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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.8 LAccepted-AOC EDAKKANDY MANNIL AVALA P O KOYILANDI TALUK KOZHIKODE DISTRICT | KOZHIKODE | KERALA | 612906 | ₹7.8 L | L1 | Accepted-AOC l1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | KAREEM M L1 | ASWIN C ANIL L2 | BLAZE INFRA DEVELOPERS L3 |
|---|---|---|---|---|---|---|
| 1.00road | ||||||
| 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. | 69.56 | cum | 15 ₹1,043.45 | 15 ₹1,043.45 | 18 ₹1,252.13 |
| 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 | 46.38 | cum | 3,000 ₹1,39,125 | 3,100 ₹1,43,762.5 | 3,300 ₹1,53,037.5 |
| 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) | 69.56 | cum | 8,926 ₹6,20,919.34 | 8,880 ₹6,17,719.44 | 9,000 ₹6,26,067 |
| 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. | 36.6 | cum | 350 ₹12,810 | 600 ₹21,960 | 620 ₹22,692 |
| 1.00 | OD224326/2025-2026:Providing and fixing metal name board of size 120*60cm size with 15mm dia and 2mm thick GI pipe 0.8mm thick ,ms sheet 35*35*5mm angle for post etc.errected in concrete of cc 1:2:4 | 1 | each | 3,000 ₹3,000 | 7,700 ₹7,700 | 8,000 ₹8,000 |
Tender Value
₹7.9 L
EMD Value
₹19,836
Closing Date
20 Oct 2025, 5:00 pmClosed
ASST.EXECUTIVE ENGINEER
LID and EW Division Kozhikkode
Road
2025_LSGD_809007_1
TA/LSGD/KKD/166/2025-26
Open Tender
Civil Works - Roads
180 days
Purameri
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,750
Yes
₹19,836
Yes
29 Jan 2026
13 Oct 2025
22 Oct 2025
13 Oct 2025
20 Oct 2025
13 Oct 2025
Amount
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.
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)
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.
OD224326/2025-2026:Providing and fixing metal name board of size 120*60cm size with 15mm dia and 2mm thick GI pipe 0.8mm thick ,ms sheet 35*35*5mm angle for post etc.errected in concrete of cc 1:2:4
ASWIN C ANIL (BID ID -2398377)
BLAZE INFRA DEVELOPERS (BID ID -2398419)
Bidder Name
KAREEM M
BLAZE INFRA DEVELOPERS
ASWIN C ANIL
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