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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹90,828.17Accepted-AOC KOTTAVILA PUTHUVAL PUTHENVEEDU PARASALA P O PAVATHIYANVILA | THIRUVANANTHAPURAM | KERALA | 695001 | 1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical Reject | |
| 3 | Rejected-Technical | - | Rejected-Technical Reject |
| Sl No | Description | Qty | Unit | R SASIKUMARAN NAIR L2 | SANGEETH L3 | SAJU K L1 |
|---|---|---|---|---|---|---|
| 1.00Side wall | ||||||
| 1.00 | 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 | 2.55 | cum | 451.31 ₹1,150.84 | 500 ₹1,275 | 306.93 ₹782.67 Lowest |
| 1.00 | 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 | 1.91 | cum | 9,201.49 ₹17,602.45 | 9,500 ₹18,173.5 | 6,257.93 ₹11,971.42 Lowest |
| 1.00 | OD276222/2025-2026:Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clause 1109<br> (A) In 1:5 cement mortar<br>III. Random Rubble Masonry | 14.49 | cum | 7,920.93 ₹1,14,798.04 | 8,500 ₹1,23,190.5 | 5,387.02 ₹78,074.08 Lowest |
Tender Value
₹1.3 L
EMD Value
₹3,339
Closing Date
25 Feb 2026, 6:00 pmClosed
Assistant Engineer
O/o the Assistant Engineer, LID EW Section, Vilappil, Peyad P.O, Thiruvananthapuram
Annual Plan-232/2025-26 RENOVATION WORKS TO AMBANCODE POND OF WARD NO.18-OF VILAPPIL GP
2026_LSGD_836674_11
11/AE/LSGD/VPLGP/2025-26
Open Tender
Civil Works - Others
Item Rate
90 days
Vilappil
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹3,339
Yes
18 Jun 2026
18 Feb 2026
27 Feb 2026
18 Feb 2026
25 Feb 2026
18 Feb 2026
Side wall
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
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
OD276222/2025-2026:Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clause 1109<br> (A) In 1:5 cement mortar<br>III. Random Rubble Masonry
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