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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.1 LAccepted-Finance | ₹10.1 L | L1 | Accepted-Finance L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | S ARAVINDAKSHAN L1 | K.V.Ramesh L2 |
|---|---|---|---|---|---|
| 1.00Renovation of Road Work | |||||
| 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. | 615 | sqm | 16.01 ₹9,846.15 | 20.56 ₹12,644.40 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 61.5 | cum | 66.84 ₹4,110.66 | 70.25 ₹4,320.38 |
| 1.00 | OD222154/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in
place method normal. Construction of granular sub-base by providing local material spreading
in uniform
layers manually mixing by mix in place method and compacting with rammers to achieve the
desired density
complete as per Clause 401.4 as per Technical Specification Clause 408 | 24.6 | cum | 2,360.23 ₹58,061.66 | 2,365.86 ₹58,200.16 |
| 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) | 36.9 | cum | 9,563.75 ₹3.5 L | 9,578.23 ₹3.5 L |
| 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 | 3,750.64 ₹3.1 L | 3,760.58 ₹3.1 L |
| 1.01 | 75.5.1.3pb:Prime Coat - High 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 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502. | 615 | sqm | 128.07 ₹78,763.05 | 132.56 ₹81,524.40 |
| 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. | 615 | sqm | 18.9 ₹11,623.50 | 22.54 ₹13,862.10 |
| 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) | 615 | sqm | 302.65 ₹1.9 L | 320.54 ₹2.0 L |
Tender Value
Refer Docs
EMD Value
₹25,342
Closing Date
26 Aug 2025, 5:50 pmClosed
ASSISTANT ENGINEER
Perigottukurrissi gp
PERIGOTTUKURRISSIGP 2025-26 - Kotta Perumalakalam road Phase 1 -187/2025-26
2025_LSGD_785974_23
ET1/2025-26
Open Tender
Civil Works - Roads
150 days
Perigottukurrissi gp
please refer tender document
7 documents required · 7 mandatory
₹2,760
Yes
₹25,342
Yes
4 Jun 2026
18 Aug 2025
29 Aug 2025
18 Aug 2025
26 Aug 2025
18 Aug 2025
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