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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 LAdmitted-Fee/PreQual/Technical/Finance | ₹3.8 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹4.1 L+₹25,849.74 (6.80%)Admitted-Fee/PreQual/Technical/Finance NEKKATH HOUSE ACHANAMBALAM KANNAMANGALAM P O MALAPPURAM 676304 | MALAPPURAM | MALAPPURAM | KERALA | 676304 | ₹4.1 L+₹25,849.74 (6.80%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹4.6 L+₹80,720.45 (21.2%)Admitted-Fee/PreQual/Technical/Finance NIRAMARUTHUR GRAMA PANCHAYAT NIRAMARUTHUR P O TIRUR 676 109 | MALAPPURAM | KERALA | 676109 | ₹4.6 L+₹80,720.45 (21.2%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | ABDUL AZEEZ.P L2 | PULIKKALAKATH FAIZAL L1 | shamsudheen L3 |
|---|---|---|---|---|---|---|
| 1.00ROAD WORK | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 255 | sqm | 11.74 ₹2,993.7 | 11 ₹2,805 Lowest | 13.5 ₹3,442.5 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 25.25 | cum | 2,458.25 ₹62,058.52 | 2,301.63 ₹58,104.65 Lowest | 2,800 ₹70,686 |
| 1.00 | OD88594/2026-2027: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) | 50.49 | cum | 6,748 ₹3,40,706.52 | 6,318.07 ₹3,18,999.35 Lowest | 7,655 ₹3,86,500.95 |
Tender Value
₹5.1 L
EMD Value
₹12,697
Closing Date
17 Sept 2026, 2:00 pmClosed
Assit Engineer
Office of the Assit.Engineer LID and EW Section ,Niramarathur GP
Annual plan Niramaruthur GP Project 86 Improvments to Kalad Alinchuvadu Link road reach 1
2026_LSGD_868332_5
2026-27/AE/LIDEW/NMR/PHASE-II
Open Tender
Civil Works - Roads
Item Rate
240 days
NIRAMARUTHUR
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,120
Yes
₹12,697
Yes
19 Sept 2026
9 Sept 2026
19 Sept 2026
9 Sept 2026
17 Sept 2026
9 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD WORK | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 255 | sqm | - | - |
| 1.002 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 25.25 | cum | - | - |
| 1.003 | OD88594/2026-2027: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) | 50.49 | cum | - | - |
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