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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 LAccepted-AOC | ₹5.9 L | L1 | Accepted-AOC Agreement executed on 17/10/2025 |
| 2 | L2₹6.0 L+₹2,902.25 (0.49%)Rejected-Finance | ₹6.0 L+₹2,902.25 (0.49%) | L2 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | Sarvabhowman L1 | SANDEEP BAIJU L2 |
|---|---|---|---|---|---|
| 1.00Road maintenance | |||||
| 1.00 | OD38633/2025-2026:Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Mean and recompacting the aggregate receieved from Scarifying with a tthree wheel 80/100 KN static roller etac complete | 369 | sqm | 7.8 ₹2,878.2 Lowest | 8.2 ₹3,025.8 |
| 1.00 | OD106114/2025-2026:Construction of Granular sub-base/base/surface course by providing local materials by
spreading in uniform layers with motor grader on prepared surface,by mix in place method with
rotavator at OMC,and compacting with three wheel 80-100KN static roller to achieve the
desired density, complete as per Technical Specifications Clause 402.Soil gravel mixture
/quarry muck (with roller). | 44 | cum | 1,254 ₹55,176 Lowest | 1,256 ₹55,264 |
| 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 | 45.45 | cum | 3,750.64 ₹1,70,466.59 Lowest | 3,755 ₹1,70,664.75 |
| 1.00 | 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 | 369 | sqm | 80.37 ₹29,656.53 Lowest | 82.2 ₹30,331.8 |
| 1.00 | 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. | 369 | sqm | 18.9 ₹6,974.1 Lowest | 19.6 ₹7,232.4 |
| 1.01 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 7.25 | sqm | 323.59 ₹2,346.03 Lowest | 326.4 ₹2,366.4 |
| 1.01 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 675 | sqm | 15.79 ₹10,658.25 Lowest | 16.8 ₹11,340 |
| 1.01 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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 By Manual Means Type A (II) Bitumen (S-65) | 1,041 | sqm | 302.6 ₹3,15,006.6 Lowest | 303.4 ₹3,15,839.4 |
Tender Value
₹5.9 L
EMD Value
₹14,830
Closing Date
26 Sept 2025, 6:00 pmClosed
Assistant Engineer
Off the Asst Engineer LID and EW Section Maravanthuruthu GP
Annual Plan-Maravanthuruthu GP_ Maintenance of Muthalakuzhi Road in Ward No 3-PR No 115/25-26-General Civil Work
2025_LSGD_797997_7
T03/25-26/AE/LIDEW/MPT
Open Tender
Civil Works - Roads
Item Rate
180 days
Maravanthuruthu GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,310
Yes
₹14,830
Yes
6 Aug 2026
17 Sept 2025
27 Sept 2025
17 Sept 2025
26 Sept 2025
17 Sept 2025
Amount
Road maintenance
OD38633/2025-2026:Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Mean and recompacting the aggregate receieved from Scarifying with a tthree wheel 80/100 KN static roller etac complete
OD106114/2025-2026:Construction of Granular sub-base/base/surface course by providing local materials by spreading in uniform layers with motor grader on prepared surface,by mix in place method with rotavator at OMC,and compacting with three wheel 80-100KN static roller to achieve the desired density, complete as per Technical Specifications Clause 402.Soil gravel mixture /quarry muck (with roller).
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
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
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.
75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface 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 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 By Manual Means Type A (II) Bitumen (S-65)
SANDEEP BAIJU (BID ID -2359845)
Bidder Name
Sarvabhowman
SANDEEP BAIJU
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