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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.8 LAccepted-AOC KOTHENALLOOR KAKKADA P O THIRUVANANTHAPURAM 695505 | THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695505 | ₹9.8 L | L1 | Accepted-AOC LOWEST |
| 2 | Rejected-Technical | - | - | Rejected-Technical SECOND LOWEST |
| Sl No | Description | Qty | Unit | T SASI L2 | SURESH T L1 |
|---|---|---|---|---|---|
| 1.00Road Maintenance | |||||
| 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. | 1,350 | sqm | 16.36 ₹22,086 | 15.85 ₹21,397.50 |
| 1.00 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | 101.25 | cum | 3,832 ₹3.9 L | 3,710 ₹3.8 L |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 1,350 | sqm | 80.42 ₹1.1 L | 78 ₹1.1 L |
| 1.00 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 1,350 | sqm | 18.95 ₹25,582.50 | 18.4 ₹24,840 |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65) | 1,350 | sqm | 306.4 ₹4.1 L | 296 ₹4.0 L |
| 1.01 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 6.05 | cum | 9,776 ₹59,115.47 | 9,480 ₹57,325.56 |
Tender Value
₹10.2 L
EMD Value
₹25,421
Closing Date
27 Aug 2025, 6:00 pmClosed
AEE NEYYATTINKARA MUNICIPALITY
OFFICE OF AEE
Annual Plan-153/25-26 Neyyattinkara Municipality-Renovation of AyaniyarathalaThachikulam road and Mullarikkonam - Ponnarathala Road in Perumpazhathoor ward-General Civil Work RETENDER
2025_LSGD_777305_48
E5/AEE/LSGD/2025/FOURTH
Open Tender
Civil Works - Roads
120 days
NEYYATTINKARA MUNICIPALITY
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹25,421
Yes
20 Jan 2026
22 Aug 2025
30 Aug 2025
22 Aug 2025
27 Aug 2025
22 Aug 2025
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