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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₹8.1 LAccepted-AOC | L1 | Accepted-AOC Agreement executed on 08/09/2025 | |
| 2 | L2₹8.5 L+₹37,237 (4.60%)Rejected-Finance IDUKKI | KERALA | 685501 | L2 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | K N SASIDHARAN L1 | RAJEEV P P L2 |
|---|---|---|---|---|---|
| 1.00Road maintenance | |||||
| 1.00 | OD10050/2025-2026: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 | 1,052.5 | sqm | 7.46 ₹7,851.65 Lowest | 7.8 ₹8,209.5 |
| 1.00 | OD89721/2025-2026: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). | 4.88 | cum | 1,198.9 ₹5,844.64 Lowest | 1,254.08 ₹6,113.64 |
| 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 | 81.38 | cum | 3,585.61 ₹2,91,779.01 Lowest | 3,750.64 ₹3,05,208.33 |
| 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 | 1,052.5 | sqm | 76.83 ₹80,863.58 Lowest | 80.37 ₹84,589.43 |
| 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. | 1,052.5 | sqm | 18.07 ₹19,018.68 Lowest | 18.9 ₹19,892.25 |
| 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) | 1,052.5 | sqm | 289.33 ₹3,04,519.83 Lowest | 302.65 ₹3,18,539.13 |
| 1.01 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 28 | cum | 621.73 ₹17,408.44 Lowest | 650.34 ₹18,209.52 |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 0.38 | cum | 8,782.51 ₹3,293.44 Lowest | 9,186.73 ₹3,445.02 |
| 1.01 | 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. | 4.05 | cum | 63.9 ₹258.8 Lowest | 66.84 ₹270.7 |
Tender Value
₹8.5 L
EMD Value
₹21,156
Closing Date
25 Jul 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
RAJEEVGOPAL G
Office of The Assistant Engineer LIDEW Section Maravathuruthu GP
Annual Plan-Maravanthuruthu GP_ Maintenance of Aanjaneya Madom Kaariyil Road in Ward No 14-Proj No. 126/26-General Civil Work
2025_LSGD_776879_10
T01/2025_26/AE/LIDEW/MPT
Open Tender
Civil Works - Roads
Item Rate
180 days
Maravanthuruthu GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,156
Yes
23 Oct 2026
18 Jul 2025
28 Jul 2025
18 Jul 2025
25 Jul 2025
18 Jul 2025
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finance_1270703.pdf
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