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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹3.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.8 L+₹12,192.74 (3.30%)Admitted-Fee/PreQual/Technical/Finance | ₹3.8 L+₹12,192.74 (3.30%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹4.1 L+₹37,777.25 (10.2%)Admitted-Fee/PreQual/Technical/Finance | ₹4.1 L+₹37,777.25 (10.2%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹4.2 L+₹53,669.74 (14.5%)Admitted-Fee/PreQual/Technical/Finance | ₹4.2 L+₹53,669.74 (14.5%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹4.4 L+₹74,833.55 (20.2%)Admitted-Fee/PreQual/Technical/Finance | ₹4.4 L+₹74,833.55 (20.2%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | N M SADANANDAN L4 | CHIMMANI SASIDHARAN L5 | K K THAMBAN L1 | Mithun Viswanath L2 | K JISHNU L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00Road Conrete | ||||||||
| 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. | 294 | sqm | 14.94 ₹4,392.36 | 15.69 ₹4,612.86 | 13.04 ₹3,833.76 Lowest | 13.48 ₹3,963.12 | 14.94 ₹4,392.36 |
| 1.00 | OD16737/2026-2027:Granular sub-base/base/surface course with serviceable materials available (departmental material) during scarfing of existing road. Construction of granular sub-base withdepartmental 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. (Modified 4.11.2) | 14.99 | cum | 190.13 ₹2,850.81 | 199.64 ₹2,993.4 | 166.02 ₹2,489.3 Lowest | 171.48 ₹2,571.17 | 184.68 ₹2,769.09 |
| 1.00 | 4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material | 7.06 | cum | 3,170.13 ₹22,368.44 | 3,328.64 ₹23,486.88 | 2,768.15 ₹19,532.07 Lowest | 2,859.46 ₹20,176.35 | 3,124 ₹22,042.94 |
| 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) | 44.1 | cum | 8,926.14 ₹3,93,642.77 | 9,372.45 ₹4,13,325.05 | 7,794.32 ₹3,43,729.51 Lowest | 8,051.4 ₹3,55,066.74 | 8,575 ₹3,78,157.5 |
Tender Value
₹4.2 L
EMD Value
₹10,581
Closing Date
16 Sept 2026, 6:00 pmClosed
Martin Charles
LID EW Section Payam GP
Payam Gramapanchayath 2026-27 Project NO 56/2027-GADHI NAGAR OTTAKOMBANCHAL ROAD MAINTENANCE - General Civil Work
2026_LSGD_868029_4
01/2026-27/AE/LID EW/PGP
Open Tender
Civil Works - Roads
Item Rate
180 days
Payam Grama Panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,581
Yes
18 Sept 2026
8 Sept 2026
18 Sept 2026
8 Sept 2026
16 Sept 2026
8 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Conrete | |||||
| 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. | 294 | sqm | - | - |
| 1.002 | OD16737/2026-2027:Granular sub-base/base/surface course with serviceable materials available (departmental material) during scarfing of existing road. Construction of granular sub-base withdepartmental 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. (Modified 4.11.2) | 14.99 | cum | - | - |
| 1.003 | 4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material | 7.06 | 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) | 44.1 | cum | - | - |
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