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₹5.8 LAccepted-AOC SRO STAMP VENDOR RAJAPURAM 671532 | KASARAGOD | KERALA | 671532 | L1 | Accepted-AOC L1 | |
| 2 | L2₹5.8 L+₹1,343.10 (0.23%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹6.3 L+₹55,245.60 (9.57%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹6.4 L+₹63,903.60 (11.1%)Rejected-Finance | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | BABU M JOSEPH L2 | V V Manojan L1 | SANDYA.M L4 | AJITHKUMAR.C L3 |
|---|---|---|---|---|---|---|---|
| 1.00Paingoth -Madhuramkai Road balance portion Taring | |||||||
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 98.4 | cum | 30 ₹2,952 Lowest | 60 ₹5,904 | 64 ₹6,297.6 | 64 ₹6,297.6 |
| 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. (ii) Using Gravel mix soil. | 40 | cum | 2,200 ₹88,000 Lowest | 2,200 ₹88,000 Lowest | 2,338 ₹93,520 | 2,338 ₹93,520 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 24.9 | cum | 8,000 ₹1,99,200 | 7,700 ₹1,91,730 Lowest | 8,300 ₹2,06,670 | 8,300 ₹2,06,670 |
| 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 | 35.1 | cum | 3,200 ₹1,12,320 Lowest | 3,250 ₹1,14,075 | 3,600 ₹1,26,360 | 3,500 ₹1,22,850 |
| 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 | 234 | sqm | 70 ₹16,380 Lowest | 75 ₹17,550 | 75 ₹17,550 | 75 ₹17,550 |
| 1.01 | 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. | 234 | sqm | 15 ₹3,510 Lowest | 15 ₹3,510 Lowest | 16 ₹3,744 | 16 ₹3,744 |
| 1.01 | OD61975/2025-2026:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 using Shredded Plastic Providing, laying and rolling of close-graded premix surfacing material of 20 mm thicknesslaying 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 coated with Shredded Plastic (3% by weight of bitumen) as per standard procedure 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) | 234 | sqm | 270 ₹63,180 Lowest | 270 ₹63,180 Lowest | 300 ₹70,200 | 278 ₹65,052 |
| 1.01 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 7.35 | cum | 46 ₹338.1 Lowest | 80 ₹588 | 80 ₹588 | 80 ₹588 |
| 1.01 | OD90458/2025-2026:[OD From DAR 60.7.1] - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling
course masonry with good quality blasted rubble including packing to compactness to lines and
levels cost and conveyance of all materials labour charges etc. complete as per direction of
Departmental officers at site | 23.23 | cum | 3,500 ₹81,308.5 Lowest | 3,500 ₹81,308.5 Lowest | 4,500 ₹1,04,539.5 | 4,500 ₹1,04,539.5 |
Tender Value
₹6.3 L
EMD Value
₹15,874
Closing Date
2 Aug 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer, LIDEW Section, Kanhangad Munic
Assistant Engineer, LIDEW Section, Kanhangad Municipality
Annual Plan-KMC PRO NO. 251/26-Paingoth -Madhuramkai Road balance portion Taring
2025_LSGD_777170_24
02/2025/TN/AE/LIDEW/KMC
Open Tender
Civil Works - Roads
Item Rate
180 days
KANHANGAD
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,405
Yes
₹15,874
Yes
27 Sept 2025
25 Jul 2025
4 Aug 2025
25 Jul 2025
2 Aug 2025
25 Jul 2025
Amount
Paingoth -Madhuramkai Road balance portion Taring
3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
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. (ii) Using Gravel mix soil.
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
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.
OD61975/2025-2026:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 using Shredded Plastic Providing, laying and rolling of close-graded premix surfacing material of 20 mm thicknesslaying 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 coated with Shredded Plastic (3% by weight of bitumen) as per standard procedure 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)
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
OD90458/2025-2026:[OD From DAR 60.7.1] - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
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)
BABU M JOSEPH (BID ID -2270778)
AJITHKUMAR.C (BID ID -2271365)
SANDYA.M (BID ID -2271420)
Bidder Name
AJITHKUMAR.C
BABU M JOSEPH
V V Manojan
SANDYA.M
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1273709.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 .