Loading
Loading…
New
Tenderkart now works inside Claude and ChatGPT: search and analyse tenders right from your chat
Tenderkart now works inside Claude and ChatGPT: search and analyse tenders right from your chat
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₹2.4 LAccepted-AOC | L1 | Accepted-AOC agreement exicuted | |
| 2 | L2₹2.5 L+₹6,831 (2.86%)Rejected-AOC | L2 | Rejected-AOC higher rate hence not admitted | |
| 3 | L3₹2.5 L+₹13,724.38 (5.75%)Rejected-AOC | L3 | Rejected-AOC higher rate hence not admitted |
| Sl No | Description | Qty | Unit | Muraleedharan AR L2 | Sijo John C. L3 | DILRAJ K DILEEP L1 |
|---|---|---|---|---|---|---|
| 1.00Road Retarring | ||||||
| 1.00 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | 0.02 | Hectare | 47,000 ₹1,034 | 50,000 ₹1,100 | 15,000 ₹330 Lowest |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <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 <br> Type A <br> (II) Bitumen (S-65) | 645 | sqm | 302.65 ₹1,95,209.25 | 310 ₹1,99,950 | 293.57 ₹1,89,352.65 Lowest |
| 1.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <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. | 645 | sqm | 15.79 ₹10,184.55 | 17 ₹10,965 | 15 ₹9,675 Lowest |
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <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. | 54.75 | sqm | 418.33 ₹22,903.57 | 430 ₹23,542.5 | 405.78 ₹22,216.46 Lowest |
| 1.00 | 4.11.2: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. <br>(ii) Using Gravel mix soil. | 0.9 | cum | 2,484.07 ₹2,235.66 | 2,500 ₹2,250 | 2,260 ₹2,034 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) | 1.35 | cum | 9,186.73 ₹12,402.09 | 9,300 ₹12,555 | 8,911.12 ₹12,030.01 Lowest |
| 1.01 | OD214446/2025-2026:Supplying and fixing Name board with size and specification as per the direction of of dept officers at site | 1 | each | 1,500 ₹1,500 Lowest | 2,000 ₹2,000 | 3,000 ₹3,000 |
Tender Value
₹2.5 L
EMD Value
₹6,137
Closing Date
1 Sept 2025, 1:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
assitant engineer,LID EW kaiparambu GP
assitant engineer,LID EW kaiparambu GP
Annual Plan-KAIPARAMBU GRAMAPANCHAYATH 2025-26 PROJ NO 146/26-M G ROAD RETARRING IN WARD 12-General Civil Work
2025_LSGD_784862_1
ET3/146/2025-26/AE/LID EW/KGP
Open Tender
Civil Works - Roads
Item Rate
365 days
mundur
refer tender documents
7 documents required · 7 mandatory
₹555
Yes
₹6,137
Yes
16 Dec 2025
18 Aug 2025
2 Sept 2025
18 Aug 2025
1 Sept 2025
18 Aug 2025
Amount
Road Retarring
2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <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 <br> Type A <br> (II) Bitumen (S-65)
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <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.
75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <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.
4.11.2: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. <br>(ii) Using Gravel mix soil.
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)
OD214446/2025-2026:Supplying and fixing Name board with size and specification as per the direction of of dept officers at site
Muraleedharan AR (BID ID -2308094)
Sijo John C. (BID ID -2319058)
Bidder Name
Muraleedharan AR
Sijo John C.
DILRAJ K DILEEP
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1289633.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
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 .