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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.7 LAccepted-AOC AVALA THIRUVALLUR GRAMA PANCHAYATH | ₹10.7 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical MANNILTHODI EDAKKARATHODI VEEDU AREEKODE KEEZHURAMBA P O MALAPPURAM KERALA 673639 | AREEKODE | MALAPPURAM | KERALA | 673639 | - | - | Rejected-Technical L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | MOHAMMED ASHIF L2 | RANJITH T M L4 | SHAJU C M L3 | KUNHAMMAD E M L1 |
|---|---|---|---|---|---|---|---|
| 1.00Concrete | |||||||
| 1.00 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> 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. | 58.95 | cum | 13.55 ₹798.77 | 13.84 ₹815.87 | 13.74 ₹809.97 | 13 ₹766.35 |
| 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. | 230.1 | cum | 549.84 ₹1.3 L | 561.87 ₹1.3 L | 557.35 ₹1.3 L | 510 ₹1.2 L |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 39.3 | cum | 2,815.49 ₹1.1 L | 2,877.03 ₹1.1 L | 2,853.95 ₹1.1 L | 2,650 ₹1.0 L |
| 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) | 58.95 | cum | 8,037.8 ₹4.7 L | 8,213.48 ₹4.8 L | 8,147.61 ₹4.8 L | 7,480 ₹4.4 L |
| 2.00Side kett | |||||||
| 2.00 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (D) Dry Rubble Masonry | 35.7 | cum | 403.8 ₹14,415.66 | 412.62 ₹14,730.53 | 409.32 ₹14,612.72 | 376 ₹13,423.20 |
| 2.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 25.57 | cum | 60.19 ₹1,539.36 | 61.5 ₹1,572.86 | 61.02 ₹1,560.59 | 55 ₹1,406.63 |
| 2.00 | OD340632/2025-2026:DR with department stone-DRY RUBBLE MASONRY -dry rubble without concrete levelling course using department rubble including packing to compactness to lines and levels ,labour charges etc complete as per direction of departmental offices at site. | 21.42 | cum | 1,502.32 ₹32,179.69 | 1,535.16 ₹32,883.13 | 1,522.84 ₹32,619.23 | 1,380 ₹29,559.60 |
| 2.00 | OD337630/2025-2026:Dry rubble masonry without concrete levelling course using rubble including packing to compactness to lines and levels, labour charges ect complete as per direction of departmental officers atSite | 112.66 | cum | 3,496.43 ₹3.9 L | 3,572.85 ₹4.0 L | 3,544.2 ₹4.0 L | 3,225 ₹3.6 L |
Tender Value
₹12.6 L
EMD Value
₹31,525
Closing Date
13 Nov 2025, 6:15 pmClosed
ASST.EXECUTIVE ENGINEER
LID and EW Division Kozhikkode
Road
2025_LSGD_819881_1
TA/LSGD/KKD/241/2025-26
Open Tender
Civil Works - Roads
180 days
Cheruvannur
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹31,525
Yes
10 Apr 2026
6 Nov 2025
15 Nov 2025
6 Nov 2025
13 Nov 2025
6 Nov 2025
Amount
Concrete
3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> 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.
3.14: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.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
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)
Side kett
2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (D) Dry Rubble Masonry
3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
OD340632/2025-2026:DR with department stone-DRY RUBBLE MASONRY -dry rubble without concrete levelling course using department rubble including packing to compactness to lines and levels ,labour charges etc complete as per direction of departmental offices at site.
OD337630/2025-2026:Dry rubble masonry without concrete levelling course using rubble including packing to compactness to lines and levels, labour charges ect complete as per direction of departmental officers atSite
MOHAMMED ASHIF (BID ID -2437323)
SHAJU C M (BID ID -2436448)
RANJITH T M (BID ID -2438135)
Bidder Name
KUNHAMMAD E M
RANJITH T M
SHAJU C M
MOHAMMED ASHIF
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