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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₹8.7 LAccepted-AOC | L1 | Accepted-AOC agrement executed | |
| 2 | L2₹10.0 L+₹1.2 L (14.1%)Rejected-Finance | L2 | Rejected-Finance SECOND | |
| 3 | Rejected-Technical DAKSHINA KOYILANDY KOZHIKODE 673305 | KOZHIKODE | KERALA | 673305 | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | ARJUN A S L3 | ADARSH C L2 | M C CHANDRAN L1 |
|---|---|---|---|---|---|---|
| 1.00CC Road | ||||||
| 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 | 32.33 | cum | 410 ₹13,255.3 | 400 ₹12,932 | 350 ₹11,315.5 Lowest |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 0.36 | cum | 8,230 ₹2,962.8 | 8,150 ₹2,934 | 7,120 ₹2,563.2 Lowest |
| 1.00 | 12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 2.7 | cum | 8,550 ₹23,085 | 8,450 ₹22,815 | 7,360 ₹19,872 Lowest |
| 1.00 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 29.7 | cum | 60 ₹1,782 | 58 ₹1,722.6 | 49 ₹1,455.3 Lowest |
| 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. | 97.56 | cum | 620 ₹60,487.2 | 605 ₹59,023.8 | 510 ₹49,755.6 Lowest |
| 1.01 | 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. | 39.4 | cum | 65 ₹2,561 | 58 ₹2,285.2 | 54.05 ₹2,129.57 Lowest |
| 1.01 | 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. | 55.4 | cum | 2,260 ₹1,25,192.7 | 2,200 ₹1,21,869 | 2,000 ₹1,10,790 Lowest |
| 1.01 | 10.14:Tubular Steel Railing on Medium Weight Steel Channel (ISMC series) 100 mm x 50 mm <br> Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 m high above ground, 2 m centre-to-centre, complete as per approved drawings Clause 1706 | 16 | metre | 3,200 ₹51,200 | 3,120 ₹49,920 | 2,880 ₹46,080 Lowest |
| 1.01 | 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) | 83.09 | cum | 8,700 ₹7,22,909.1 | 8,645 ₹7,18,338.99 | 7,550 ₹6,27,352.15 Lowest |
Tender Value
₹10.2 L
EMD Value
₹25,391
Closing Date
27 Aug 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
O/O Assistant Executive Engineer, LSGD Sub Division , Thodannur
Annula Plan 2025-26 Thodannnur BP Puthiyeduth Malayil Road In Villiappally GP
2025_LSGD_787738_10
AE-01/TDR/LSGD/2025-26
Open Tender
Civil Works - Roads
Item Rate
240 days
thodannoor
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹25,391
Yes
8 Oct 2025
20 Aug 2025
29 Aug 2025
20 Aug 2025
27 Aug 2025
20 Aug 2025
Amount
CC Road
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
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
3.3:Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
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.
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.
10.14:Tubular Steel Railing on Medium Weight Steel Channel (ISMC series) 100 mm x 50 mm <br> Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 m high above ground, 2 m centre-to-centre, complete as per approved drawings Clause 1706
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)
OD171927/2025-2026:Providing and fixing metal name board of size 120 x60 cm size with 15 mm dia. and 2 mm thick GI pipe ,0.8 mm thick MS sheet 35x35x5 mm angle for post etc. Erected in concrete of cc 1:2:4
ADARSH C (BID ID -2312041)
ARJUN A S (BID ID -2311823)
Bidder Name
M C CHANDRAN
ARJUN A S
ADARSH C
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