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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.0 LAccepted-Finance | ₹6.0 L | L1 | Accepted-Finance L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical KARIMPANAKKAL HOUSE P O PIACHIKKARA 671534 KASARAGOD DT KERALA STATE | PIACHIKKARA | KASARAGOD | KERALA | 671534 | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | MUKESH VARKEY L4 | RAJESH VARKEY L5 | BABU M JOSEPH L3 | VINOD AK L2 | PV SUKUMARAN L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Road formation | ||||||||
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 108.36 | cum | 51.42 ₹5,571.87 | 56.56 ₹6,128.84 | 59 ₹6,393.24 | 42.73 ₹4,630.22 | 42.02 ₹4,553.29 |
| 1.00 | OD481931/2025-2026:DRY RUBBLE MASONRY -Dry rubble with out concrete leveling course masonry with good quality blasted rubble including packing to compactness to line and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 143.01 | cum | 3,913.69 ₹5.6 L | 4,305.06 ₹6.2 L | 3,480 ₹5.0 L | 3,279.09 ₹4.7 L | 3,224.31 ₹4.6 L |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 68.04 | cum | 614.4 ₹41,803.78 | 675.84 ₹45,984.15 | 395 ₹26,875.80 | 514.53 ₹35,008.62 | 505.93 ₹34,423.48 |
| 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) | 9.08 | cum | 8,642.33 ₹78,472.36 | 9,506.57 ₹86,319.66 | 8,300 ₹75,364 | 7,241.99 ₹65,757.27 | 7,121 ₹64,658.68 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.45 | tonne | 94,485.47 ₹42,896.40 | 1,03,934.08 ₹47,186.07 | 83,000 ₹37,682 | 79,178.45 ₹35,947.02 | 77,855.65 ₹35,346.47 |
Tender Value
₹7.3 L
EMD Value
₹18,184
Closing Date
26 Feb 2026, 3:00 pmClosed
VINOD.P.V
AE Nileshwaram Municipality
NLR MLTY 2025-26 PR.NO 115/26 KADINHIMOOLA BRIDGE ANGANAVADI LINK ROAD CONSTRUCTIONNLR MLTY 2025-26 PR.NO 115/26 KADINHIMOOLA BRIDGE ANGANAVADI LINK ROAD CONSTRUCTION
2026_LSGD_836991_23
ET06/2025/AE/LID EW/NLR MLTY/2025-26
Open Tender
Civil Works - Roads
180 days
NILESHWARAM MUNICIPLATY
Please refer Tender documents.
12 documents required · 12 mandatory
₹1,605
Yes
₹18,184
Yes
25 Mar 2026
18 Feb 2026
27 Feb 2026
18 Feb 2026
26 Feb 2026
18 Feb 2026
Road formation
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
OD481931/2025-2026:DRY RUBBLE MASONRY -Dry rubble with out concrete leveling course masonry with good quality blasted rubble including packing to compactness to line and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
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
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