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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹1.9 L+₹3,731.99 (2.03%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹2.0 L+₹13,932.20 (7.58%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹2.0 L+₹18,410.44 (10.0%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹2.1 L+₹26,794.56 (14.6%)Rejected-Finance | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | E P CHANDRAN L1 | Pavithran P L2 | M RANJITH L4 | SAJEEVAN. P L5 | ABDULSATHAR C P L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00FOOTPATH CONCRETE | ||||||||
| 1.00 | 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. | 39.18 | cum | 48.75 ₹1,910.12 Lowest | 49.74 ₹1,948.91 | 53.63 ₹2,101.33 | 55.86 ₹2,188.71 | 52.45 ₹2,055.1 |
| 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. <br>(ii) Using Gravel mix soil. | 15.67 | cum | 1,714.33 ₹26,868.69 Lowest | 1,749.14 ₹27,414.27 | 1,886 ₹29,559.28 | 1,964.19 ₹30,784.75 | 1,844.22 ₹28,904.46 |
| 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) | 23.51 | cum | 6,596.43 ₹1,55,075.47 Lowest | 6,730.32 ₹1,58,223.09 | 7,256.97 ₹1,70,604.11 | 7,557.76 ₹1,77,675.38 | 7,096.3 ₹1,66,826.92 |
Tender Value
₹2.5 L
EMD Value
₹6,220
Closing Date
9 Sept 2025, 6:00 pmClosed
PRIYA R NAIR
LID EW SECTION CHIRAKKAL GP
CHIRAKKAL GP-PR NO-91/2025-26-CONCRETE WORK FOR FOOTPATH FROM RAILWAY CUTTING SURESH HOUSE TO RADHA HOUSE
2025_LSGD_791459_7
AE/LIDEW/CKL/03/2026
Open Tender
Civil Works - Roads
Item Rate
180 days
CHIRAKKAL GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹6,220
Yes
14 Oct 2025
27 Aug 2025
11 Sept 2025
27 Aug 2025
9 Sept 2025
27 Aug 2025
Amount
FOOTPATH CONCRETE
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.
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.
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)
Pavithran P (BID ID -2330075)
ABDULSATHAR C P (BID ID -2330958)
M RANJITH (BID ID -2330417)
SAJEEVAN. P (BID ID -2330837)
Bidder Name
E P CHANDRAN
ABDULSATHAR C P
SAJEEVAN. P
M RANJITH
Pavithran P
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