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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.5 LAccepted-AOC | ₹24.5 L | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹25.5 LRejected-Finance | ₹25.5 L | L2 | Rejected-Finance L2 tender |
| Sl No | Description | Qty | Unit | K MAJEED L1 | MUHAMMAD L2 |
|---|---|---|---|---|---|
| 1.00Road and culvert | |||||
| 1.00 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 43 | cum | 830.5 ₹35,711.50 | 865 ₹37,195 |
| 1.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 207 | cum | 14.2 ₹2,939.40 | 14 ₹2,898 |
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 239 | cum | 584.3 ₹1.4 L | 608 ₹1.5 L |
| 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. <br>(ii) Using Gravel mix soil. | 191 | cum | 2,192 ₹4.2 L | 2,283 ₹4.4 L |
| 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 | 2 | cum | 7,937.3 ₹15,874.60 | 8,270 ₹16,540 |
| 1.01 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 49 | cum | 8,389.7 ₹4.1 L | 8,740 ₹4.3 L |
| 1.01 | 11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25 | 9 | cum | 9,141.5 ₹82,273.50 | 9,523 ₹85,707 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 3.08 | tonne | 88,563.4 ₹2.7 L | 92,225 ₹2.8 L |
| 2.00Site clearance, filling, DR work, RR Work | |||||
Updated dates
Tender Value
₹25.5 L
EMD Value
₹50,000
Closing Date
11 Nov 2025, 6:00 pmClosed
RESHMA P
HARBOUR ENGINEERING DIVISION OFFICE PUTHIYANIRATH KOZHIKODE
LAC ADS MLA ASSET DEVELOPMENT FUND 2025 26 Construction of ValluvakkuniMamparam Gate Palam Road in Payyoli Muncipality in Koyilandy LACeneral Civil Work1
2025_HED_816456_1
HED/CEHED/TR/293/2025_5_1_1/1
Open Tender
Civil Works - Roads
240 days
PAYYOLI MUNICIPALITY
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
14 Jan 2026
29 Oct 2025
13 Nov 2025
29 Oct 2025
11 Nov 2025
29 Oct 2025
Amount
Road and culvert
11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth
3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
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. <br>(ii) Using Gravel mix soil.
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
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
Site clearance, filling, DR work, RR Work
OD423/2025-2026:Filling with Quarry Waste Filling up low lying and water logged areas with local material/ quarry waste, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade (Approved OD TS no1347/2023-24)
Interlock pavement
55.23:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete.
MUHAMMAD (BID ID -2435941)
Bidder Name
K MAJEED
MUHAMMAD
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