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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.9 LAccepted-AOC | ₹7.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹8.0 LRejected-Finance | ₹8.0 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | T. MUHAMMED SADATHALI L1 | SAJI THOMAS L2 |
|---|---|---|---|---|---|
| 1.00Road | |||||
| 1.00 | 3.5.2
Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections | 64.88 | cum | 66.84 ₹4,336.25 | 70 ₹4,541.25 |
| 1.00 | 4.1.A.1
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. (i) For Grading I Material | 38.92 | cum | 3,337.88 ₹1,29,926.98 | 3,350 ₹1,30,398.75 |
| 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 course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 38.92 | cum | 9,563.75 ₹3,72,268.97 | 9,600 ₹3,73,680 |
| 1.00 | 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 | 4.8 | cum | 441.5 ₹2,119.2 | 450 ₹2,160 |
| 1.00 | 11.4.1.1
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C gradeM 10 (i) Nominal mix 1:3:6 | 1.2 | cum | 9,001.46 ₹10,801.75 | 9,050 ₹10,860 |
| 1.01 | 12.5.2.1
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m II. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 10.6 | cum | 10,063.4 ₹1,06,672.04 | 10,099 ₹1,07,049.4 |
| 1.01 | 12.6
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.14 | tonne | 1,00,926.12 ₹13,927.8 | 1,00,950 ₹13,931.1 |
| 1.01 | OD357591/2025-2026
Supplying and fixing Granite Name board 0.90mx0.75m with CC1:2:4, 1.00mx1.00m | 1 | no | 5,698.2 ₹5,698.2 | 5,700 ₹5,700 |
| 2.00Hand rail | |||||
Tender Value
Refer Docs
EMD Value
₹19,790
Closing Date
16 Jun 2026, 3:00 pmClosed
ENGINEER (PROJECTS)
KEL MAMALA KOCHI
MLA-SDF-Pattambi LAC-2024-25-Construction of Kunnathpadi Vadakkumchal Road in Vallapuzha GP, Palakkad District
2026_KEL_854958_1
KRO/BDC/2418/2026
Open Tender
Civil Works - Roads
KEL MAMALA KOCHI
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,870
₹19,790
Yes
8 Jul 2026
9 Jun 2026
17 Jun 2026
9 Jun 2026
16 Jun 2026
9 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road | |||||
| 1.001 | 3.5.2
Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections | - | cum | - | - |
| 1.002 | 4.1.A.1
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. (i) For Grading I Material | 1 | cum | - | - |
| 1.003 | 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 course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 1 | cum | - | - |
| 1.004 | 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 | 1 | cum | - | - |
| 1.005 | 11.4.1.1
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C gradeM 10 (i) Nominal mix 1:3:6 | 1 | cum | - | - |
| 1.006 | 12.5.2.1
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m II. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 1 | cum | - | - |
| 1.007 | 12.6
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | - | tonne | - | - |
| 1.008 | OD357591/2025-2026
Supplying and fixing Granite Name board 0.90mx0.75m with CC1:2:4, 1.00mx1.00m | - | no | - | - |
| 2Hand rail | |||||
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