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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-AOC | ₹3.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹4.0 LRejected-AOC | ₹4.0 L | L2 | Rejected-AOC L2 |
| 3 | L3₹4.0 LRejected-Finance | ₹4.0 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | MOHAMMAD SHIHAB P L3 | SREEJITH L2 | K Saidalavi L1 |
|---|---|---|---|---|---|---|
| 1.00Road Renovation | ||||||
| 1.00 | 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) | 5.1 | cum | 9,085.56 ₹46,336.36 | 9,084 ₹46,328.40 | 8,856.03 ₹45,165.75 |
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 379.4 | sqm | 15.21 ₹5,770.67 | 15 ₹5,691 | 14.82 ₹5,622.71 |
| 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 | 56.91 | cum | 3,563.11 ₹2.0 L | 3,563 ₹2.0 L | 3,473.09 ₹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 | 379.4 | sqm | 76.35 ₹28,967.19 | 76 ₹28,834.40 | 74.42 ₹28,234.95 |
| 1.00 | 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. | 379.4 | sqm | 17.95 ₹6,810.23 | 17 ₹6,449.80 | 17.49 ₹6,635.71 |
| 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) | 379.4 | sqm | 286.9 ₹1.1 L | 287 ₹1.1 L | 280.25 ₹1.1 L |
| 1.01 | OD188474/2025-2026:Supplying and fixing Name Board built in Square Pipe with MS sheet and a Size of 90CM x 60cm,including all other materials,labour charges etc...Completed as per the Direction of Departmental Officers | 1 | each | 2,686.68 ₹2,686.68 | 2,686 ₹2,686 | 2,618.8 ₹2,618.80 |
Updated dates
Tender Value
₹4.2 L
EMD Value
₹10,590
Closing Date
3 Mar 2026, 4:00 pmClosed
AE
0/0AE LID EW SECTION CHALAVARA GP
Annual Plan CLRA GP Project No 110 2025 26 Vettikkundu Laksham Veedu Colony Road Maintenance Annual plan 2025 26 Project No 110 2025 26 General Civil Work
2026_LSGD_839108_1
T/06/25-26/110/AE/LSGD/CHVA
Open Tender
Civil Works - Roads
330 days
CHALAVARA
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
₹10,590
6 Jun 2026
23 Feb 2026
4 Mar 2026
23 Feb 2026
3 Mar 2026
23 Feb 2026
Road Renovation
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)
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
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)
OD188474/2025-2026:Supplying and fixing Name Board built in Square Pipe with MS sheet and a Size of 90CM x 60cm,including all other materials,labour charges etc...Completed as per the Direction of Departmental Officers
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