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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAccepted-AOC | ₹3.3 L | L1 | Accepted-AOC Lowest |
| 2 | L2₹3.4 LRejected-Finance | ₹3.4 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | BIJU M MATHEW L1 | HRITHIQUE L2 |
|---|---|---|---|---|---|
| 1.00Drainage construction | |||||
| 1.00 | 2.7.B:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.(B) Rubble Stone Masonry in Cement Mortar | 0.64 | cum | 763 ₹488.32 | 800 ₹512 |
| 1.00 | OD304100/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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 manually to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 3.42 | cum | 3,285.44 ₹11,236.2 | 4,000 ₹13,680 |
| 1.00 | 11.1.1.1: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. I. Ordinary soil (i) Upto 3 m depth | 29.23 | cum | 941.83 ₹27,529.69 | 999 ₹29,200.77 |
| 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) | 5.13 | cum | 9,563.75 ₹49,062.04 | 9,999 ₹51,294.87 |
| 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 grade M 10 (i) Nominal mix 1:3:6 | 2.64 | cum | 9,001.46 ₹23,763.85 | 9,999 ₹26,397.36 |
| 1.01 | 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 | 12.32 | cum | 10,457.41 ₹1,28,835.29 | 10,500 ₹1,29,360 |
| 1.01 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.88 | tonne | 1,00,926.12 ₹88,310.36 | 1,00,999 ₹88,374.13 |
Tender Value
₹3.3 L
EMD Value
₹8,231
Closing Date
3 Feb 2026, 11:00 amClosed
AE VADAKKENCHERRY
AE VADAKKENCHERRY
Annual Plan LID EW Vadakkenchery GP 2025 - 26 Construction of Kanakkanthuruthi School Drainage Project.No. 107/26
2026_LSGD_829722_26
ET/02/2025-26/AE/LIDEW/VDY
Open Tender
Civil Works - Roads
240 days
VADAKKENCHERRY GRAMA PANCHAYATH
Please refer Tender documents.
7 documents required · 7 mandatory
₹730
Yes
₹8,231
Yes
20 Jun 2026
24 Jan 2026
4 Feb 2026
24 Jan 2026
3 Feb 2026
24 Jan 2026
24 Jan 2026 - 3 Feb 2026
Drainage construction
2.7.B:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.(B) Rubble Stone Masonry in Cement Mortar
OD304100/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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 manually to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
11.1.1.1: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. I. Ordinary soil (i) Upto 3 m depth
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)
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 grade M 10 (i) Nominal mix 1:3:6
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
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
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