME BOARD BUILT IN SQUARE PIPE WITH MS SHEET AND A SIZE OF 90 cm x 60 cm INCLUDING ALL OTHER MATERILAS, LABOUR CHARGES ETC. COMPLETED AS PER THE DIRECTION OF DEPARTMENTAL OFFICERS.
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