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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹8.6 L+₹36,338.94 (4.39%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | P. RAMESAN L2 | V. JOY L1 |
|---|---|---|---|---|---|
| 1.00RETARRING | |||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 26.32 | cum | 450.33 ₹11,854.94 | 438.41 ₹11,541.14 Lowest |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 23.69 | cum | 9,745.29 ₹2,30,895.16 | 9,487.33 ₹2,24,783.31 Lowest |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 30 | cum | 3,404.64 ₹1,02,139.2 | 3,314.51 ₹99,435.3 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 | 45 | cum | 3,825.65 ₹1,72,154.25 | 3,724.39 ₹1,67,597.55 Lowest |
| 1.00 | OD208381/2025-2026:Filling with Quarry Muck <br> Filling up low laying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 24.5 | cum | 1,859.15 ₹45,549.18 | 1,809.94 ₹44,343.53 Lowest |
| 1.01 | 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 | 300 | sqm | 81.98 ₹24,594 | 79.81 ₹23,943 Lowest |
| 1.01 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 450 | sqm | 16.11 ₹7,249.5 | 15.68 ₹7,056 Lowest |
| 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. | 300 | sqm | 19.28 ₹5,784 | 18.77 ₹5,631 Lowest |
| 1.01 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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. | 57.17 | sqm | 330.06 ₹18,868.87 | 321.32 ₹18,369.22 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,180
Closing Date
16 Aug 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Prasad V.S
O/O The Asst Ex Engineer,Angamaly Municipality
Annual Plan-Angamaly Muncipality Pro No.374 /2025-2026- Renovation of various municipal roads 3rd phase - Pro No.374/25-26 Renovation of various municipal roads 3rd phase-General Civil Work
2025_LSGD_783126_6
PW 15579/25
Open Tender
Civil Works - Roads
Item Rate
O/O The Asst Ex Engineer, Angamaly Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,180
Yes
27 Oct 2025
8 Aug 2025
18 Aug 2025
8 Aug 2025
16 Aug 2025
8 Aug 2025
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1287822.pdf
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