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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.2 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹8.8 L+₹60,410.61 (7.41%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹10.7 L+₹2.5 L (30.9%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹11.4 L+₹3.3 L (40.3%)Admitted-Fee/PreQual/Technical/Finance KALLIVALAPPIL HOUSE POST THALAKKASSERY | KOZHIKODE | KERALA | 612906 | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹11.8 L+₹3.7 L (44.9%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | IBRAHIM BADUSHA L2 | A M Yousaf L1 | MUHAMMED ALI P.S. L6 | Sakheer P K L3 | NISAR L5 | HUSAIN L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Rennovation | |||||||||
| 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. | 234 | sqm | 11 ₹2,574 Lowest | 11.5 ₹2,691 | 15.63 ₹3,657.42 | 13.44 ₹3,144.96 | 14.88 ₹3,481.92 | 14.41 ₹3,371.94 |
| 1.00 | 3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means 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. | 354 | sqm | 35 ₹12,390 Lowest | 37.85 ₹13,398.9 | 49.83 ₹17,639.82 | 42.85 ₹15,168.9 | 47.44 ₹16,793.76 | 45.92 ₹16,255.68 |
| 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 | 58.8 | cum | 1,720 ₹1,01,136 | 1,440 ₹84,672 Lowest | 2,433.85 ₹1,43,110.38 | 2,093.21 ₹1,23,080.75 | 2,317.48 ₹1,36,267.82 | 2,242.98 ₹1,31,887.22 |
| 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) | 105.96 | cum | 6,590 ₹6,98,276.4 | 6,135 ₹6,50,064.6 Lowest | 9,340.91 ₹9,89,762.82 | 8,033.55 ₹8,51,234.96 | 8,894.28 ₹9,42,437.91 | 8,608.33 ₹9,12,138.65 |
| 1.00 | OD106176/2026-2027:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for
reuse for any thickness of walls in DR masonry including disposal of debris within a distance of
150m | 6.3 | cum | 560 ₹3,528 Lowest | 636.87 ₹4,012.28 | 770.77 ₹4,855.85 | 662.89 ₹4,176.21 | 733.91 ₹4,623.63 | 710.32 ₹4,475.02 |
| 1.01 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 3.78 | cum | 313 ₹1,183.14 Lowest | 364.87 ₹1,379.21 | 431.21 ₹1,629.97 | 370.86 ₹1,401.85 | 410.59 ₹1,552.03 | 397.39 ₹1,502.13 |
| 1.01 | OD106178/2026-2027:(OD From DAR 60.7.58) DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without
concrete levelling course using departmental rubble including packing to compactness
to lines and levels, labour charges etc. complete as per direction of Departmental
officers at site | 4.72 | cum | 1,300 ₹6,142.5 | 1,200 ₹5,670 Lowest | 1,745.88 ₹8,249.28 | 1,501.52 ₹7,094.68 | 1,661.91 ₹7,852.52 | 1,608.96 ₹7,602.34 |
| 1.01 | OD106177/2026-2027:(OD from DAR 60.7.1) DRY RUBBLE MASONRY _ Dry rubble without concrete levelling
course masonry with good quality blasted rubble including packing to compactness to lines and
levels cost and conveyance of all materials labor charges etc. complete as per direction of
Departmental officers at site | 5.88 | cum | 2,999 ₹17,634.12 | 2,550 ₹14,994 Lowest | 4,063.28 ₹23,892.09 | 3,494.58 ₹20,548.13 | 3,869 ₹22,749.72 | 3,744.61 ₹22,018.31 |
| 1.01 | 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) | 0.53 | cum | 6,680 ₹3,507 Lowest | 7,020 ₹3,685.5 | 9,331.59 ₹4,899.08 | 8,025.53 ₹4,213.4 | 8,885.41 ₹4,664.84 | 8,599.74 ₹4,514.86 |
Tender Value
₹12.7 L
EMD Value
₹31,771
Closing Date
24 Sept 2026, 5:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer, LIDEW Section,LSGD,Pattithara Grama Panchayat Thalakkasseri PO , Pattithara Pin Code 679534
Road Construction
2026_LSGD_869413_1
01/AELSGD/PTRA/CMLRRP/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Pattithara GP
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹31,771
Yes
28 Sept 2026
16 Sept 2026
28 Sept 2026
16 Sept 2026
24 Sept 2026
16 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Rennovation | |||||
| 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. | 234 | sqm | - | - |
| 1.002 | 3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means 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. | 354 | sqm | - | - |
| 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 | 58.8 | 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) | 105.96 | cum | - | - |
| 1.005 | OD106176/2026-2027:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for
reuse for any thickness of walls in DR masonry including disposal of debris within a distance of
150m | 6.3 | cum | - | - |
| 1.006 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 3.78 | cum | - | - |
| 1.007 | OD106178/2026-2027:(OD From DAR 60.7.58) DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without
concrete levelling course using departmental rubble including packing to compactness
to lines and levels, labour charges etc. complete as per direction of Departmental
officers at site | 4.73 | cum | - | - |
| 1.008 | OD106177/2026-2027:(OD from DAR 60.7.1) DRY RUBBLE MASONRY _ Dry rubble without concrete levelling
course masonry with good quality blasted rubble including packing to compactness to lines and
levels cost and conveyance of all materials labor charges etc. complete as per direction of
Departmental officers at site | 5.88 | cum | - | - |
| 1.009 | 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) | 0.53 | cum | - | - |
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