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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 | L1₹3.8 LAccepted-AOC | L1 | Accepted-AOC Lowest rate and hence the work is awarded to the contractor vide Resolution No 1(02) dtd 10/09/2025 of Vechoor GP | |
| 2 | L2₹3.8 L+₹1,779.05 (0.47%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | J&J CONSTRUCTIONS L1 | JOSEMON THOMAS L2 |
|---|---|---|---|---|---|
| 1.00Road Tarring | |||||
| 1.00 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | 0.01 | Hectare | 47,000 ₹282 Lowest | 48,000 ₹288 |
| 1.00 | OD188006/2025-2026:Scarifying existing road surface to a depth of 150mm and compacting the obtained aggregates from scarifying with power roller ,as per diretion of departmental officials at site | 306 | sqm | 7.8 ₹2,386.8 Lowest | 8 ₹2,448 |
| 1.00 | OD188007/2025-2026:QUARRY MUCK Filling (with roller consolidation)by spreading in uniform layers on prepared surface and compacting by three wheel 80-100KN static road roller to achieve the desired density etc. complete as per technical specification Clause 408.Using Quarry waste (MORD) | 45.9 | cum | 1,254.08 ₹57,562.27 Lowest | 1,259 ₹57,788.1 |
| 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 | 45.9 | cum | 3,750.64 ₹1,72,154.38 Lowest | 3,755 ₹1,72,354.5 |
| 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 | 306 | sqm | 80.37 ₹24,593.22 Lowest | 82 ₹25,092 |
| 1.01 | 75.5.2.3pb: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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 306 | sqm | 18.9 ₹5,783.4 Lowest | 19 ₹5,814 |
| 1.01 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | 306 | sqm | 302.65 ₹92,610.9 Lowest | 305 ₹93,330 |
| 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) | 2.82 | cum | 9,186.73 ₹25,906.58 Lowest | 9,200 ₹25,944 |
Tender Value
₹3.8 L
EMD Value
₹9,532
Closing Date
8 Sept 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
Office of the Assistant Engineer,LID and EW section,Vechoor Grama Panchayat
Annual Plan-Vechoor GP-Project No 196/25 26-Road maintenance of SBT- Vallakkulam Ward 3
2025_LSGD_790681_1
21/AE/LIDEW/VCHR/25-26/196
Open Tender
Civil Works - Roads
Item Rate
180 days
Vechoor GP
Please refer tender documents
9 documents required · 9 mandatory
₹845
₹9,532
7 Oct 2025
26 Aug 2025
9 Sept 2025
26 Aug 2025
8 Sept 2025
26 Aug 2025
Amount
Road Tarring
2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means
OD188006/2025-2026:Scarifying existing road surface to a depth of 150mm and compacting the obtained aggregates from scarifying with power roller ,as per diretion of departmental officials at site
OD188007/2025-2026:QUARRY MUCK Filling (with roller consolidation)by spreading in uniform layers on prepared surface and compacting by three wheel 80-100KN static road roller to achieve the desired density etc. complete as per technical specification Clause 408.Using Quarry waste (MORD)
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
75.5.2.3pb: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 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 <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)
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 -2328124)
Bidder Name
J&J CONSTRUCTIONS
JOSEMON THOMAS
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