Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.9 LAccepted-AOC | L1 | Accepted-AOC Lowest rate. Accepted. | |
| 2 | L2₹9.0 L+₹10,808.99 (1.22%)Rejected-AOC | L2 | Rejected-AOC Higher rate than L1 and hence rejected. | |
| 3 | L3₹9.0 L+₹15,339.49 (1.73%)Rejected-AOC KERALA KL | L3 | Rejected-AOC Higher rate and hence rejected. |
| Sl No | Description | Qty | Unit | SUDHEER.K L1 | MOHAMMEDALI PK L3 | SAID K T L2 |
|---|---|---|---|---|---|---|
| 1.00Road Renovation | ||||||
| 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. | 663 | sqm | 14 ₹9,282 Lowest | 14.7 ₹9,746.1 | 14.7 ₹9,746.1 |
| 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 | 49.73 | cum | 3,440 ₹1,71,054 Lowest | 3,449.92 ₹1,71,547.27 | 3,449.92 ₹1,71,547.27 |
| 1.00 | 5.1.1a:Prime Coat :- Low porosity 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 | 663 | sqm | 75 ₹49,725 Lowest | 76.67 ₹50,832.21 | 76.67 ₹50,832.21 |
| 1.00 | 5.2.3a:Tack Coat 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. | 663 | sqm | 16 ₹10,608 Lowest | 16.53 ₹10,959.39 | 16.53 ₹10,959.39 |
| 1.00 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> 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 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65) | 663 | sqm | 275 ₹1,82,325 | 273.18 ₹1,81,118.34 Lowest | 273.18 ₹1,81,118.34 Lowest |
| 1.01 | OD404716/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5m, All kinds of soil | 453.05 | sqm | 60 ₹27,183 | 33.75 ₹15,290.44 Lowest | 33.75 ₹15,290.44 Lowest |
| 1.01 | OD404724/2025-2026:Granular sub-base/Base/Surface course with local materials(table 400.13) by mix in place method normal. construction of Granular Sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical specification Clause 408. (ii) using Gravel mix soil | 34.81 | cum | 2,000 ₹69,616 Lowest | 2,140.27 ₹74,498.52 | 2,140.27 ₹74,498.52 |
| 1.01 | OD405669/2025-2026:Providing Plain cement concrete for road work without Form work CC 1:2:4 (1 cement: 2 fine
aggregate: 4
course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required
including compaction, finishing and tamping etc .complete. Max. size of course
aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per
specification
(i) Nominal mix (1:2:4) | 45.3 | cum | 8,080 ₹3,66,064.4 Lowest | 8,546.62 ₹3,87,204.62 | 8,446.62 ₹3,82,674.12 |
Tender Value
₹9.0 L
EMD Value
₹22,417
Closing Date
4 Mar 2026, 10:00 amClosed
Assistant Engineer
Office of Assistant Engineer,LID and EW Section, Pothukallu Grama Panchayath, Malappuram, 679334
Annual plan 2025-26- Chendhampotty road renovation Proj.No.102/26 - Pothukal Gp
2026_LSGD_839300_5
04/AE/LID EW/PKL/2025-26
Open Tender
Civil Works - Roads
Item Rate
240 days
Pothukal GP
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,980
Yes
₹22,417
Yes
18 Mar 2026
23 Feb 2026
6 Mar 2026
23 Feb 2026
4 Mar 2026
23 Feb 2026
Road Renovation
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.
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
5.1.1a:Prime Coat :- Low porosity 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
5.2.3a:Tack Coat 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.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> 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 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65)
OD404716/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5m, All kinds of soil
OD404724/2025-2026:Granular sub-base/Base/Surface course with local materials(table 400.13) by mix in place method normal. construction of Granular Sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical specification Clause 408. (ii) using Gravel mix soil
OD405669/2025-2026:Providing Plain cement concrete for road work without Form work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1414401.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 • 0.37 MB
BOQ_1414401.xls
BOQ • 0.30 MB
102.rar
Tender Documents • 3.75 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 .