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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 LAccepted-AOC | ₹1.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹1.9 LRejected-Finance | ₹1.9 L | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical CHERKALA CHENGALA KASARGOD KERALA 671541 | KASARAGOD | KERALA | 671541 | - | - | Rejected-Technical L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | BM ABDHULLA L3 | MUHAMMAD YAZAR P Z L4 | MOHAMMED KUNHI M.A L5 | ABDULLA K I L2 | MUHAMMAD SALIF M K L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Road Concrete | ||||||||
| 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 | 26.1 | cum | 40.23 ₹1,050 | 40.82 ₹1,065.40 | 58.36 ₹1,523.20 | 68.85 ₹1,796.99 | 35 ₹913.50 |
| 1.00 | 3.9.2.A:Excavation in Hard Rock (blasting prohibited) Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 (A) Manual Means | 0.9 | cum | 3,129.6 ₹2,816.64 | 3,176.4 ₹2,858.76 | 3,405 ₹3,064.50 | 61.2 ₹55.08 | 1,000 ₹900 |
| 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) | 27 | cum | 7,039.25 ₹1.9 L | 7,144.52 ₹1.9 L | 10,211.6 ₹2.8 L | 6,961.5 ₹1.9 L | 6,700 ₹1.8 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. | 8.85 | cum | 480.39 ₹4,251.45 | 487.9 ₹4,317.92 | 696.89 ₹6,167.48 | 344.25 ₹3,046.61 | 150 ₹1,327.50 |
Tender Value
₹2.5 L
EMD Value
₹6,337
Closing Date
11 Nov 2025, 5:30 pmClosed
AE
CHENGALA GP
Annual Plan-CHENGALA GP 43/25-26-KOLARI RANDAMAIL RAOD CONCRETE IN WARD - 4
2025_LSGD_813125_1
AE/LIDEW/CH/ET/03/25-26
Open Tender
Civil Works - Roads
120 days
CHENGALA GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹560
Yes
₹6,337
Yes
26 Dec 2025
3 Nov 2025
13 Nov 2025
3 Nov 2025
11 Nov 2025
3 Nov 2025
Amount
Road Concrete
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
3.9.2.A:Excavation in Hard Rock (blasting prohibited) Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 (A) Manual Means
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)
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.
ABDULLA K I (BID ID -2435965)
BM ABDHULLA (BID ID -2436011)
MUHAMMAD YAZAR P Z (BID ID -2435615)
MOHAMMED KUNHI M.A (BID ID -2435950)
Bidder Name
MOHAMMED KUNHI M.A
BM ABDHULLA
MUHAMMAD YAZAR P Z
ABDULLA K I
MUHAMMAD SALIF M K
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