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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.5 LAccepted-AOC KERALA KL | PATHANAMTHITTA | KERALA | 689694 | L1 | Accepted-AOC L1 | |
| 2 | L2₹9.6 L+₹4,401.36 (0.46%)Rejected-AOC ERINJAD GRAMA PANCHAYATH | L2 | Rejected-AOC L2 | |
| 3 | L3₹9.8 L+₹29,986.29 (3.14%)Rejected-AOC KERALA KERALA | IDUKKI | KERALA | 685501 | L3 | Rejected-AOC L3 | |
| 4 | L4₹10.2 L+₹68,672.01 (7.20%)Rejected-AOC | L4 | Rejected-AOC L4 | |
| 5 | L5₹10.4 L+₹81,468.25 (8.54%)Rejected-AOC | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | Ranjith T L2 | M/S SAJEEVAN P A L3 | sandeep tn L4 | THABSEERRAHMAN CN L5 | AKHIL K M L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00tiling | ||||||||
| 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. | 711 | sqm | 13.92 ₹9,897.12 | 14.31 ₹10,174.41 | 16.01 ₹11,383.11 | 15.04 ₹10,693.44 | 13.86 ₹9,854.46 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. | 77.98 | cum | 2,161.14 ₹1,68,525.7 | 2,220.76 ₹1,73,174.86 | 2,300 ₹1,79,354 | 2,335.03 ₹1,82,085.64 | 2,151.2 ₹1,67,750.58 Lowest |
| 1.00 | OD21654/2025-2026:Supplying and laying interlocking cement concrete pavour 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 6 mm for 5 cm thickness,then laying interlock CC Pavour block tiles in lines and levels as per directions of the dipartmental officiers at site ,inclusive of all cost & ramp,conveyance charge etc complete. (MoRTH 55.23 Modified) | 670.4 | sqm | 1,038.28 ₹6,96,062.91 | 1,066.93 ₹7,15,269.87 | 1,100 ₹7,37,440 | 1,121.75 ₹7,52,021.2 | 1,033.51 ₹6,92,865.1 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) | 10.5 | cum | 7,992.45 ₹83,920.73 | 8,130.69 ₹85,372.25 | 9,000 ₹94,500 | 8,635.53 ₹90,673.07 | 7,955.71 ₹83,534.96 Lowest |
Tender Value
₹11.0 L
EMD Value
₹27,541
Closing Date
29 Jul 2025, 5:00 pmClosed
Assistant Engineer
The Assistant Engineer, LIDandEW Section , Eriyad Grama Panchayat
2025-26 Kalarattu Kottikkal kalarattu link road maintenance ward 14 Pro no 119/25
2025_LSGD_778073_4
1/AE/LSGD/ERD/2025-26
Open Tender
Civil Works - Roads
Item Rate
Eriyad Grama Panchayat
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹27,541
Yes
7 Oct 2025
21 Jul 2025
31 Jul 2025
21 Jul 2025
29 Jul 2025
21 Jul 2025
Amount
tiling
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.
OD21654/2025-2026:Supplying and laying interlocking cement concrete pavour 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 6 mm for 5 cm thickness,then laying interlock CC Pavour block tiles in lines and levels as per directions of the dipartmental officiers at site ,inclusive of all cost & ramp,conveyance charge 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)
Ranjith T (BID ID -2261009)
M/S SAJEEVAN P A (BID ID -2262647)
sandeep tn (BID ID -2264635)
THABSEERRAHMAN CN (BID ID -2266839)
Bidder Name
M/S SAJEEVAN P A
Ranjith T
sandeep tn
THABSEERRAHMAN CN
AKHIL K M
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