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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹84,716.22Accepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical highest quoted | |
| 3 | Rejected-Technical | - | Rejected-Technical Highest Quted |
| Sl No | Description | Qty | Unit | manoj p john L1 | Shibi.E L2 | SIVADASAN K L3 |
|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | ||||||
| 1.00 | OD438042/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding
15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m | 58 | sqm | 34.3 ₹1,989.4 Lowest | 35 ₹2,030 | 36 ₹2,088 |
| 1.00 | OD438047/2025-2026: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 | 5.37 | cum | 944.87 ₹5,069.23 Lowest | 945 ₹5,069.93 | 950 ₹5,096.75 |
| 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) | 8.7 | cum | 8,926.16 ₹77,657.59 Lowest | 8,930 ₹77,691 | 8,940 ₹77,778 |
Tender Value
₹84,716
EMD Value
₹2,118
Closing Date
28 Feb 2026, 5:00 pmClosed
ae lsgd padinjarathara
AE Lsgd Padinjarthara
ANNUAL PLAN 2025 26 PR NO 86 VELUVALAM JOHNPADI ROAD CONCRETE IN WARD NO 16 DEVT FUND CFC 100000
2026_LSGD_838089_1
AE/ LSGD/PP/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
ae lsgd padinjarathara
Please refer Tender documents.
8 documents required · 8 mandatory
₹555
Yes
₹2,118
Yes
13 Mar 2026
20 Feb 2026
2 Mar 2026
20 Feb 2026
28 Feb 2026
20 Feb 2026
ROAD CONCRETE
OD438042/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m
OD438047/2025-2026: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
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)
Item Rate BoQ
BoQ_Ver3.0
Work Name:Annual Plan-86/2025-26 VELUVALAM JOHNPADI ROAD CONCRETE-ANNUAL PLAN 2025-26 PR.NO 86 VELUVALAM JOHNPADI ROAD CONCRETE IN WARD NO 16 (DEVT FUND CFC-100000/-)-General Civil Work
Name of the Bidder/ Bidding Firm / Company :
PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )
NUMBER #
ROAD CONCRETE
OD438042/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m
OD438047/2025-2026: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
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)
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