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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No.IV (I) dtd.12.09.2025 of ATHIRAMPUZHA GP | |
| 2 | L2₹5.2 L+₹27,250.20 (5.48%)Rejected-AOC EDAMATTOM | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | VANGUARD CONSTRUCTIONS L1 | Vazhayil Constructions L2 |
|---|---|---|---|---|---|
| 1.00Road maintenance | |||||
| 1.00 | 3.19.1.B:Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. (B) Mechanical Means | 376 | metre | 8.08 ₹3,038.08 Lowest | 8.39 ₹3,154.64 |
| 1.00 | OD51215/2025-2026:Preparation of Foundation for Embankment
Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means
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. | 105 | sqm | 49.93 ₹5,242.65 Lowest | 52.67 ₹5,530.35 |
| 1.00 | OD51218/2025-2026:od733542/2020_2021 : Granular sub base/base/surface course with local materials(Table 400.13) by mix in place method normal.<br><br>Construction of granular sub base by providing well graded material, spreading in uniform layers on prepared surface, mixing by mix in place method and compacting with smooth wheel roller to achieve the desired density, complete as per Clause 401.4 as per Technical Specifications Clause 408<br>ii)Soil gravel mixture/quarry waste | 3.38 | cum | 3,309.02 ₹11,167.94 Lowest | 3,446.78 ₹11,632.88 |
| 1.00 | OD35523/2025-2026:Construction Of Embankment with material Obtained from Borrow pits.
Construction of Embankment with approved material obtained from borrow pits with a lift up to 1.5M,transporting to site, spreading grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 with a lead up to 1000 m asper Technical Specification Clause 301.5 (without Roller) | 6.75 | cum | 367.71 ₹2,482.04 Lowest | 413.16 ₹2,788.83 |
| 1.00 | 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. | 459 | sqm | 15.45 ₹7,091.55 Lowest | 16.3 ₹7,481.7 |
| 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. | 54.01 | sqm | 316.79 ₹17,111.1 Lowest | 334.24 ₹18,053.64 |
| 1.01 | 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 | 11.25 | cum | 3,671.87 ₹41,308.54 Lowest | 3,874.04 ₹43,582.95 |
| 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 | 105 | sqm | 78.68 ₹8,261.4 Lowest | 83.24 ₹8,740.2 |
| 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. | 105 | sqm | 18.5 ₹1,942.5 Lowest | 19.51 ₹2,048.55 |
Tender Value
₹5.1 L
EMD Value
₹12,697
Closing Date
15 Sept 2025, 6:00 pmClosed
ARJUN V S
Office of the Assistant Engineer, LIDEW Section, Athirampuzha Grama Panchayat
Annual Plan -ATPA-S028/25-26-Re-Tarring Providing Drainage Facilities For KULAMKUTHIYIL Road In Ward No II-General Civil Work
2025_LSGD_792117_5
ET/05/AE/LIDEW/ATPA/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
ATHIRAMPUZHA GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,120
Yes
₹12,697
Yes
21 Apr 2026
29 Aug 2025
17 Sept 2025
29 Aug 2025
15 Sept 2025
29 Aug 2025
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