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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.1 LAccepted-AOC | 1 | Accepted-AOC LOW | |
| 2 | 2₹8.2 L+₹7,471 (0.92%)Rejected-Finance | 2 | Rejected-Finance HIGH |
| Sl No | Description | Qty | Unit | SABU SEBASTIAN L1 | Jojo Louis L2 |
|---|---|---|---|---|---|
| 1.00SIDE PROTECTION 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 | 93.73 | cum | 390.77 ₹36,627.65 Lowest | 394.35 ₹36,963.21 |
| 1.00 | OD24833/2023-2024:od1259114/2021_2022 :Dry rubble masonry - Dry rubble masonry with good quality blasted rubble including
conveyance of material and labour charges etc. complete as per direction of departmental officers at
siteModified 60.7.1 | 178.41 | cum | 3,964.62 ₹7,07,327.85 Lowest | 4,001 ₹7,13,818.41 |
| 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) | 6.15 | cum | 8,695.64 ₹53,512.97 Lowest | 8,775.42 ₹54,003.93 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.04 | tonne | 95,899.53 ₹3,644.18 Lowest | 96,779.34 ₹3,677.61 |
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 25.58 | cum | 513.74 ₹13,141.98 Lowest | 518.45 ₹13,262.47 |
Tender Value
₹7.5 L
EMD Value
₹18,676
Closing Date
15 Feb 2024, 3:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer LID and EW
Annual Plan-WARD-3 2023-24-MOOKKANNUR GP PRO NO 69/23 KUZHOOKKARANKAVALA SANKARANKUZHY CANAL BUND ROAD SIDE PROTECTION WALL CONSTRUCTION Ward 3-General Civil Work
2024_LSGD_656191_2
ET-6A/AE/LSGD/MKR/2023-24
Open Tender
Civil Works - Roads
Item Rate
180 days
Mookkannoor Gp
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,650
₹18,676
Yes
11 May 2026
8 Feb 2024
16 Feb 2024
8 Feb 2024
15 Feb 2024
8 Feb 2024
Amount
SIDE PROTECTION 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
OD24833/2023-2024:od1259114/2021_2022 :Dry rubble masonry - Dry rubble masonry with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at siteModified 60.7.1
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)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
Jojo Louis
Bidder Name
SABU SEBASTIAN
Jojo Louis
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