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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.8 LAdmitted-Fee/PreQual/Technical/Finance 1 KOLAPRO | KOTTAYAM | KERALA | 686102 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹5.1 L+₹25,578.85 (5.29%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | MAMACHAN N J L2 | JALEEL JABBAR L1 |
|---|---|---|---|---|---|
| 1.00PAVER BLOCK | |||||
| 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. | 366 | sqm | 16.01 ₹5,859.66 | 15.2 ₹5,563.2 Lowest |
| 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. | 20.85 | cum | 2,484.07 ₹51,795.34 | 2,359.86 ₹49,205.44 Lowest |
| 1.00 | OD12304/2026-2027:Supplying and laying interlocking tile 80 mm or nearest size thickness, minimum strength M 30 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. (Labou & Material observed from 55.23 of MORTH data) | 278.38 | sqm | 1,077.31 ₹2,99,896.17 | 1,023 ₹2,84,777.63 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) | 6.29 | cum | 9,554.21 ₹60,048.21 | 9,076 ₹57,042.66 Lowest |
| 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) | 9.2 | cum | 9,563.71 ₹87,995.7 | 9,084 ₹83,581.88 Lowest |
| 1.01 | OD12308/2026-2027:Providing and fixing Name Board -Granite of size 0.6 *0.6 M | 1 | each | 3,071.58 ₹3,071.58 | 2,917 ₹2,917 Lowest |
Tender Value
Refer Docs
EMD Value
₹12,709
Closing Date
22 Sept 2026, 6:00 pmClosed
ASSISTANT ENGINEER
AE, LIDEW, VELLIYAMATTOM G.P
Pro. No. 59 Renovation of Elamdesam PHC Road in Ward 3
2026_LSGD_868829_3
3/AE/LIDVLTM/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
ELAMDESOM
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,125
Yes
₹12,709
Yes
24 Sept 2026
10 Sept 2026
23 Sept 2026
10 Sept 2026
22 Sept 2026
10 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1PAVER BLOCK | |||||
| 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. | 366 | 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. | 20.85 | cum | - | - |
| 1.003 | OD12304/2026-2027:Supplying and laying interlocking tile 80 mm or nearest size thickness, minimum strength M 30 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. (Labou & Material observed from 55.23 of MORTH data) | 278.38 | sqm | - | - |
| 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) | 6.29 | cum | - | - |
| 1.005 | 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) | 9.2 | cum | - | - |
| 1.006 | OD12308/2026-2027:Providing and fixing Name Board -Granite of size 0.6 *0.6 M | 1 | each | - | - |
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