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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹1.9 LAccepted-AOC | l1 | Accepted-AOC l1 | |
| 2 | l2₹1.9 L+₹9,626 (5.20%)Rejected-AOC | l2 | Rejected-AOC l2 |
Tender Value
₹1.9 L
EMD Value
₹4,637
Closing Date
8 Jan 2026, 1:00 pmClosed
Assistant engineer
Office of AE
Annual Plan-210/2025-26-Edavilangu GPP A N C H A Y A T H K U L A M THATTUMKADAVU ROAD WARD 1 R C CHURCH ROAD WARD 3 SIDE PROTECTION
2025_LSGD_824603_1
40/2025-26
Open Tender
Civil Works - Others
Item Rate
270 days
edavilangu GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
₹4,637
28 Mar 2026
31 Dec 2025
9 Jan 2026
31 Dec 2025
8 Jan 2026
31 Dec 2025
Side protection panchjayath kulam thattumakadav road
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
OD414248/2025-2026:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete ( Modified data 60.2.2)
OD414260/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
R C CHURCH ROAD WARD 3 SIDE PROTECTION
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
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.
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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