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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.4 LAccepted-AOC | L1 | Accepted-AOC lowest | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | SWAMINATHAN C S L1 | PREM KUMAR A L2 |
|---|---|---|---|---|---|
| 1.00Road Rennovation | |||||
| 1.00 | OD170146/2025-2026:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and Recompacting aggregate obtained from scarifying with power roller | 2,400 | sqm | 7.8 ₹18,720 Lowest | 8 ₹19,200 |
| 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 | 360 | cum | 3,750.5 ₹13,50,180 Lowest | 3,750.9 ₹13,50,324 |
| 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 | 2,400 | sqm | 80.3 ₹1,92,720 Lowest | 81 ₹1,94,400 |
| 1.00 | 75.5.2.3pb: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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 2,400 | sqm | 18.5 ₹44,400 Lowest | 19 ₹45,600 |
| 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) | 2,400 | sqm | 302.5 ₹7,26,000 Lowest | 305 ₹7,32,000 |
| 1.01 | OD165012/2025-2026:Filling up low lying and water logged areas with local material/Quarry muck, spreading in layers, levelling the top at site qand consolidation by ramming etc. complete. | 55.37 | cum | 1,734 ₹96,011.58 Lowest | 1,734 ₹96,011.58 Lowest |
| 1.01 | 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) | 56 | cum | 9,186 ₹5,14,416 Lowest | 9,186 ₹5,14,416 Lowest |
Tender Value
₹29.4 L
EMD Value
₹50,000
Closing Date
2 Oct 2025, 11:00 amClosed
AE LSGD MNGP
AE LSGD MNGP
LRRP-CMLRRP2.0GENERAL-2024-25 Alappuzha LAC Sl.No.1090-KALARI KUTTEZHATHTHU -PUTHUKULANGARA ROAD- WARD 8 of MARARIKULAM NORTH GP Kanjikuzhy Block Alappuzha (Retender)
2025_LSGD_800401_2
10/2025/AE/LIDEW/MNGP
Open Tender
Civil Works - Roads
Item Rate
120 days
Mararikulam North GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
6 Dec 2025
22 Sept 2025
3 Oct 2025
22 Sept 2025
2 Oct 2025
22 Sept 2025
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