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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.7 LAccepted-AOC | ₹18.7 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical KERALA KL | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical ELAYEDATH HOUSE PANNIKKODE MUKKAM P O KOZHIKKODE DIST | MUKKAM | KOZHIKODE | KERALA | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | MUJEEB RAHMAN K L1 | GOPALAKRISHNAN KM L3 | SUMOD A P L2 |
|---|---|---|---|---|---|---|
| 1.00Road Concrete | ||||||
| 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 | 144.86 | cum | 346 ₹50,122.60 | 50 ₹7,243.15 | 385 ₹55,772.26 |
| 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 26.91 | cum | 7,054.8 ₹1.9 L | 7,600 ₹2.0 L | 7,850 ₹2.1 L |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 74.22 | cum | 6,894.4 ₹5.1 L | 7,800 ₹5.8 L | 7,700 ₹5.7 L |
| 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) | 4.57 | cum | 7,200 ₹32,889.60 | 8,200 ₹37,457.60 | 8,015 ₹36,612.52 |
| 1.00 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 | 29.73 | cum | 8,195.8 ₹2.4 L | 10,000 ₹3.0 L | 9,150 ₹2.7 L |
| 1.01 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 4.14 | tonne | 79,099.3 ₹3.3 L | 89,000 ₹3.7 L | 88,000 ₹3.6 L |
| 1.01 | 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. | 68.25 | cum | 512.7 ₹34,991.78 | 420 ₹28,665 | 570 ₹38,902.50 |
| 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. | 61.89 | cum | 53.8 ₹3,329.68 | 310 ₹19,185.90 | 62 ₹3,837.18 |
| 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. | 34.84 | cum | 1,948.3 ₹67,888.51 | 2,800 ₹97,566 | 2,220 ₹77,355.90 |
Updated dates
Tender Value
₹21.9 L
EMD Value
₹50,000
Closing Date
25 Oct 2025, 2:00 pmClosed
EXECUTIVE ENGINEER
LID and EW Division Kozhikkode
Road
2025_LSGD_810947_1
EE/LSGD/KKD/181/2025-26
Open Tender
Civil Works - Roads
180 days
Chathamangalam
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
16 Mar 2026
16 Oct 2025
27 Oct 2025
16 Oct 2025
25 Oct 2025
16 Oct 2025
Amount
Road Concrete
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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
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)
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
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.
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)
OD234195/2025-2026:Filling with quarry muck filling up low laying and water logged areas with local materials/quarry muck ,spreading in layers,levelling. the top at site and consolidation by ramming etc complete for improving the CBR value of subgrade.
OD223125/2025-2026:Providing and fixing NAME BOARD with polished marble slab of size 60 cm x 45 cm including lettering cost, conveyance and labour charges etc.. complete.
SUMOD A P (BID ID -2409381)
GOPALAKRISHNAN KM (BID ID -2409413)
Bidder Name
GOPALAKRISHNAN KM
MUJEEB RAHMAN K
SUMOD A P
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