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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAccepted-AOC | L1 | Accepted-AOC LOWEST AMOUNT | |
| 2 | Rejected-Technical NOT SPECIFIED | FARIDABAD | HARYANA | 121004 | - | Rejected-Technical L4 | |
| 3 | Rejected-Technical VALLIYAR AROOR P O | AROOR | KERALA | - | Rejected-Technical L2 | |
| 4 | Rejected-Technical PALAKKAD | KERALA | 678001 | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | Augustine Dixon.E L2 | P S Sunilkumar L1 | Abraham L4 | BIJO KURIAKOSE L3 |
|---|---|---|---|---|---|---|---|
| 1.00Road Tiling | |||||||
| 1.00 | 11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 3 | cum | 941.83 ₹2,825.49 | 735.86 ₹2,207.58 Lowest | 879.67 ₹2,639.01 | 780 ₹2,340 |
| 1.00 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 7.95 | cum | 6,847.77 ₹54,439.77 | 5,664.31 ₹45,031.26 Lowest | 6,395.82 ₹50,846.77 | 6,500 ₹51,675 |
| 1.00 | 11.6.3.2:Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.<br>III. Random Rubble Masonry <br>(ii) In cement mortar 1:4 | 1.05 | cum | 9,367.58 ₹9,835.96 | 7,842.9 ₹8,235.05 Lowest | 8,749.32 ₹9,186.79 | 8,300 ₹8,715 |
| 1.00 | OD452489/2025-2026: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)Gravel | 117.9 | cum | 1,200.16 ₹1,41,498.86 | 1,125.27 ₹1,32,669.33 Lowest | 1,223.32 ₹1,44,229.43 | 1,150 ₹1,35,585 |
| 1.00 | 4.1.A.3: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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.<br> (iii) For Grading III Material | 39.3 | cum | 3,102.77 ₹1,21,938.86 | 2,909.48 ₹1,14,342.56 Lowest | 3,167.2 ₹1,24,470.96 | 2,950 ₹1,15,935 |
| 1.01 | OD452485/2025-2026:Providing and Laying Interlocking concrete block pavements having thickness 80 mm
over 50mm thick crushed stone chips of 6.7 mm size as per drawings and technical
specification clause 1504 (BASED ON 6.7.1) | 366.8 | sqm | 1,030.63 ₹3,78,035.08 | 966.43 ₹3,54,486.52 Lowest | 1,052.04 ₹3,85,888.27 | 1,090 ₹3,99,812 |
| 1.01 | 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) | 3.83 | cum | 8,750.83 ₹33,533.18 | 7,882.21 ₹30,204.63 Lowest | 8,932.54 ₹34,229.49 | 8,900 ₹34,104.8 |
Tender Value
₹8.0 L
EMD Value
₹20,115
Closing Date
2 Mar 2026, 4:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer Aroor GP
AROOR GRAMAPANCHAYTH PRO NO-493/25-26 TILE PAVING OF OTHIKAANPARAMBU KANDETHARA ROAD IN WARD 15
2026_LSGD_839559_1
CELSGD/TR/5617/2026_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
120 days
Aroor Gramapanchayath
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,775
₹20,115
7 May 2026
23 Feb 2026
4 Mar 2026
23 Feb 2026
2 Mar 2026
23 Feb 2026
Road Tiling
11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth
75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
11.6.3.2:Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.<br>III. Random Rubble Masonry <br>(ii) In cement mortar 1:4
OD452489/2025-2026: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)Gravel
4.1.A.3: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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.<br> (iii) For Grading III Material
OD452485/2025-2026:Providing and Laying Interlocking concrete block pavements having thickness 80 mm over 50mm thick crushed stone chips of 6.7 mm size as per drawings and technical specification clause 1504 (BASED ON 6.7.1)
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)
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