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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | ₹4.2 L | L1 | Accepted-AOC L1ACCEPTED |
| 2 | L2₹4.6 L+₹42,232.86 (10.00%)Rejected-AOC | ₹4.6 L+₹42,232.86 (10.00%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | DEVASIA T D L1 | SAJITH P P L2 |
|---|---|---|---|---|---|
| 1.00Interlocking work | |||||
| 1.00 | 3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 174 | sqm | 47.62 ₹8,285.88 Lowest | 52.38 ₹9,114.12 |
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> 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 | 52.2 | cum | 617.78 ₹32,248.12 Lowest | 679.56 ₹35,473.03 |
| 1.00 | 4.1.A.2: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. (ii) For Grading II Material | 17.4 | cum | 3,170.13 ₹55,160.26 Lowest | 3,487.14 ₹60,676.24 |
| 1.00 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | 26.1 | cum | 3,504.6 ₹91,470.06 Lowest | 3,855.06 ₹1,00,617.07 |
| 1.00 | OD295654/2025-2026:Providing and laying factory made chamfered edge Cement Concrete paver blocks(80 mm
thick, M-30) in footpath, parks, lawns, drive ways or light traffic parking etc., of required
strength,thickness &amp; size/ shape, made by table vibratory method using PU mould,laid in
required colour &amp; pattern over 50mm thick compacted bed of 6 mm broken stone
aggregate, compacting and proper embedding/laying of inter locking paver blocks into the
broken stone 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 colour design and pattern. (16.91.2 modified by
replacing Sand bed 6mm stone aggregate bed ) | 174 | sqm | 1,002.72 ₹1,74,473.28 Lowest | 1,102.99 ₹1,91,920.26 |
| 1.01 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 6.75 | cum | 65.97 ₹445.3 Lowest | 72.57 ₹489.85 |
| 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) | 6.75 | cum | 8,926.16 ₹60,251.58 Lowest | 9,818.78 ₹66,276.77 |
Tender Value
₹4.2 L
EMD Value
₹10,558
Closing Date
29 Oct 2025, 6:00 pmClosed
assistant engineer II
ASSISTANT ENGINEER office of the Kannur corporation
Annual Plan-PRO NO-202/25-26 -ROAD RAISING FROM BANGALI ASHRAF SISTER HOUSE TO RAFEEQUE HOUSE in between 0/000 - 0/158km at Division- 43
2025_LSGD_813947_14
1/AE2/KMC/25-26
Open Tender
Civil Works - Roads
Item Rate
KANNUR CORPORATION
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,558
Yes
15 Aug 2026
24 Oct 2025
31 Oct 2025
24 Oct 2025
29 Oct 2025
24 Oct 2025
Amount
Interlocking work
3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> 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
4.1.A.2: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. (ii) For Grading II Material
4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead
OD295654/2025-2026:Providing and laying factory made chamfered edge Cement Concrete paver blocks(80 mm thick, M-30) in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength,thickness &amp; size/ shape, made by table vibratory method using PU mould,laid in required colour &amp; pattern over 50mm thick compacted bed of 6 mm broken stone aggregate, compacting and proper embedding/laying of inter locking paver blocks into the broken stone 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 colour design and pattern. (16.91.2 modified by replacing Sand bed 6mm stone aggregate bed )
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
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)
SAJITH P P (BID ID -2416439)
Bidder Name
SAJITH P P
DEVASIA T D
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