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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 LAccepted-AOC | L1 | Accepted-AOC L1 Agreement Executed | |
| 2 | L2₹6.6 L+₹5,314.17 (0.81%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹6.6 L+₹5,870.12 (0.89%)Rejected-Finance MATHILAKATHVEETIL HOUSE P O CHALINGAD KAIPAMANGALAM THRISSUR KERALA PIN 680681 | KAIPAMANGALAM | THRISSUR | KERALA | 680681 | L3 | Rejected-Finance L3 | |
| 4 | L4₹6.8 L+₹20,470.78 (3.12%)Rejected-Finance KERALA KERALA | IDUKKI | KERALA | 685501 | L4 | Rejected-Finance L4 | |
| 5 | L5₹6.9 L+₹38,758.20 (5.91%)Rejected-Finance ERINJAD GRAMA PANCHAYATH | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | M/S SAJEEVAN P A L4 | RADHAKRISHNAN KK L2 | Ranjith T L5 | HASHIM MM L3 | K K Murali L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Tile Road | ||||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 360.6 | sqm | 14.7 ₹5,300.82 | 13.92 ₹5,019.55 | 14.63 ₹5,275.58 | 14 ₹5,048.4 | 13.82 ₹4,983.49 Lowest |
| 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. | 51.12 | cum | 2,111.46 ₹1,07,937.84 | 2,161.14 ₹1,10,477.48 | 2,270.43 ₹1,16,064.38 | 2,000 ₹1,02,240 Lowest | 2,143.75 ₹1,09,588.5 |
| 1.00 | OD476715/2024-2025:Supplying and laying interlocking Cement Concrete paver block tiles 80mm or nearest size thickness, minimum strength M40 [conforming to IS 15658:2006, for Medium traffic Low volume roads] including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock CC paver block tiles in lines and levels as per the directions of the departmental officers at site, inclusive of all cost & conveyance charges etc. complete. [MoRTH
55.23 modified] | 477.6 | sqm | 1,077.21 ₹5,14,475.5 | 1,038.28 ₹4,95,882.53 | 1,090.79 ₹5,20,961.3 | 1,050 ₹5,01,480 | 1,029.93 ₹4,91,894.57 Lowest |
| 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) | 6.24 | cum | 7,803.67 ₹48,694.9 Lowest | 7,992.45 ₹49,872.89 | 8,396.67 ₹52,395.22 | 8,500 ₹53,040 | 7,928.16 ₹49,471.72 |
Tender Value
₹7.6 L
EMD Value
₹19,002
Closing Date
12 Aug 2025, 10:00 amClosed
ASSISTANT ENGINEER
LID and EW SECTION PERINJANAM GP
ROAD RENOVATION
2025_LSGD_780283_1
ET-01/AEPJM/07/25-26
Open Tender
Civil Works - Roads
Item Wise
180 days
PERINAJANM GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,680
Yes
₹19,002
Yes
26 Sept 2025
5 Aug 2025
13 Aug 2025
5 Aug 2025
12 Aug 2025
5 Aug 2025
Amount
Tile Road
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
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.
OD476715/2024-2025:Supplying and laying interlocking Cement Concrete paver block tiles 80mm or nearest size thickness, minimum strength M40 [conforming to IS 15658:2006, for Medium traffic Low volume roads] including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock CC paver block tiles in lines and levels as per the directions of the departmental officers at site, inclusive of all cost & conveyance charges etc. complete. [MoRTH 55.23 modified]
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)
RADHAKRISHNAN KK (BID ID -2282293)
HASHIM MM (BID ID -2283684)
M/S SAJEEVAN P A (BID ID -2280831)
Ranjith T (BID ID -2282384)
Bidder Name
M/S SAJEEVAN P A
K K Murali
HASHIM MM
Ranjith T
RADHAKRISHNAN KK
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