Loading
Loading…
Loading…
Tender ID
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 | 1₹7.9 LAccepted-AOC PAZHAYIDATH ERATTUPETTA | 1 | Accepted-AOC Qualified | |
| 2 | 2₹8.2 L+₹32,102.95 (4.05%)Rejected-AOC | 2 | Rejected-AOC Qualified | |
| 3 | 3₹8.3 L+₹37,997.15 (4.80%)Rejected-AOC WAYANAD | KERALA | 670644 | 3 | Rejected-AOC Qualified | |
| 4 | 4₹8.5 L+₹54,944.61 (6.93%)Rejected-AOC | 4 | Rejected-AOC Qualified |
| Sl No | Description | Qty | Unit | SUDHAKARAN P N L3 | M. N Mohanan L4 | BIJU PETER L2 | ABUL FAICY L1 |
|---|---|---|---|---|---|---|---|
| 1.00Bituminous Surface | |||||||
| 1.00 | 3.9.2.B:Excavation in Hard Rock (blasting prohibited)<br> Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 <br>(B) Mechanical Means | 43.2 | cum | 1,801.11 ₹77,807.95 | 1,837.87 ₹79,395.98 | 1,837 ₹79,358.4 | 1,790 ₹77,328 Lowest |
| 1.00 | OD268310/2025-2026:Filling with hard rock pieces in the low lying areas as part of levelling the formation, in layers each layer compacted after filling the voids with locally available earth etc. as per the direction of Engineer in Charge | 4.8 | cum | 11.53 ₹55.34 | 11.77 ₹56.5 | 18 ₹86.4 | 10 ₹48 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 | 81 | cum | 3,675.63 ₹2,97,726.03 | 3,750.64 ₹3,03,801.84 | 3,500 ₹2,83,500 | 3,444 ₹2,78,964 Lowest |
| 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 | 540 | sqm | 78.76 ₹42,530.4 | 80.37 ₹43,399.8 | 80 ₹43,200 | 75 ₹40,500 Lowest |
| 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. | 540 | sqm | 18.52 ₹10,000.8 | 18.9 ₹10,206 | 18.9 ₹10,206 | 18 ₹9,720 Lowest |
| 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) | 540 | sqm | 296.6 ₹1,60,164 | 302.65 ₹1,63,431 | 302.65 ₹1,63,431 | 294 ₹1,58,760 Lowest |
| 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) | 26.89 | cum | 9,003 ₹2,42,108.68 | 9,186.73 ₹2,47,049.54 | 9,100 ₹2,44,717.2 | 8,444 ₹2,27,076.05 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,184
Closing Date
10 Oct 2025, 9:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer Kadanad GP
Assistant Engineer LID and EW Kadanad Grama Panchayath
Project No 191/2025-2026 Kadanad Grama Panchayath-Renovation of Njallikkunnu Neeloor Pottanplavu Road(Phase 2) in Ward 2 of Kadanad Grama Panchayath
2025_LSGD_802678_1
Project No 191/2025-2026 Kadanad Grama Panchayath
Open Tender
Civil Works - Roads
Item Rate
365 days
Kadanad
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,870
Yes
₹21,184
Yes
30 Oct 2025
26 Sept 2025
10 Oct 2025
26 Sept 2025
10 Oct 2025
26 Sept 2025
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1333904.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .