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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.6 LAccepted-AOC | ₹5.6 L | 1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | SIVADAS C L2 | BIJU. K L1 |
|---|---|---|---|---|---|
| 1.00ROAD | |||||
| 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 | 77.28 | cum | 3,337.88 ₹2.6 L | 3,167.65 ₹2.4 L |
| 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) | 20.4 | cum | 9,563.75 ₹2.0 L | 9,076 ₹1.9 L |
| 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 | 8.64 | cum | 941.83 ₹8,137.41 | 893.8 ₹7,722.43 |
| 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 | 1.44 | cum | 9,001.46 ₹12,962.10 | 8,542.39 ₹12,301.04 |
| 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) | 2.16 | cum | 9,304.36 ₹20,097.42 | 8,829.84 ₹19,072.45 |
| 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 | 8.4 | cum | 10,457.41 ₹87,842.24 | 9,924.08 ₹83,362.27 |
| 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 | 0.08 | tonne | 1,00,926.12 ₹7,670.39 | 95,778.89 ₹7,279.20 |
| 1.01 | OD385969/2025-2026:Supplyingand providing readymade Name board with all conveyance,labour and hire charges
etccomplete using hollow tubeof size 80x40x1.4mm post,40x20x1.4mm outer frame,0.6mm
thick iron sheet of size 90x60cm with two coat ofenamel painting over a coat ofprimer, lettering
with suitable colour and size, fixing the post inground with CC etc complete | 1 | no | 3,064.86 ₹3,064.86 | 2,908.55 ₹2,908.55 |
Updated dates
Tender Value
₹5.9 L
EMD Value
₹14,821
Closing Date
2 Mar 2026, 2:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER OFFICE DIST PANCHAYAT
MLA-SDF-MLA SDF 2025-2026 MALAMPUZHA KUNNUMPARA THODU CULVERT APROACH ROAD IN ELAPULLY GP
2026_LSGD_836140_5
18/ET/EE/2025-26 DT-11/02/2026
Open Tender
Civil Works - Others
240 days
DISTRICT PANCHAYATH PALAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,310
Yes
₹14,821
Yes
22 May 2026
16 Feb 2026
2 Mar 2026
16 Feb 2026
2 Mar 2026
16 Feb 2026
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
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)
11.1.1.1: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
12.5.1.1: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
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
OD385969/2025-2026:Supplyingand providing readymade Name board with all conveyance,labour and hire charges etccomplete using hollow tubeof size 80x40x1.4mm post,40x20x1.4mm outer frame,0.6mm thick iron sheet of size 90x60cm with two coat ofenamel painting over a coat ofprimer, lettering with suitable colour and size, fixing the post inground with CC etc complete
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