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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.3 LAccepted-AOC | L1 | Accepted-AOC LOWEST AMOUNT QUOTED BY TILBY JOSEPH | |
| 2 | L2₹8.4 L+₹13,400.69 (1.62%)Rejected-AOC KAVINAL HOUSE LAKKIDI KUNNATHIDAVAKA | L2 | Rejected-AOC LOWEST AMOUNT QUOTED BY TILBY JOSEPH |
| Sl No | Description | Qty | Unit | SURESH K R L2 | Tilby Joseph L1 |
|---|---|---|---|---|---|
| 1.00Road Tarring | |||||
| 1.00 | 8.3.2.A:Earthwork in Hill Road(ii) Excavation in Hilly Areas in Soil by mechanical means A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 219 | cum | 204.01 ₹44,678.19 | 187 ₹40,953 Lowest |
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 166.5 | cum | 68.23 ₹11,360.3 | 63 ₹10,489.5 Lowest |
| 1.00 | OD456241/2025-2026:Construction of granular sub-base by providing local material (Soil gravel mixture/ quarry waste Table : 400.13) spreading in uniform layers and consolidation by rammimg etc to achieve the desired density etc complete as per direction of engineer incharge at site | 55.5 | cum | 1,813.59 ₹1,00,654.25 | 1,732 ₹96,126 Lowest |
| 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 | 83.25 | cum | 3,731.89 ₹3,10,679.84 Lowest | 3,750.64 ₹3,12,240.78 |
| 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 | 555 | sqm | 79.97 ₹44,383.35 Lowest | 80.37 ₹44,605.35 |
| 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. | 555 | sqm | 18.8 ₹10,434 Lowest | 18.89 ₹10,483.95 |
| 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) | 555 | sqm | 287.76 ₹1,59,706.8 Lowest | 289.21 ₹1,60,511.55 |
| 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) | 16.65 | cum | 9,515.93 ₹1,58,440.23 | 9,100 ₹1,51,515 Lowest |
| 1.01 | OD428657/2025-2026:Supplying and fixing in place granite name board of slab area less than &gt;( sqm including engraving and painting letters etc. complete as per direction of Engineer in charge at site | 0.24 | sqm | 9,239.66 ₹2,217.52 Lowest | 9,286.09 ₹2,228.66 |
Tender Value
₹8.5 L
EMD Value
₹21,170
Closing Date
2 Mar 2026, 6:00 pmClosed
ASSI.EXECUTIVE ENGINEER
ASSI.EXECUTIVE ENGINEER LID EW DIVISION IDUKKI GP PAINAVU
Annual Plan IDP 2025 26 CONSTRUCTION OF MUKKANNANKUDI 56 COLONY PERUMKALA ANAKOMBAN ROAD IN VAZHATHOPPU GP 1110 26 General Civil Work
2026_LSGD_838206_8
15/T/AEE/LID EW/IDK/2025-2026
Open Tender
Civil Works - Others
Item Rate
180 days
VAZHATHOPPU GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,870
Yes
₹21,170
Yes
16 Jun 2026
21 Feb 2026
4 Mar 2026
21 Feb 2026
2 Mar 2026
21 Feb 2026
21 Feb 2026 - 2 Mar 2026
Road Tarring
8.3.2.A:Earthwork in Hill Road(ii) Excavation in Hilly Areas in Soil by mechanical means A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
OD456241/2025-2026:Construction of granular sub-base by providing local material (Soil gravel mixture/ quarry waste Table : 400.13) spreading in uniform layers and consolidation by rammimg etc to achieve the desired density etc complete as per direction of engineer incharge at site
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: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)
OD428657/2025-2026:Supplying and fixing in place granite name board of slab area less than &gt;( sqm including engraving and painting letters etc. complete as per direction of Engineer in charge at site
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