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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAccepted-AOC CHADAYAMANGALAM BLOCK PANCHAYAT OFFICE KERALA | KANNUR | KERALA | 670511 | ₹4.0 L | L1 | Accepted-AOC L1 accepted |
| 2 | Rejected-Technical RAJEYARAM AMARAVILA P K BADYATTINMERAM THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | ANIL R S L1 | SHIBU V L2 |
|---|---|---|---|---|---|
| 1.00Construction of Ambalamkunnu-Mullanipacha Road in Kummil GP | |||||
| 1.00 | 11.1.5:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.V. Marshy soil | 14.5 | cum | 1,667.38 ₹24,177.01 | 1,765.92 ₹25,605.84 |
| 1.00 | OD173145/2025-2026:DR packing under foundation - dry stone packing under foundation with good quality blastyed rubble including conveyance of material and labour etc complete as per the direction of the officers at site. | 3 | cum | 2,958.45 ₹8,875.35 | 3,133.29 ₹9,399.87 |
| 1.00 | OD173733/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 1.5 | cum | 8,172.31 ₹12,258.47 | 8,655.27 ₹12,982.91 |
| 1.00 | 12.5.1.1: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 I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 3.75 | cum | 8,785.18 ₹32,944.43 | 9,304.36 ₹34,891.35 |
| 1.00 | 12.5.3: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 III. R.C.C grade M 20 | 1.2 | cum | 9,873.89 ₹11,848.67 | 10,457.41 ₹12,548.89 |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 0.3 | cum | 8,674.11 ₹2,602.23 | 9,186.73 ₹2,756.02 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.14 | tonne | 94,832.91 ₹13,086.94 | 1,00,437.31 ₹13,860.35 |
| 1.01 | OD173128/2025-2026:Surface dressing of the ground in all kinds of soil including vegetations and inequalities not exeeding | 210 | per sqm | 34.7 ₹7,287 | 36.75 ₹7,717.5 |
| 1.01 | 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) | 31.5 | cum | 9,030.09 ₹2,84,447.84 | 9,563.75 ₹3,01,258.13 |
Tender Value
₹4.2 L
EMD Value
₹10,583
Closing Date
3 Mar 2026, 5:30 pmClosed
VINODKUMAR B
BLOCK PANCHAYAT CHADAYAMANGALAM
MLA-SDF-CDLM BP-2024-25 .Chadayamangalam LAC Construction of Ambalamkunnu-Mullanipacha Road in Kummil GP-General Civil Work
2026_CRD_838678_1
B4-101/26
Open Tender
Civil Works - Roads
BLOCK PANCHAYAT CHADAYAMANGALAM
Please refer Tender documents.
4 documents required · 4 mandatory
₹935
Yes
₹10,583
Yes
18 May 2026
23 Feb 2026
5 Mar 2026
23 Feb 2026
3 Mar 2026
23 Feb 2026
Construction of Ambalamkunnu-Mullanipacha Road in Kummil GP
11.1.5:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.V. Marshy soil
OD173145/2025-2026:DR packing under foundation - dry stone packing under foundation with good quality blastyed rubble including conveyance of material and labour etc complete as per the direction of the officers at site.
OD173733/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
12.5.1.1: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 I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
12.5.3: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 III. R.C.C grade M 20
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD173128/2025-2026:Surface dressing of the ground in all kinds of soil including vegetations and inequalities not exeeding
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)
3.3:Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
OD173129/2025-2026:supplaying and fixing information name board of size 75x60 cm using 40 mmdia GI pipe as post ,1 mm ms steel surrounded by ms angle including painting lettering and fixing in concrete etc. complete.
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