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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-AOC | ₹3.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.1 L+₹7,321.03 (2.41%)Rejected-Finance ELLIKALATHIL HOUSE MARIYAPPALLY P O KOTTAYAM 686013 | KOTTAYAM | KOTTAYAM | KERALA | 686013 | ₹3.1 L+₹7,321.03 (2.41%) | L2 | Rejected-Finance L2 |
| 3 | L3₹3.2 L+₹17,103.30 (5.63%)Rejected-Finance | ₹3.2 L+₹17,103.30 (5.63%) | L3 | Rejected-Finance L3 |
| 4 | L4₹3.2 L+₹17,698.43 (5.82%)Rejected-Finance | ₹3.2 L+₹17,698.43 (5.82%) | L4 | Rejected-Finance L4 |
| 5 | L5₹3.4 L+₹32,388.45 (10.7%)Rejected-Finance THEKKUMKATTIL ALANAD PO KURAVILANGADU | KOTTAYAM | KERALA | 686001 | ₹3.4 L+₹32,388.45 (10.7%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | PRAKASH E P L2 | K.D. SUDHAKARAN L3 | roy kuriakose L4 | SHEBBIN SEBASTIAN L5 | ASHRAF E K L1 | SANDEEP C S L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Renovation | |||||||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 4.8 | cum | 406.18 ₹1,949.66 | 418 ₹2,006.4 | 435 ₹2,088 | 120 ₹576 Lowest | 441 ₹2,116.8 | 441.5 ₹2,119.2 |
| 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) | 13.76 | cum | 8,451.79 ₹1,16,254.37 | 8,718 ₹1,19,916.09 | 8,725 ₹1,20,012.38 | 9,400 ₹1,29,297 | 8,450 ₹1,16,229.75 Lowest | 9,186.73 ₹1,26,363.47 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 21.96 | cum | 8,789.87 ₹1,93,025.55 | 9,066 ₹1,99,089.36 | 9,085 ₹1,99,506.6 | 9,400 ₹2,06,424 | 8,450 ₹1,85,562 Lowest | 9,554.21 ₹2,09,810.45 |
Tender Value
₹3.4 L
EMD Value
₹8,457
Closing Date
7 Jan 2026, 4:00 pmClosed
ANU SABU
NATTAKOM ZONAL OFFICE
Annual Plan-KOTTAYAM MUNICIPALITY - NATTAKOM ZONAL - PROJECT NO. 795/25-26-Pullanparamb - Pullad Road Renovation Ward 39-General Civil Work
2025_LSGD_824383_1
T13/AE/NZKTYM/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
NATTAKOM ZONAL OFFICE
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
Yes
₹8,457
Yes
8 Apr 2026
30 Dec 2025
8 Jan 2026
30 Dec 2025
7 Jan 2026
30 Dec 2025
Renovation
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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
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)
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
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