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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.7 LAccepted-AOC | ₹12.7 L | L1 | Accepted-AOC Lowest rate |
| 2 | L2₹12.7 LRejected-Finance | ₹12.7 L | L2 | Rejected-Finance Higher rate. |
| Sl No | Description | Qty | Unit | SUNEESH K S L1 | 4A CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.00Road Rennovation | |||||
| 1.00 | OD196189/2024-2025:Construction of Sub grade and Earthen Shoulders Construction of sub grade and
earthen shoulders with approved material obtained from borrow pits with alllifts 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. (3.14 Modified with increased
compensation and
additional conveyance | 380 | cum | 1,187 ₹4.5 L | 1,188.24 ₹4.5 L |
| 1.00 | OD196190/2024-2025:Quarry muck/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 at once and compacting with smooth wheel roller to
achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause (ii)Using
Gravel mix soil.by providing local may, spreading in uniform layers with motor grader on prepared surface,
mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static
roller capacity to achieve the desired de | 71.25 | cum | 1,608 ₹1.1 L | 1,608.53 ₹1.1 L |
| 1.00 | 4.11.1: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. (i) Using naturally occuring gravel | 45.6 | cum | 2,340 ₹1.1 L | 2,347.76 ₹1.1 L |
| 1.00 | 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) | 50.4 | cum | 8,670 ₹4.4 L | 8,670.11 ₹4.4 L |
| 1.00 | 9.3.B:Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single Row<br> Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.<br>(B) 1000 mm dia | 7.5 | metre | 7,010 ₹52,575 | 7,011.81 ₹52,588.58 |
| 1.01 | OD196258/2024-2025:Supplying and fixing name board including all cost, conveyance and all labour charges etc... | 1 | each | 3,025 ₹3,025 | 3,025 ₹3,025 |
| 1.01 | OD467045/2024-2025: Supplying and fixing 1/2 split Coconut post at 2m interval, Bamboo post and Bamboo wailing with PE sheet for retaining earth including all charges. | 380 | sqm | 274 ₹1.0 L | 275.68 ₹1.0 L |
Tender Value
₹12.7 L
EMD Value
₹31,757
Closing Date
13 Oct 2025, 6:00 pmClosed
SAJUMON PATHROSE
Block Development Officer, Champakulam Block Panchayath
Quotation-MLA SDF 2024-25 -Construction of Road from Arupathil Chira to Ennakkattu Thara of ward 10 in Kainakary GP
2025_CRD_745906_3
LSGD/BP/CHM/ALP/295/2024-C
Open Tender
Civil Works - Roads
300 days
Kainakary GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹31,757
Yes
14 Jan 2026
4 Oct 2025
15 Oct 2025
4 Oct 2025
13 Oct 2025
6 Oct 2025
Amount
Road Rennovation
OD196189/2024-2025:Construction of Sub grade and Earthen Shoulders Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with alllifts 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. (3.14 Modified with increased compensation and additional conveyance
OD196190/2024-2025:Quarry muck/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 at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause (ii)Using Gravel mix soil.by providing local may, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired de
4.11.1: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. (i) Using naturally occuring gravel
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)
9.3.B:Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single Row<br> Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.<br>(B) 1000 mm dia
OD196258/2024-2025:Supplying and fixing name board including all cost, conveyance and all labour charges etc...
OD467045/2024-2025: Supplying and fixing 1/2 split Coconut post at 2m interval, Bamboo post and Bamboo wailing with PE sheet for retaining earth including all charges.
4A CONSTRUCTION (BID ID -2386254)
Bidder Name
4A CONSTRUCTION
SUNEESH K S
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