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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAccepted-AOC ARUNODAYAM HOUSE KAYANNA BUSS P O PERAMBRA VIA 673525 KOZHIKODE DISTRICT KOYILANDI TALUK KAYA VILLAGE | KOZHIKODE | KERALA | 673525 | L1 | Accepted-AOC Agmt executed | |
| 2 | L2₹6.9 L+₹13,558 (1.99%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical KODASSERY PARAMBIL H LESWARAM P O OMASSERY 673 582 | OMASSERY | KOZHIKODE | KERALA | 673582 | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | GIREESH KUMAR KOMATH L4 | GOVINDAN NAIR N M L1 | AHAMMED KUTTY L3 | AMEER L2 |
|---|---|---|---|---|---|---|---|
| 1.00New Road Concreting With side wall | |||||||
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 35.97 | cum | 60.5 ₹2,176.19 | 50.61 ₹1,820.44 Lowest | 150 ₹5,395.5 | 51.62 ₹1,856.77 |
| 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 | 22.02 | cum | 436.97 ₹9,622.08 | 325.63 ₹7,170.37 | 280 ₹6,165.6 Lowest | 332.12 ₹7,313.28 |
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits 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 | 142.4 | cum | 576.96 ₹82,161.41 | 488.76 ₹69,601.38 Lowest | 650 ₹92,562.6 | 498.5 ₹70,988.39 |
| 1.00 | OD35301/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site (OD from DAR 60.7.1) | 82.49 | cum | 3,668.39 ₹3,02,616.5 | 3,068.45 ₹2,53,125.65 Lowest | 3,350 ₹2,76,351.55 | 3,129.59 ₹2,58,169.27 |
| 1.00 | 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 | 0.3 | tonne | 88,994.4 ₹26,431.34 | 74,440.11 ₹22,108.71 Lowest | 1,05,000 ₹31,185 | 75,923.35 ₹22,549.23 |
| 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 | 8.45 | cum | 9,220.8 ₹77,897.32 | 7,713.07 ₹65,160.02 Lowest | 7,800 ₹65,894.4 | 7,866.76 ₹66,458.39 |
| 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 | 20.03 | cum | 2,953.92 ₹59,169.97 | 2,470.86 ₹49,493.8 Lowest | 2,725 ₹54,584.48 | 2,520.09 ₹50,479.92 |
| 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) | 30.05 | cum | 8,433.1 ₹2,53,389.36 | 7,053.93 ₹2,11,949.43 Lowest | 7,850 ₹2,35,868.95 | 7,194.48 ₹2,16,172.54 |
Tender Value
₹8.5 L
EMD Value
₹21,184
Closing Date
9 Aug 2025, 6:00 pmClosed
Assistant Engineer
Office of The Assistant Executive Engineer LID and EW Sub Division Balussery
Road works
2025_LSGD_781503_1
08/25-26/AE/BLY
Open Tender
Civil Works - Roads
Item Rate
300 days
Kottur
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,184
Yes
8 Oct 2025
2 Aug 2025
11 Aug 2025
2 Aug 2025
9 Aug 2025
2 Aug 2025
Amount
New Road Concreting With side wall
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
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
3.4:Construction of Embankment with Material Obtained from Borrow Pits 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
OD35301/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site (OD from DAR 60.7.1)
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
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
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)
AMEER (BID ID -2278929)
AHAMMED KUTTY (BID ID -2280527)
GIREESH KUMAR KOMATH (BID ID -2280491)
Bidder Name
GOVINDAN NAIR N M
AHAMMED KUTTY
GIREESH KUMAR KOMATH
AMEER
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