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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 LAdmitted-Fee/PreQual/Technical/Finance KERALA KL | ₹2.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹2.5 L+₹54,072.21 (27.0%)Admitted-Fee/PreQual/Technical/Finance | ₹2.5 L+₹54,072.21 (27.0%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹2.6 L+₹56,655.25 (28.3%)Admitted-Fee/PreQual/Technical/Finance KURUKKODAPPUCHAN H PURATHURAMA PINTHIRAKKAVU 673019 | PINTHIRAKKAVU | KOZHIKODE | KERALA | 673019 | ₹2.6 L+₹56,655.25 (28.3%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | M C ZAINUDHEEN L2 | DHARMADAS K L3 | SUNEERA L1 |
|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETE UP TO PALLI GATE | ||||||
| 1.00 | 3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 120 | sqm | 67 ₹8,040 | 70 ₹8,400 | 36 ₹4,320 Lowest |
| 1.00 | OD26445/2026-2027:(Modified Spec: of 4.11.2, Without Wheel Roller) 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 manually compacting to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 15.19 | cum | 2,134 ₹32,415.46 | 2,250 ₹34,177.5 | 1,775 ₹26,962.25 Lowest |
| 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) | 24 | cum | 8,784 ₹2,10,816 | 8,800 ₹2,11,200 | 6,910 ₹1,65,840 Lowest |
| 1.00 | OD26448/2026-2027:Supplying And Fixing Name Board, With Granite Stone,Square or Rectangular Shape Suitable to Fixing Place,Minimum 0.50 Sqm To Maximum 0.60 Sqm, Fixed at Site with Cement Mortar 1:4, 12 mm Thick, And Permanantly Engraving The Details of Work on the Stone with good Paint,as directed by the Officers, Including all Cost of Material, Conveyance, Labour etc Complete | 1 | each | 2,923 ₹2,923 Lowest | 3,000 ₹3,000 | 3,000 ₹3,000 |
Tender Value
₹2.5 L
EMD Value
₹6,355
Closing Date
10 Aug 2026, 3:30 pmClosed
Block Development Officer
KUNNAMANGALAM
MPLADS-Anakuzhikkara Maniyampalam Plli Road-Peruvayal GP
2026_CRD_863861_1
D-3260846-2026
Open Tender
Civil Works - Roads
Item Wise
180 days
PERUVAYAL
Please refer Tender documents.
7 documents required · 7 mandatory
₹565
Yes
₹6,355
Yes
13 Aug 2026
3 Aug 2026
11 Aug 2026
3 Aug 2026
10 Aug 2026
3 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD CONCRETE UP TO PALLI GATE | |||||
| 1.001 | 3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - |
| 1.002 | OD26445/2026-2027:(Modified Spec: of 4.11.2, Without Wheel Roller) 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 manually compacting to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 1 | cum | - | - |
| 1.003 | 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) | - | cum | - | - |
| 1.004 | OD26448/2026-2027:Supplying And Fixing Name Board, With Granite Stone,Square or Rectangular Shape Suitable to Fixing Place,Minimum 0.50 Sqm To Maximum 0.60 Sqm, Fixed at Site with Cement Mortar 1:4, 12 mm Thick, And Permanantly Engraving The Details of Work on the Stone with good Paint,as directed by the Officers, Including all Cost of Material, Conveyance, Labour etc Complete | - | each | - | - |
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