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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.2 LAccepted-AOC KAYANNA BAZAR KAYANNA P O KOZHIKODE | L1 | Accepted-AOC selected as per GD | |
| 2 | L2₹6.7 L−₹43,924.61 (6.14%)Rejected-AOC ALAYULLA KANNAN KANDY CHANGAROTH | L2 | Rejected-AOC High rate hence rejected | |
| 3 | L3₹7.1 L−₹5,083.54 (0.71%)Rejected-AOC KALPATHOOR MEPPAYUR VATAKARA KOZHIKODE 673525 | KOZHIKODE | KERALA | 673525 | L3 | Rejected-AOC High rate hence rejected | |
| 4 | L4₹7.1 L−₹5,082.29 (0.71%)Rejected-AOC | L4 | Rejected-AOC High rate hence rejected | |
| 5 | L5₹7.2 L+₹0.26 (<0.01%)Rejected-AOC | L5 | Rejected-AOC High rate hence rejected |
| Sl No | Description | Qty | Unit | M.M. BALAKRISHNAN L2 | KAIRALI LABOUR CONTRACT CO OPERATIVE SOCIETY LIMITED NO D3251 L4 | A K SADANANDAN L1 | ABDURAHIMAN L6 | SANIL KUMAR L5 | VALSAN M L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Road | |||||||||
| 1.00 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (D) Dry Rubble Masonry | 20.75 | cum | 370.25 ₹7,682.69 | 622 ₹12,906.5 | 354 ₹7,345.5 Lowest | 401.63 ₹8,333.82 | 372.91 ₹7,737.88 | 370.26 ₹7,682.9 |
| 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 | 10.24 | cum | 340.23 ₹3,483.27 | 340 ₹3,480.92 | 325 ₹3,327.35 Lowest | 369.06 ₹3,778.44 | 342.66 ₹3,508.15 | 340.23 ₹3,483.27 |
| 1.00 | OD35972/2025-2026:DR with Departmental. Stone -
DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | 12.45 | cum | 1,377.53 ₹17,150.25 | 1,390 ₹17,305.5 | 1,318 ₹16,409.1 Lowest | 1,494.27 ₹18,603.66 | 1,387.38 ₹17,272.88 | 1,377.54 ₹17,150.37 |
| 1.00 | OD35973/2025-2026: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
(Modified from DSR 60.7.1 ) | 39.93 | cum | 3,206.02 ₹1,28,003.55 | 3,100 ₹1,23,770.6 | 3,068 ₹1,22,492.97 Lowest | 3,477.71 ₹1,38,851.05 | 3,228.94 ₹1,28,918.66 | 3,206.02 ₹1,28,003.55 |
| 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 | 0.22 | tonne | 77,777.4 ₹16,955.47 | 78,335 ₹17,077.03 | 75,000 ₹16,350 Lowest | 84,368.55 ₹18,392.34 | 78,333.62 ₹17,076.73 | 77,777.41 ₹16,955.48 |
| 1.01 | 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 | 2.17 | cum | 7,619.31 ₹16,572 | 7,675 ₹16,693.13 | 7,301 ₹15,879.68 Lowest | 8,265 ₹17,976.38 | 7,673.8 ₹16,690.52 | 7,619.33 ₹16,572.04 |
| 1.01 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 0.75 | cum | 7,362.82 ₹5,522.12 | 7,410 ₹5,557.5 | 7,055 ₹5,291.25 Lowest | 7,986.78 ₹5,990.09 | 7,415.48 ₹5,561.61 | 7,362.84 ₹5,522.13 |
| 1.01 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 33 | cum | 504.17 ₹16,637.61 | 510 ₹16,830 | 482 ₹15,906 Lowest | 546.89 ₹18,047.37 | 507.77 ₹16,756.41 | 504.17 ₹16,637.61 |
| 1.01 | 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. | 74.08 | cum | 52.88 ₹3,917.35 | 53 ₹3,926.24 | 45 ₹3,333.6 Lowest | 57.36 ₹4,249.23 | 53.26 ₹3,945.5 | 52.88 ₹3,917.35 |
Tender Value
₹8.5 L
EMD Value
₹21,179
Closing Date
19 Aug 2025, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AE LSGD
AE LSGD KOOTHALI GP
Koothali GP 25-26 CHEMPODAN POYIL EARUM THOTTAM ROAD MAINTENANCE W-4-88/25
2025_LSGD_783570_1
19/AE/KLY/2025-26
Open Tender
Civil Works - Roads
Item Wise
KOOTHLI GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,870
Yes
₹21,179
Yes
23 Sept 2025
8 Aug 2025
21 Aug 2025
8 Aug 2025
19 Aug 2025
8 Aug 2025
Amount
2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (D) Dry Rubble Masonry
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
OD35972/2025-2026:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
OD35973/2025-2026: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 (Modified from DSR 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
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
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
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.
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)
M.M. BALAKRISHNAN (BID ID -2287686)
VALSAN M (BID ID -2288882)
KAIRALI LABOUR CONTRACT CO OPERATIVE SOCIETY LIMITED NO D3251 (BID ID -2294684)
SANIL KUMAR (BID ID -2288760)
ABDURAHIMAN (BID ID -2291010)
Bidder Name
ABDURAHIMAN
M.M. BALAKRISHNAN
A K SADANANDAN
KAIRALI LABOUR CONTRACT CO OPERATIVE SOCIETY LIMITED NO D3251
SANIL KUMAR
VALSAN M
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