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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.8 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹7.9 L+₹8,670.75 (1.11%)Admitted-Fee/PreQual/Technical/Finance KERALA KL | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹8.1 L+₹29,750.61 (3.82%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Muhayuddeen koya M L1 | AKIL NASIM M L3 | SUNEERA L2 |
|---|---|---|---|---|---|---|
| 1.00Road | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 489.8 | sqm | 13 ₹6,367.4 Lowest | 14.02 ₹6,867 | 13.5 ₹6,612.3 |
| 1.00 | 4.11.2: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 compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 47.8 | cum | 2,090 ₹99,891.55 Lowest | 2,178.49 ₹1,04,120.93 | 2,200 ₹1,05,149 |
| 1.00 | OD50451/2026-2027:Providing and laying factory made chamfered edge Cement Concrete paver blocks 80 mm thick M 30 grade in Road/footpath etc, of required strength,thickness & size/ shape, made by table vibratory method using PU mould, laid inrequired colour & pattern over 50mm thick compacted bed of 6 mm metal, compacting andproper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of approved color design and pattern | 600.4 | sqm | 1,090 ₹6,54,436 Lowest | 1,133.73 ₹6,80,691.49 | 1,100 ₹6,60,440 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 1.13 | cum | 8,000 ₹9,008 | 8,372.91 ₹9,427.9 | 7,400 ₹8,332.4 Lowest |
| 1.00 | 10.4.A.2:Direction and Place Identification signs with size more than 0.9 sqm size board A. Retro-reflectorised Traffic Signs 2 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | 0.9 | sqm | 10,000 ₹9,000 | 8,162.49 ₹7,346.24 | 7,600 ₹6,840 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,184
Closing Date
23 Sept 2026, 6:00 pmClosed
SECRETARY
SECRETARY, FEROKE MUNICIPALITY
ROAD
2026_UAD_869931_1
SEC/FRK/2026-27/04
Open Tender
Civil Works - Roads
Item Rate
FEROKE
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,870
Yes
₹21,184
Yes
24 Sept 2026
16 Sept 2026
24 Sept 2026
16 Sept 2026
23 Sept 2026
16 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 489.8 | sqm | - | - |
| 1.002 | 4.11.2: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 compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 47.8 | cum | - | - |
| 1.003 | OD50451/2026-2027:Providing and laying factory made chamfered edge Cement Concrete paver blocks 80 mm thick M 30 grade in Road/footpath etc, of required strength,thickness & size/ shape, made by table vibratory method using PU mould, laid inrequired colour & pattern over 50mm thick compacted bed of 6 mm metal, compacting andproper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of approved color design and pattern | 600.4 | sqm | - | - |
| 1.004 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 1.13 | cum | - | - |
| 1.005 | 10.4.A.2:Direction and Place Identification signs with size more than 0.9 sqm size board A. Retro-reflectorised Traffic Signs 2 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | 0.9 | sqm | - | - |
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