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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.6 LAccepted-AOC | ₹11.6 L | L1 | Accepted-AOC SHO |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | P MANOHARAN L1 | PRAMODAN K C L2 |
|---|---|---|---|---|---|
| 1.00interlock | |||||
| 1.00 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 76.83 | cum | 1,586 ₹1,21,852.38 Lowest | 1,737.78 ₹1,33,513.64 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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. | 8.8 | cum | 60 ₹528 Lowest | 65.97 ₹580.54 |
| 1.00 | 2.14.2.A:Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (II) By Mechanical Means (A) Bituminous Courses | 121.44 | cum | 387 ₹46,997.28 Lowest | 424.2 ₹51,514.85 |
| 1.00 | 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. (ii) Using Gravel mix soil. | 81.58 | cum | 2,117 ₹1,72,704.86 Lowest | 2,319.8 ₹1,89,249.28 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 7.71 | cum | 7,803 ₹60,161.13 Lowest | 8,574.28 ₹66,107.7 |
| 1.01 | OD125579/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as
per drawings
and Technical Specification Clause 1504. Bedding with 6 mm aggregate and filling joints with
sand as per
table 1500.5 | 815.8 | sqm | 915 ₹7,46,457 Lowest | 1,002.72 ₹8,18,018.98 |
| 1.01 | OD129812/2025-2026:1.011-Specification code: OD452571/2024-2025
Providing and fixing direction and Place Identification Retro-reflectorised Traffic Sign with 7
years warranty maufactured as per IRC : 67 made of type IV microprismatic grade sheeting
fixed over aluminium sheeting ,2mm thick /aluminium composite material sheeting 4mm thick
with area not exceeding 0.9 sqm with suitable black supporting frame of MS angle 40x40x6 and
supported on GI pipe pole50mm NB-2 nos conforming to IS 1239 firmly fixed to the ground by
means of properly designed foundation with M15 grade cement concrete min size
40cmx40cmx60cm ,60cm below ground level including painting all exposed surfaces with two
coats of epoxy painting over epoxy primer and asper approved drawing and clause 801
including lettering symbols etc: (Derived from MORD spec 10.3.A.2 ) | 0.9 | sqm | 11,866 ₹10,679.4 Lowest | 12,246.45 ₹11,021.81 |
Tender Value
Refer Docs
EMD Value
₹31,767
Closing Date
16 Aug 2025, 4:00 pmClosed
ASSISTANT ENGINEER
Assistant Engineer LSGD Engineering wing Thalassery Municipality
CMLRRP-CMLRRP-2 - 2025-26 - Sl No. 3759 - Thalassery LAC-Shaji MRI Scanning Centre - Kidanjoth Road MRI Scanning Centre - Love Green Touch Road in Thalassery Municipality of Kannur District
2025_LSGD_777433_9
E7-3580/2025
Open Tender
Civil Works - Roads
Item Rate
210 days
THALASSERY
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹31,767
Yes
5 Aug 2026
9 Aug 2025
18 Aug 2025
9 Aug 2025
16 Aug 2025
9 Aug 2025
Amount
interlock
2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately
3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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.
2.14.2.A:Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (II) By Mechanical Means (A) Bituminous Courses
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. (ii) Using Gravel mix soil.
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
OD125579/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. Bedding with 6 mm aggregate and filling joints with sand as per table 1500.5
OD129812/2025-2026:1.011-Specification code: OD452571/2024-2025 Providing and fixing direction and Place Identification Retro-reflectorised Traffic Sign with 7 years warranty maufactured as per IRC : 67 made of type IV microprismatic grade sheeting fixed over aluminium sheeting ,2mm thick /aluminium composite material sheeting 4mm thick with area not exceeding 0.9 sqm with suitable black supporting frame of MS angle 40x40x6 and supported on GI pipe pole50mm NB-2 nos conforming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete min size 40cmx40cmx60cm ,60cm below ground level including painting all exposed surfaces with two coats of epoxy painting over epoxy primer and asper approved drawing and clause 801 including lettering symbols etc: (Derived from MORD spec 10.3.A.2 )
PRAMODAN K C (BID ID -2290730)
Bidder Name
P MANOHARAN
PRAMODAN K C
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