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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.6 LAdmitted-Fee/PreQual/Technical/Finance FOUZIYA MANZIL ROSAPOOKANDOM KUMILY | IDUKKI | KERALA | 685501 | ₹7.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹8.0 L+₹41,590.09 (5.45%)Admitted-Fee/PreQual/Technical/Finance MUKALEL AMARAVATHY P O KUMILY | KUMILY | IDUKKI | KERALA | ₹8.0 L+₹41,590.09 (5.45%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹8.5 L+₹83,450.44 (10.9%)Admitted-Fee/PreQual/Technical/Finance ERATTUPETTA BLOCK PANCHAYATH KERALA | ₹8.5 L+₹83,450.44 (10.9%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | MANOJ M.G L2 | Fazil Latheef L1 | Star constructions L3 |
|---|---|---|---|---|---|---|
| 1.00Road Improvements | ||||||
| 1.00 | OD72868/2026-2027:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means
Modified MORTH Item No. 3.15 | 650.88 | sqm | 2 ₹1,301.76 Lowest | 5.54 ₹3,605.88 | 6.16 ₹4,009.42 |
| 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. <br>(ii) Using Gravel mix soil. | 48.82 | cum | 2,400 ₹1,17,158.4 | 2,235.66 ₹1,09,135.98 Lowest | 2,480 ₹1,21,063.68 |
| 1.00 | OD72965/2026-2027:Interlocking concrete Block Pavment Paving and laying of Interlocking concrete block pavements having thickness 80mm as per drawing and Technical specifications clause 504 | 542.4 | sqm | 1,019 ₹5,52,705.6 | 971.61 ₹5,27,001.26 Lowest | 1,079.57 ₹5,85,558.77 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 14.57 | cum | 9,000 ₹1,31,112 | 8,268.06 ₹1,20,449.1 Lowest | 9,180 ₹1,33,734.24 |
| 1.00 | OD73013/2026-2027:Granite name board | 1 | each | 2,000 ₹2,000 | 2,495.45 ₹2,495.45 | 1,772 ₹1,772 Lowest |
Tender Value
₹10 L
EMD Value
₹21,186
Closing Date
3 Jul 2026, 2:00 pmClosed
Assistant Engineer
Oo Assistant Engineer, LID EW, LSGD, Kumily
66th Mile springvalley road interlock ward 18 pro.no 120/27
2026_LSGD_857030_15
T2/4111659-2026
Open Tender
Civil Works - Roads
Item Rate
Kumily GP
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,880
Yes
₹21,186
Yes
3 Jul 2026
23 Jun 2026
3 Jul 2026
23 Jun 2026
3 Jul 2026
24 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Improvements | |||||
| 1.001 | OD72868/2026-2027:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means
Modified MORTH Item No. 3.15 | 1 | 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. <br>(ii) Using Gravel mix soil. | - | cum | - | - |
| 1.003 | OD72965/2026-2027:Interlocking concrete Block Pavment Paving and laying of Interlocking concrete block pavements having thickness 80mm as per drawing and Technical specifications clause 504 | 1 | sqm | - | - |
| 1.004 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 1 | cum | - | - |
| 1.005 | OD73013/2026-2027:Granite name board | - | each | - | - |
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