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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.0 LAccepted-AOC | ₹14.0 L | L1 | Accepted-AOC Agreement executed |
| Sl No | Description | Qty | Unit | P S Sunilkumar L1 |
|---|---|---|---|---|
| 1.00Drain | ||||
| 1.00 | OD314829/2025-2026:Bailing out water using 5HP Pump-Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fule,lubrication oil and other stores,pay of staff etc complete. | 32 | hour | 586.79 ₹18,777.28 |
| 1.00 | OD314832/2025-2026:Ring Bund Type 1- Putting up ring bund a per approved shade 2.5m bottom width,1m top width
using empty gunny/polythene bags flled with earth placed in 2 rows at .6m apart and filled in
between with puddle clay to form bund for an average height 2.00m including | 8 | metre | 2,057.12 ₹16,456.96 |
| 1.00 | 14.8:Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 | 2.39 | cum | 4,767.95 ₹11,414.47 |
| 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 | 59.56 | cum | 857.65 ₹51,085.92 |
| 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 | 11.3 | cum | 9,001.46 ₹1.0 L |
| 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 | 43.62 | cum | 10,457.41 ₹4.6 L |
| 1.01 | 13.1.2:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C M 25 | 6.26 | cum | 11,947.75 ₹74,792.92 |
| 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 | 4.07 | tonne | 92,496.03 ₹3.8 L |
| 1.01 | OD314937/2025-2026:Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (WITH POWER ROLLER) | 35.16 | cum | 1,311.65 ₹46,117.61 |
Tender Value
₹14.4 L
EMD Value
₹35,945
Closing Date
23 Jan 2026, 11:00 amClosed
Block Development Officer
Block Development Officer Pattanakkad Pattanakkad P O
MPLADS 2025 26 Adv Jebi Mather MP Rajya Sabha Construction of Sadanam Chongamthara road Ward 14 Kuthiyathodu Grama Panchayath General Civil Work
2025_CRD_823745_2
104/BDO/PTKD/25
Open Tender
Civil Works - Roads
180 days
Pattanakkad B P
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,760
Yes
₹35,945
Yes
2 May 2026
16 Jan 2026
24 Jan 2026
16 Jan 2026
23 Jan 2026
16 Jan 2026
Drain
OD314829/2025-2026:Bailing out water using 5HP Pump-Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fule,lubrication oil and other stores,pay of staff etc complete.
OD314832/2025-2026:Ring Bund Type 1- Putting up ring bund a per approved shade 2.5m bottom width,1m top width using empty gunny/polythene bags flled with earth placed in 2 rows at .6m apart and filled in between with puddle clay to form bund for an average height 2.00m including
14.8:Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
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
13.1.2:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C M 25
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
OD314937/2025-2026:Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (WITH POWER ROLLER)
4.1.A.3: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. (iii) For Grading III Material
13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4
OD382364/2025-2026:Providing and laying of interlocking Concrete Block Pavements having thickness 80mm over 50 mm thick crushed stones of 6.70mm size as per drawing and technical specifications etc
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)
OD314830/2025-2026: Granite for name board of size 75 cm x 60 cm with letters
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