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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-AOC ANNASSERY PO THALAKKALATUR KOZHIKODE 673317 KERALA | KOZHIKODE | KERALA | 673317 | ₹8.5 L | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | SHAMEJ T L1 |
|---|---|---|---|---|
| 1.00ROAD NAVEEKARANAM | ||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 29.7 | cum | 405.52 ₹12,043.94 |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> 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. | 84.6 | cum | 600.92 ₹50,837.83 |
| 1.00 | OD458477/2025-2026:Filling with Quarrymuck.
Filling up low lying and waterlogged area with local material/quarry muck, spreading in layers, leveling the top at site and consolidating by ramming, etc complete for improving CBR value of subgrade (Modified spec 51.2.3 of DAR) | 6.6 | cum | 944.28 ₹6,232.25 |
| 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 9.9 | cum | 8,268.01 ₹81,853.30 |
| 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 16.2 | cum | 8,080.08 ₹1.3 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<br> For height upto 5 m <br> III. R.C.C grade M 20 | 3.34 | cum | 9,605.33 ₹32,091.41 |
| 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 | 0.38 | tonne | 92,702.51 ₹34,856.14 |
| 1.01 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 29.61 | cum | 2,283.3 ₹67,608.51 |
| 1.01 | OD458483/2025-2026:Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath,parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by using plate
vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern,
finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm
thick C.C. paver block of M-30 grade with approved color design and pattern | 282 | sqm | 1,166.59 ₹3.3 L |
Tender Value
₹8.5 L
EMD Value
₹1,870
Closing Date
23 Feb 2026, 6:00 pmClosed
RAJEESH KUMAR.C
Office of the Assistant Engineer LSGD Section Chemanchery Po Pookkad Kozhikode 673304
Maintainance work
2026_LSGD_833960_2
PR NO 240/26-KANJHILASSERY KUTTAN KANDY ROAD NAVEEKARANAM
Open Tender
Civil Works - Roads
60 days
POOKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹21,171
Yes
₹1,870
Yes
7 Mar 2026
16 Feb 2026
26 Feb 2026
16 Feb 2026
23 Feb 2026
16 Feb 2026
ROAD NAVEEKARANAM
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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
3.14:Construction of Subgrade and Earthen Shoulders<br> 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.
OD458477/2025-2026:Filling with Quarrymuck. Filling up low lying and waterlogged area with local material/quarry muck, spreading in layers, leveling the top at site and consolidating by ramming, etc complete for improving CBR value of subgrade (Modified spec 51.2.3 of DAR)
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 <br> I. P.C.C grade M 10 <br> (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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
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<br> For height upto 5 m <br> III. R.C.C grade M 20
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
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
OD458483/2025-2026:Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath,parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern
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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