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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-AOC PANDARAPARAMBIL HOUSE PIZHALA P O | L1 | Accepted-AOC L1 | |
| 2 | L2₹8.9 L+₹38,632.81 (4.56%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | P V JOSEPH L1 | PYNADATH VARGHESE STEPHEN L2 |
|---|---|---|---|---|---|
| 1.00constrution of road and drain | |||||
| 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 | 35.42 | cum | 441.5 ₹15,640.14 Lowest | 441.5 ₹15,640.14 Lowest |
| 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 | 3.38 | cum | 9,001.46 ₹30,379.93 Lowest | 9,001.46 ₹30,379.93 Lowest |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 7.4 | cum | 8,796.86 ₹65,096.76 Lowest | 8,796.86 ₹65,096.76 Lowest |
| 1.00 | 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) | 0.62 | cum | 9,186.73 ₹5,723.33 Lowest | 9,186.73 ₹5,723.33 Lowest |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 9.13 | cum | 9,887.04 ₹90,278.56 Lowest | 9,887.04 ₹90,278.56 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.94 | tonne | 1,00,437.31 ₹94,411.07 Lowest | 1,00,437.31 ₹94,411.07 Lowest |
| 1.01 | OD229106/2025-2026:Dry rubble masonry with good quality blasted rubble including conveyance of materials and labour charges etc. complete as per direction of departmental officers at site. Modified 60.7.1 | 32.8 | cum | 4,160.22 ₹1,36,455.22 Lowest | 4,160.22 ₹1,36,455.22 Lowest |
| 1.01 | OD208623/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 17.77 | cum | 1,822.7 ₹32,398.49 Lowest | 1,822.7 ₹32,398.49 Lowest |
| 1.01 | 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 | 17.77 | cum | 3,337.88 ₹59,330.82 Lowest | 3,337.88 ₹59,330.82 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,174
Closing Date
7 Jan 2026, 5:00 pmClosed
Assistant Engineer
Office of the Assistant Executive Engineer LID and EW Edappilly Block Panchayath Kakkanad Pin 682030
Road
2025_LSGD_824162_1
1(16)/AE/EBP/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Kakkanad
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,174
Yes
4 Mar 2026
30 Dec 2025
12 Jan 2026
30 Dec 2025
7 Jan 2026
30 Dec 2025
constrution of road and drain
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
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
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
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)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD229106/2025-2026:Dry rubble masonry with good quality blasted rubble including conveyance of materials and labour charges etc. complete as per direction of departmental officers at site. Modified 60.7.1
OD208623/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
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
OD208625/2025-2026:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydralic blocks of approved size, design and shape laid in crushed stone chipping 6.7mm size 100mm passing 9.5 mm and retained on 2.36mm using plate vibrator etc. as per the departmental specification
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)
OD230012/2025-2026:Taking out existing CC paver blocks footpath/central verge, including removal of rubbish etc. disposal of unserviceable materials to dumping ground,for which payment shall be made separately and stacking of serviceable material within 50 m lead as per direction of Engineer-in charge.
OD208624/2025-2026:Engaging Mancoolies
OD232223/2025-2026: Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)
OD387165/2025-2026:Supplying and fixing in place granite nameboard of slab area less than 0.9sqm including engraving and painting letters etc complete as per direction of Engineer incharge at site
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