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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 LAdmitted-Fee/PreQual/Technical/Finance | ₹3.1 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.3 L+₹16,145.65 (5.22%)Admitted-Fee/PreQual/Technical/Finance | ₹3.3 L+₹16,145.65 (5.22%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹3.3 L+₹23,185.67 (7.49%)Admitted-Fee/PreQual/Technical/Finance NIRAMARUTHUR GRAMA PANCHAYAT NIRAMARUTHUR P O TIRUR 676 109 | MALAPPURAM | KERALA | 676109 | ₹3.3 L+₹23,185.67 (7.49%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹3.5 L+₹37,685.09 (12.2%)Admitted-Fee/PreQual/Technical/Finance | ₹3.5 L+₹37,685.09 (12.2%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹3.6 L+₹46,734.17 (15.1%)Admitted-Fee/PreQual/Technical/Finance | ₹3.6 L+₹46,734.17 (15.1%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Shamsudheen L3 | SHINIL L1 | Nellikkaparamba Labour Contract Co-operative Society Ltd No D 3188 L6 | KUNHIMOIDEEN A P L2 | HAMSA P I L5 | ASRAF A L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00ROAD MAINTENANCE WORK | |||||||||
| 1.00 | OD70878/2026-2027:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1 km ( by mechanical means). (ref.code DAR-16.77) | 44.2 | sqm | 50 ₹2,210 | 5.1 ₹225.42 Lowest | 6 ₹265.2 | 5.3 ₹234.26 | 10 ₹442 | 5.8 ₹256.36 |
| 1.00 | 2.5.2.A:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(II) By Mechanical Means (A) Cement Concrete | 1.78 | cum | 2,000 ₹3,570 | 544 ₹971.04 | 638.4 ₹1,139.54 | 572.4 ₹1,021.73 | 500 ₹892.5 Lowest | 610.2 ₹1,089.21 |
| 1.00 | 4.11.1: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. (i) Using naturally occuring gravel | 4.42 | cum | 900 ₹3,978 Lowest | 1,676.3 ₹7,409.25 | 1,967.3 ₹8,695.47 | 1,763.8 ₹7,796 | 3,000 ₹13,260 | 1,880.5 ₹8,311.81 |
| 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) | 46.78 | cum | 6,900 ₹3,22,782 | 6,429 ₹3,00,748.62 Lowest | 7,545 ₹3,52,955.1 | 6,764.6 ₹3,16,447.99 | 7,300 ₹3,41,494 | 7,212.1 ₹3,37,382.04 |
Tender Value
₹4.2 L
EMD Value
₹10,567
Closing Date
5 Aug 2026, 4:00 pmClosed
AMITH SONU
The Assistant Engineer, LIDEW Section , Karassery Grama Panchayat
Annual Plan-105-2026-27 KAKKAD ANGADI PUNNAMANNU MADAKASSERY VALIYAPARAMB ROAD MAINTENANCE IN WARD 15
2026_LSGD_863137_1
AE/LIDEW/KRSRY/TENDER3/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
KARASSERY
Please refer Tender documents.
8 documents required · 8 mandatory
₹935
Yes
₹10,567
Yes
7 Aug 2026
29 Jul 2026
6 Aug 2026
29 Jul 2026
5 Aug 2026
29 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD MAINTENANCE WORK | |||||
| 1.001 | OD70878/2026-2027:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1 km ( by mechanical means). (ref.code DAR-16.77) | - | sqm | - | - |
| 1.002 | 2.5.2.A:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(II) By Mechanical Means (A) Cement Concrete | 1 | cum | - | - |
| 1.003 | 4.11.1: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. (i) Using naturally occuring gravel | 1 | cum | - | - |
| 1.004 | 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 | - | - |
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