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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.8 LAccepted-AOC | ₹6.8 L | 1 | Accepted-AOC L1 |
| 2 | Rejected-Technical MADATHODI HOUSE VILAYUR PO | WAYANAD | KERALA | 670644 | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | NOUSHAD POOVATHINGAL L1 | VISHNUJITH.M L2 |
|---|---|---|---|---|---|
| 1.00SAMAGRAVIKASANAM - CONCRETE( PIPE LINE PORTION) | |||||
| 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 | 54.4 | cum | 354.58 ₹19,289.15 | 373.95 ₹20,342.88 |
| 1.00 | OD438980/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) by mix in place method normal. Construction of granular sub-base , spreading in uniform layers manually mixing by mix in place method and compacting with rammers to achieve the desired density, complete as per Clause 401.4 as per Technical Specification Clause 408 | 23.2 | cum | 2,524.97 ₹58,579.30 | 2,663.32 ₹61,789.02 |
| 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) | 34.8 | cum | 7,679.69 ₹2.7 L | 8,099.86 ₹2.8 L |
| 1.00 | OD108711/2025-2026:Providing and fixing Name board of size 60x45 cm using 1mm thick MS sheet and 25x25x4mm angle section and fixing in 150cm (120cm above GL and 30cm below GL) overall height (25x25x4mm angle section)post including fixing in 20x20x30cmconcrete block below ground level | 1 | each | 1,290.29 ₹1,290.29 | 1,360.99 ₹1,360.99 |
| 2.00SAMAGRAVIKASANAM - ROAD FORMATION | |||||
| 2.00 | 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 | 7.42 | cum | 756.28 ₹5,615.38 | 797.73 ₹5,923.15 |
| 2.00 | 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 | 2.48 | cum | 7,228.17 ₹17,889.72 | 7,624.24 ₹18,869.99 |
| 2.00 | 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 | 24.38 | cum | 8,397.3 ₹2.0 L | 8,857.43 ₹2.2 L |
| 2.00 | 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 | 1.3 | tonne | 81,043.7 ₹1.1 L | 85,484.42 ₹1.1 L |
Tender Value
₹8.5 L
EMD Value
₹21,175
Closing Date
28 Feb 2026, 4:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
ASSISTANT EXECUTIVE ENGINEER OFFICE DIST PANCHAYAT PALAKKAD
Annual Plan-DP 2025-26 ANDATH NAGAR SAMAGRAVIKASANAM WARD - 2 IN MUTHUTHALA GP
2026_LSGD_838427_17
12/AEE/2025-26 DT-11/02/26
Open Tender
Civil Works - Others
180 days
DISTRICT PANCHAYATH PALAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,175
Yes
23 May 2026
20 Feb 2026
2 Mar 2026
20 Feb 2026
28 Feb 2026
20 Feb 2026
SAMAGRAVIKASANAM - CONCRETE( PIPE LINE PORTION)
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
OD438980/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) by mix in place method normal. Construction of granular sub-base , spreading in uniform layers manually mixing by mix in place method and compacting with rammers to achieve the desired density, complete as per Clause 401.4 as per Technical Specification Clause 408
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)
OD108711/2025-2026:Providing and fixing Name board of size 60x45 cm using 1mm thick MS sheet and 25x25x4mm angle section and fixing in 150cm (120cm above GL and 30cm below GL) overall height (25x25x4mm angle section)post including fixing in 20x20x30cmconcrete block below ground level
SAMAGRAVIKASANAM - ROAD FORMATION
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
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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