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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.1 LAccepted-AOC ELAMDESHAM BP CONCRETING OF VELLAPLAVU KOTTA ROAD WARD 5 KARIMANNOOR GP | KOTTAYAM | KERALA | 686001 | ₹8.1 L | L1 | Accepted-AOC ACCEPTED |
| 2 | L2₹8.5 L+₹38,433.30 (4.76%)Rejected-AOC 1 KOLAPRO | KOTTAYAM | KERALA | 686102 | ₹8.5 L+₹38,433.30 (4.76%) | L2 | Rejected-AOC REJECTED |
| Sl No | Description | Qty | Unit | RENJITH MANUEL L1 | JALEEL JABBAR L2 |
|---|---|---|---|---|---|
| 1.00PAVING TILE | |||||
| 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. | 481.5 | sqm | 16 ₹7,704 Lowest | 16 ₹7,704 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. <br>(ii) Using Gravel mix soil. | 43.34 | cum | 2,400 ₹1,04,004 | 2,247 ₹97,373.75 Lowest |
| 1.00 | OD522386/2025-2026:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M
40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock
cobbles in lines and levels as per the directions of the departmental officers at site inclusive of
all cost & conveyance charges etc.; complete. | 481.5 | sqm | 1,145 ₹5,51,317.5 Lowest | 1,252 ₹6,02,838 |
| 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) | 15.74 | cum | 9,000 ₹1,41,669 | 8,606 ₹1,35,467.05 Lowest |
| 1.00 | OD317848/2025-2026:Providing good quality granite name board with lettering including all cost of conveyance
labour charges etc complete | 1 | each | 3,000 ₹3,000 | 2,745 ₹2,745 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,153
Closing Date
5 Jun 2026, 3:00 pmClosed
ELDHO PAULOSE
OFFICE OF THE ASSISTANT ENGINEER, LID EW SECTION, EDAVETTY GRAMA PANCHAYATH
Edavetty GP- MLA ADSThondikkuzha Nadayam road in ward 03-Road maintenance- Re Tender
2026_LSGD_853170_1
02/2026/EDVTY/MLA/ADS
Open Tender
Civil Works - Roads
Item Rate
180 days
EDAVETTY GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,153
Yes
6 Aug 2026
29 May 2026
8 Jun 2026
29 May 2026
5 Jun 2026
29 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1PAVING TILE | |||||
| 1.001 | 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. | - | sqm | - | - |
| 1.002 | 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. | - | cum | - | - |
| 1.003 | OD522386/2025-2026:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M
40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock
cobbles in lines and levels as per the directions of the departmental officers at site inclusive of
all cost & conveyance charges etc.; complete. | - | sqm | - | - |
| 1.004 | 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) | 1 | cum | - | - |
| 1.005 | OD317848/2025-2026:Providing good quality granite name board with lettering including all cost of conveyance
labour charges etc complete | - | each | - | - |
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