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 | L1₹7.1 LAccepted-AOC KARULAI GP | L1 | Accepted-AOC AGREEMENT EXECUTED BY THE CONTRACTOR | |
| 2 | L2₹7.3 L+₹19,588.16 (2.77%)Rejected-AOC KARULAI GP | L2 | Rejected-AOC HIGHER RATE , HENCE REJECTED |
| Sl No | Description | Qty | Unit | IQUBAL L1 | ABDUL LATHEEF L2 |
|---|---|---|---|---|---|
| 1.00RE-TARRING WORKS | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 186 | sqm | 14.45 ₹2,687.7 Lowest | 14.7 ₹2,734.2 |
| 1.00 | 4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead | 27.9 | cum | 3,391.27 ₹94,616.43 Lowest | 3,449.92 ₹96,252.77 |
| 1.00 | 5.1.1a:Prime Coat :- Low porosity <br> 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 | 186 | sqm | 74.6 ₹13,875.6 Lowest | 75.89 ₹14,115.54 |
| 1.00 | 5.2.3a:Tack Coat <br>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. | 186 | sqm | 16.11 ₹2,996.46 Lowest | 16.39 ₹3,048.54 |
| 1.00 | 5.2.1a:Tack Coat<br> 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. | 1,398 | sqm | 13.5 ₹18,873 Lowest | 13.73 ₹19,194.54 |
| 1.01 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <br> 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. | 168.75 | sqm | 290.47 ₹49,016.81 Lowest | 295.49 ₹49,863.94 |
| 1.01 | 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) | 1,584 | sqm | 270.68 ₹4,28,757.12 Lowest | 280 ₹4,43,520 |
| 1.01 | OD279042/2025-2026:1.001-Specification code: OD176386/2025-2026
Surface dressing of the ground including removing vegetation and in-equalities not exceeding
15 cm deep and disposal of rubbish,lead upto 50m and lift upto 1.5m
All kinds of soil | 20 | sqm | 3,318.35 ₹66,367 Lowest | 3,375.74 ₹67,514.8 |
| 1.01 | OD279043/2025-2026:[OD From MORD 4.1.A.1] Granular Sub-base with Well Graded Material (Table 400.1) (A)
By Mix in Place Method 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 Plate Vibrator to achieve the desired
density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 2 | cum | 2,983.31 ₹5,966.62 Lowest | 3,034.9 ₹6,069.8 |
Tender Value
₹7.2 L
EMD Value
₹18,008
Closing Date
16 Oct 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GREESHMA G R
Office of the Assistant Engineer LID EW SECTION KARULAI GP
ANNUAL PLAN 2025 26 KARULAI GP WARD 5 BHOOMIKUTHU CHERUPUZHA ROAD PROTECTION WORK KARULAI GP PRO NO 166
2025_LSGD_806860_7
02/2026/AE/LID EW/KLI
Open Tender
Civil Works - Roads
Item Rate
KARULAI GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,590
Yes
₹18,008
Yes
20 Nov 2025
8 Oct 2025
18 Oct 2025
8 Oct 2025
16 Oct 2025
8 Oct 2025
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1344358.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 .