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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.2 LAccepted-AOC | L1 | Accepted-AOC l1 | |
| 2 | L2₹10.7 L+₹48,620.57 (4.78%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | SANTHOSH S L2 | AMRITHAKUMAR V L1 |
|---|---|---|---|---|---|
| 1.00Tarring | |||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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. | 123.45 | cum | 69 ₹8,518.05 | 66.8 ₹8,246.46 Lowest |
| 1.00 | OD354722/2025-2026:Carriage of departmental cut earth from one site to other site or to stacking yard by means of tipper of 5.50cum capacity including all cost of labour, machineries, loading, unloading, and stacking/ spreading charges as per the direction of Engineer at site | 123.45 | cum | 208 ₹25,677.6 | 199 ₹24,566.55 Lowest |
| 1.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 123.45 | cum | 16.5 ₹2,036.93 | 16 ₹1,975.2 Lowest |
| 1.00 | OD354724/2025-2026:Granular sub base /surface course with local materials (Table 400.1) by mix in place method
normal. Construction of granular sub-base by providing local meterial 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
Labour | 63.19 | cum | 3,449 ₹2,17,935.41 | 3,285 ₹2,07,572.58 Lowest |
| 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 | 72.54 | cum | 3,937 ₹2,85,589.98 | 3,750.5 ₹2,72,061.27 Lowest |
| 1.01 | OD354725/2025-2026:Filling up pot holes (cut and formed to regular shapes and all loose and defective
materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface. | 5.98 | cum | 8,721 ₹52,169.02 | 8,306 ₹49,686.49 Lowest |
| 1.01 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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 | 339.6 | sqm | 84 ₹28,526.4 | 80.35 ₹27,286.86 Lowest |
| 1.01 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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. | 336 | sqm | 19.5 ₹6,552 | 18.9 ₹6,350.4 Lowest |
| 1.01 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 594 | sqm | 19.5 ₹11,583 | 18.9 ₹11,226.6 Lowest |
Tender Value
₹10.2 L
EMD Value
₹25,418
Closing Date
25 Oct 2025, 6:00 pmClosed
ASSISTANT ENGINEER
O/o ASSISTANT ENGINEER LID EW SECTION MARUTHARODE GP
Renovation of various roads in ward 18
2025_LSGD_810495_9
ET4/AE/LSGD/MGP/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
MARUTHARODE GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹25,418
Yes
13 Nov 2025
17 Oct 2025
27 Oct 2025
17 Oct 2025
25 Oct 2025
17 Oct 2025
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