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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₹6.1 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹6.5 L+₹39,698.02 (6.49%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹7.5 L+₹1.4 L (22.1%)Admitted-Fee/PreQual/Technical/Finance SREELAKSHMI HOUSE KOLAKKOTTUCHOLA P O MALAPPURAM KERALA | MALAPPURAM | MALAPPURAM | KERALA | 676517 | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹7.8 L+₹1.7 L (28.2%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | NAUSHAD ALI P L4 | JIJEESH P L3 | ANAS K L2 | CHANAYIL MAPILATHODI SHARAFUDHEEN L1 |
|---|---|---|---|---|---|---|---|
| 1.00Road concrete | |||||||
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> 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. | 85.25 | cum | 66.18 ₹5,641.85 | 63.03 ₹5,373.31 | 54.98 ₹4,687.05 | 51.5 ₹4,390.38 Lowest |
| 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. | 19.5 | cum | 15.55 ₹303.23 | 14.81 ₹288.8 | 12.92 ₹251.94 Lowest | 324 ₹6,318 |
| 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 | 47.1 | cum | 3,230.89 ₹1,52,174.92 | 3,077.04 ₹1,44,928.58 | 2,684.1 ₹1,26,421.11 | 2,513.94 ₹1,18,406.57 Lowest |
| 1.00 | OD508943/2025-2026: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)(EXCLUDING FORM WORK) | 70.65 | cum | 8,812.85 ₹6,22,627.85 | 8,393.19 ₹5,92,978.87 | 7,321.38 ₹5,17,255.5 | 6,781.1 ₹4,79,084.72 Lowest |
| 1.00 | OD508944/2025-2026:Providing and fixing Granite of any colour and shade for Name Board of required size laid over
base of cement mortar 1:4(1cement 4 coarse sand)including all charges etc. complete at all
levels | 1 | each | 3,069.58 ₹3,069.58 | 2,923 ₹2,923 | 2,550.09 ₹2,550.09 Lowest | 3,268 ₹3,268 |
Tender Value
Refer Docs
EMD Value
₹18,662
Closing Date
7 Nov 2026, 3:30 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
SISIR
LSGD SECTION CHELEMBRA
Annual Plan-Chelembra GP.Pro No.413/2026-27-Koyililpuram Road Concrete
2026_LSGD_883203_3
ET04IR/2026-27/AE/LIDEW/CGP
Open Tender
Civil Works - Roads
Item Rate
180 days
Chelembra
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,650
Yes
₹18,662
Yes
9 Nov 2026
30 Oct 2026
9 Nov 2026
30 Oct 2026
7 Nov 2026
30 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road concrete | |||||
| 1.001 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> 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. | 85.25 | cum | - | - |
| 1.002 | 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. | 19.5 | cum | - | - |
| 1.003 | 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 | 47.1 | cum | - | - |
| 1.004 | OD508943/2025-2026: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)(EXCLUDING FORM WORK) | 70.65 | cum | - | - |
| 1.005 | OD508944/2025-2026:Providing and fixing Granite of any colour and shade for Name Board of required size laid over
base of cement mortar 1:4(1cement 4 coarse sand)including all charges etc. complete at all
levels | 1 | each | - | - |
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finance_1503915.pdf
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