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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.6 LAccepted-AOC | ₹5.6 L | L1 | Accepted-AOC Accepted Vide Resolution No II(I) dtd.20/08/2025 of Maravanthuruthu GP |
| 2 | L2₹5.6 L+₹5,049 (0.91%)Rejected-Finance | ₹5.6 L+₹5,049 (0.91%) | L2 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | J&J CONSTRUCTIONS L1 | JOSEMON THOMAS L2 |
|---|---|---|---|---|---|
| 1.00Road maintenance | |||||
| 1.00 | OD38631/2025-2026:Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Mean and recompacting the aggregate receieved from Scarifying with a tthree wheel 80/100 KN static roller etac complete | 543 | sqm | 7.8 ₹4,235.4 Lowest | 8 ₹4,344 |
| 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 | 41.4 | cum | 3,750.64 ₹1,55,276.5 Lowest | 3,758 ₹1,55,581.2 |
| 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 | 543 | sqm | 80.37 ₹43,640.91 Lowest | 85 ₹46,155 |
| 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. | 543 | sqm | 18.9 ₹10,262.7 Lowest | 20 ₹10,860 |
| 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) | 543 | sqm | 302.65 ₹1,64,338.95 Lowest | 305 ₹1,65,615 |
| 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) | 1.28 | cum | 9,563.85 ₹12,241.73 Lowest | 9,570 ₹12,249.6 |
| 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) | 18.1 | cum | 9,186.73 ₹1,66,279.81 Lowest | 9,200 ₹1,66,520 |
Tender Value
₹5.6 L
EMD Value
₹13,907
Closing Date
25 Jul 2025, 6:00 pmClosed
RAJEEVGOPAL G
Office of The Assistant Engineer LIDEW Section Maravathuruthu GP
Annual Plan-Maravanthuruthu GP_ Maintenance of Kochangadi Kannankulathu Kadavu Road in Ward No 3-PR No 113/25-26-General Civil Work
2025_LSGD_776879_4
T01/2025_26/AE/LIDEW/MPT
Open Tender
Civil Works - Roads
Item Rate
180 days
Maravanthuruthu GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,230
Yes
₹13,907
Yes
5 Aug 2026
18 Jul 2025
28 Jul 2025
18 Jul 2025
25 Jul 2025
18 Jul 2025
Amount
Road maintenance
OD38631/2025-2026:Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Mean and recompacting the aggregate receieved from Scarifying with a tthree wheel 80/100 KN static roller etac complete
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
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
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.
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)
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)
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)
JOSEMON THOMAS (BID ID -2262216)
Bidder Name
J&J CONSTRUCTIONS
JOSEMON THOMAS
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