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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹14.8 L+₹44,408.81 (3.10%)Rejected-AOC S U MANZIL SANTHWADI UPPALA | UPPALA | KASARAGOD | KERALA | L2 | Rejected-AOC L2 | |
| 3 | L3₹15.4 L+₹1.1 L (7.86%)Rejected-AOC | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | AK THOUSEEF L1 | ABOOBACKER SIDDIK S U L2 | MOOSA KALEEM L3 |
|---|---|---|---|---|---|---|
| 1.00Drainage Construction | ||||||
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 314.64 | cum | 54 ₹16,990.56 Lowest | 56.23 ₹17,692.21 | 62.02 ₹19,513.97 |
| 1.00 | 4.11.2: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 104.88 | cum | 1,975 ₹2,07,138 Lowest | 2,036.91 ₹2,13,631.12 | 2,202.03 ₹2,30,948.91 |
| 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) | 157.32 | cum | 7,604 ₹11,96,261.28 Lowest | 7,838.2 ₹12,33,105.62 | 8,150.63 ₹12,82,257.11 |
| 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. | 8.28 | cum | 518 ₹4,289.04 | 535.27 ₹4,432.04 | 421.94 ₹3,493.66 Lowest |
| 1.00 | OD20912/2025-2026:Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished,
machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of
required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4
( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment,
epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss
finish etc. complete at all levels.
8.2.2.2 Area of slab over 0.50 sqm | 0.3 | sqm | 3,090 ₹927 Lowest | 3,185.68 ₹955.7 | 5,000 ₹1,500 |
| 1.01 | OD20911/2025-2026:16.21. Engraving letters in hard stone | 600 | per Letter per cm height | 9 ₹5,400 Lowest | 9.33 ₹5,598 | 9.6 ₹5,760 |
Tender Value
₹16.9 L
EMD Value
₹42,339
Closing Date
11 Aug 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Execurtive Engineer
Office of the Executive Engineer LID AND EW DIVISION, KASARAGOD P.O. VIDYANAGAR
ROAD WORK
2025_LSGD_779905_1
65/25-26
Open Tender
Civil Works - Roads
Item Wise
270 days
KUMBALA
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,339
Yes
7 Oct 2025
1 Aug 2025
13 Aug 2025
1 Aug 2025
11 Aug 2025
1 Aug 2025
Amount
Drainage Construction
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
4.11.2: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.
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.
OD20912/2025-2026:Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. 8.2.2.2 Area of slab over 0.50 sqm
OD20911/2025-2026:16.21. Engraving letters in hard stone
ABOOBACKER SIDDIK S U (BID ID -2283453)
MOOSA KALEEM (BID ID -2283617)
Bidder Name
AK THOUSEEF
MOOSA KALEEM
ABOOBACKER SIDDIK S U
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finance_1280392.pdf
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