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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.2 LAccepted-AOC | 1 | Accepted-AOC l1 | |
| 2 | Rejected-Technical | - | Rejected-Technical l2 |
| Sl No | Description | Qty | Unit | vinukumar L1 | SANTHOSH KUMAR G S L2 |
|---|---|---|---|---|---|
| 1.00Road Maintenance | |||||
| 1.00 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. (B) 75 mm thick :- (II) Bitumen (S-65) | 199.8 | sqm | 411.86 ₹82,289.63 Lowest | 421 ₹84,115.8 |
| 1.00 | OD146634/2025-2026: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 for improving the CBR Value
of subgrade | 7.2 | cum | 948.43 ₹6,828.7 Lowest | 970 ₹6,984 |
| 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 | 1.8 | cum | 3,832.66 ₹6,898.79 Lowest | 3,910 ₹7,038 |
| 1.00 | 5.2.1a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 1,158 | sqm | 13.94 ₹16,142.52 Lowest | 18 ₹20,844 |
| 1.00 | 5.1.1a:Prime Coat :- Low porosity 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 | 12 | sqm | 76.13 ₹913.56 Lowest | 82 ₹984 |
| 1.01 | 5.2.3a:Tack Coat 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. | 12 | sqm | 16.61 ₹199.32 Lowest | 18 ₹216 |
| 1.01 | 5.9.1.2a:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (II) Bitumen (S-65) | 1,170 | sqm | 225.22 ₹2,63,507.4 Lowest | 245 ₹2,86,650 |
| 1.01 | 75.5.12.A.3.2Z:Seal Coat - Manual Means - Type C - Bitumen S-65 and Antistripping Agent Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means Case - III : Type C (II) Bitumen (S-65) | 1,170 | sqm | 69.11 ₹80,858.7 Lowest | 79 ₹92,430 |
| 1.01 | OD146490/2025-2026::Surface dressing of the ground in All kinds of soil including removing
vegetation and
in-equalities not
exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. | 72 | sqm | 37.56 ₹2,704.32 Lowest | 49 ₹3,528 |
Tender Value
₹5.5 L
EMD Value
₹13,771
Closing Date
25 Sept 2025, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AE Aryanad GP
AE Aryanad GP
Annual Plan AGP-163/2025-26-Maintenance of Shasthamkovil Thannivila road
2025_LSGD_798710_3
AGP/AE/LID EW/2025-26/T-4
Open Tender
Civil Works - Roads
Item Rate
90 days
Aryanad
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,215
Yes
₹13,771
Yes
22 Oct 2025
18 Sept 2025
26 Sept 2025
18 Sept 2025
25 Sept 2025
18 Sept 2025
Amount
Road Maintenance
5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. (B) 75 mm thick :- (II) Bitumen (S-65)
OD146634/2025-2026: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 for improving the CBR Value of subgrade
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
5.2.1a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
5.1.1a:Prime Coat :- Low porosity 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
5.2.3a:Tack Coat 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.
5.9.1.2a:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (II) Bitumen (S-65)
75.5.12.A.3.2Z:Seal Coat - Manual Means - Type C - Bitumen S-65 and Antistripping Agent Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means Case - III : Type C (II) Bitumen (S-65)
OD146490/2025-2026::Surface dressing of the ground in All kinds of soil including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
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)
OD186833/2025-2026:Supplying and fixing information board 75x60 cm using GI pipes as post and MS sheet surrounded by MS angles including painting, lettering and fixing in position as per the direction of Engineer - in- charge
SANTHOSH KUMAR G S (BID ID -2356856)
Bidder Name
vinukumar
SANTHOSH KUMAR G S
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