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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | LI₹6.5 LAccepted-AOC | ₹6.5 L | LI | Accepted-AOC LI |
| 2 | LII₹6.6 LRejected-AOC | ₹6.6 L | LII | Rejected-AOC LII |
| Sl No | Description | Qty | Unit | P T Venu L2 | RETHEESH D L1 |
|---|---|---|---|---|---|
| 1.00RETARRING | |||||
| 1.00 | OD218346/2025-2026:Scarifying the existing road surface to a depth of 150mm and compacting aggregate obtained
from scarifying with power roller. | 700.35 | sqm | 7.7 ₹5,392.70 | 7.7 ₹5,392.70 |
| 1.00 | 4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead | 52.53 | cum | 4,000 ₹2.1 L | 3,750 ₹2.0 L |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> 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 | 700.35 | sqm | 81 ₹56,728.35 | 80.37 ₹56,287.13 |
| 1.00 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> 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. | 700.35 | sqm | 18 ₹12,606.30 | 18.9 ₹13,236.62 |
| 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) | 700.35 | sqm | 305 ₹2.1 L | 302.6 ₹2.1 L |
| 1.01 | OD226914/2025-2026:Filling up low lying and water logged areas with local material/Quarry muck,
spreading in layers, levelling the top at site and consolidation by ramming etc.
complete. | 13.8 | cum | 1,750 ₹24,150 | 1,700 ₹23,460 |
| 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) | 13.8 | cum | 9,990 ₹1.4 L | 9,900 ₹1.4 L |
| 1.01 | OD226944/2025-2026:Supplying and fixing name board | 1 | each | 4,100 ₹4,100 | 4,000 ₹4,000 |
Tender Value
₹6.4 L
EMD Value
₹15,945
Closing Date
30 Aug 2025, 6:00 pmClosed
ASSISTANT ENGINEER
CHERTHALA MUNICIPALITY
66/26
2025_LSGD_789499_3
5/AE/CMC/ITR/25-26
Open Tender
Civil Works - Roads
240 days
CHERTHALA MUNICIPALITY
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,410
₹15,945
19 Jan 2026
23 Aug 2025
1 Sept 2025
23 Aug 2025
30 Aug 2025
23 Aug 2025
Amount
RETARRING
OD218346/2025-2026:Scarifying the existing road surface to a depth of 150mm and compacting aggregate obtained from scarifying with power roller.
4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> 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
75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> 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.
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)
OD226914/2025-2026:Filling up low lying and water logged areas with local material/Quarry muck, spreading in layers, levelling the top at site and consolidation by ramming etc. complete.
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)
OD226944/2025-2026:Supplying and fixing name board
P T Venu (BID ID -2313986)
Bidder Name
RETHEESH D
P T Venu
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