Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.0 LAccepted-AOC | L1 | Accepted-AOC lowest amount quoted | |
| 2 | Rejected-Technical 1207 SUB TREASURY KUNNATHUNAD | KANNUR | KERALA | 670001 | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | Jijo Varghese L1 | K P PAULOSE L2 |
|---|---|---|---|---|---|
| 1.00road maintenance | |||||
| 1.00 | 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. | 197.61 | sqm | 323.59 ₹63,944.62 | 300 ₹59,283 Lowest |
| 1.00 | 3.2: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. | 235.4 | sqm | 16.01 ₹3,768.75 | 16 ₹3,766.4 Lowest |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 73.03 | cum | 441.5 ₹32,242.75 | 420 ₹30,672.6 Lowest |
| 1.00 | OD402376/2024-2025:Sectioning up to 150mm and forming the surface for OLD road way including clearing the roadway of any debris, levelling, cambering, etc. complete as per direction of Engineer in charge. | 198.8 | sqm | 31.2 ₹6,202.56 | 30 ₹5,964 Lowest |
| 1.00 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 31.2 | cum | 55.74 ₹1,739.09 | 55 ₹1,716 Lowest |
| 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 | 105.18 | cum | 3,400 ₹3,57,612 Lowest | 3,550 ₹3,73,389 |
| 1.01 | OD402414/2024-2025: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 | 10.66 | cum | 3,202.71 ₹34,140.89 | 3,100 ₹33,046 Lowest |
| 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 | 696.8 | sqm | 80.37 ₹56,001.82 | 75 ₹52,260 Lowest |
| 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. | 696.8 | sqm | 18.9 ₹13,169.52 | 18 ₹12,542.4 Lowest |
Tender Value
₹14.6 L
EMD Value
₹36,525
Closing Date
1 Sept 2025, 4:15 pmClosed
office of Ast Engineer LIDEW section Mudakuzha GP
office of Assistant Engineer LID EW section Mudakuzha
LRRP-LRRP 2024-2025,Perumbavoor LAC SL No1567 -Mudakuzha West MD Canal Bund ward no 12 of Mudakuzha GP
2025_LSGD_789833_1
06/AE/LSGD/MUdakuzha/25-26
Open Tender
Civil Works - Roads
Item Rate
Mudakuzha GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹36,525
30 Mar 2026
22 Aug 2025
2 Sept 2025
22 Aug 2025
1 Sept 2025
22 Aug 2025
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.PDF
finance_1301372.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 • 0.03 MB
Tendernotice_1.pdf
PDF • 0.19 MB
BOQ_1301372.xls
BOQ • 0.32 MB
viewsbd.pdf
Tender Documents • 2.00 MB
viewnit.pdf
Tender Documents • 0.03 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 .