Loading
Loading…
New: tenders and results on WhatsApp
New: Find tenders, results and companies on WhatsApp, by text or voice note
New: tenders and results on WhatsApp
New: Find tenders, results and companies on WhatsApp, by text or voice note
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₹9.1 LAccepted-AOC | L1 | Accepted-AOC l1 | |
| 2 | Rejected-Technical KERALA KL | ALAPPUZHA | KERALA | 688548 | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical KADAYIL VEEDU THALIKKUZHY ADAYAMON P O | ADAYAMON | KOLLAM | KERALA | 691533 | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical ELAYADATH HOUSE KALLARA THIRUVANANTHAPURAM 695608 | THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695608 | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | s.jayakumar L4 | Smijulal L1 | ANI C B L2 | NAZARUDEEN L3 |
|---|---|---|---|---|---|---|---|
| 1.00Maintenanace of road | |||||||
| 1.00 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65) | 118.88 | sqm | 398.68 ₹47,395.08 | 364 ₹43,272.32 Lowest | 382.25 ₹45,441.88 | 400 ₹47,552 |
| 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. | 348 | sqm | 15.84 ₹5,512.32 | 14.1 ₹4,906.8 | 15.18 ₹5,282.64 | 12 ₹4,176 Lowest |
| 1.00 | 4.11.1: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> (i) Using naturally occuring gravel | 8.96 | cum | 2,465.35 ₹22,089.54 | 2,253.9 ₹20,194.94 Lowest | 2,363.73 ₹21,179.02 | 2,400 ₹21,504 |
| 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 | 15.03 | cum | 3,710.01 ₹55,761.45 | 3,391 ₹50,966.73 | 3,557.09 ₹53,463.06 | 3,200 ₹48,096 Lowest |
| 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 | 100.2 | sqm | 73.69 ₹7,383.74 | 67.8 ₹6,793.56 | 70.66 ₹7,080.13 | 60 ₹6,012 Lowest |
| 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. | 100.2 | sqm | 16.08 ₹1,611.22 | 14.5 ₹1,452.9 Lowest | 15.42 ₹1,545.08 | 16 ₹1,603.2 |
| 1.01 | 5.2.1a:Tack Coat 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. | 849.2 | sqm | 13.49 ₹11,455.71 | 12.5 ₹10,615 Lowest | 12.94 ₹10,988.65 | 16 ₹13,587.2 |
| 1.01 | OD113786/2025-2026: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 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 &lt;br&gt; By Manual Means :- Type A &lt;br&gt; (II) Bitumen (S-65) | 949.4 | sqm | 280.79 ₹2,66,582.03 | 256.6 ₹2,43,616.04 Lowest | 269.21 ₹2,55,587.97 | 300 ₹2,84,820 |
| 1.01 | OD399032/2023-2024:Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish lead up to 50m and lift up to 1.50m | 66 | 1 sqm | 36.36 ₹2,399.76 | 33.19 ₹2,190.54 Lowest | 34.86 ₹2,300.76 | 36 ₹2,376 |
Tender Value
₹10.3 L
EMD Value
₹25,736
Closing Date
29 Jul 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 EngineerMudakkal Grama Panchayat
Assistant Engineer LID and EW Section Mudakkal Grama Panchayath
Annual Plan-Mudakkal GP.Proj.No.50/2025- 26-Improvements to Chempoor Kulathinkara Kshethram Kilithattumukku road in ward 12
2025_LSGD_778393_1
6/AE/50/25
Open Tender
Civil Works - Roads
Item Rate
60 days
Mudakkal GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹25,736
13 Oct 2025
22 Jul 2025
31 Jul 2025
22 Jul 2025
29 Jul 2025
22 Jul 2025
22 Jul 2025 - 29 Jul 2025
Amount
Maintenanace of road
5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65)
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.
4.11.1: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> (i) Using naturally occuring gravel
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.
5.2.1a:Tack Coat 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.
OD113786/2025-2026: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 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 &lt;br&gt; By Manual Means :- Type A &lt;br&gt; (II) Bitumen (S-65)
OD399032/2023-2024:Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish lead up to 50m and lift up to 1.50m
OD113815/2025-2026:Providing Plain cement concrete for berm of road with one side form work and vibrator CC 1:2:4 (1 cement: 2 fine aggregate: 4course 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)
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)
OD118732/2025-2026:Supplying and fixing nameboard of size 75*60 cm size using GI pipe as post and 1 mm thick MS sheet surrounded by MS angles including painting, lettering and fixing in concrete etc as per directions of Engineer-in-charge.
ANI C B (BID ID -2266645)
NAZARUDEEN (BID ID -2266664)
s.jayakumar (BID ID -2265695)
Bidder Name
s.jayakumar
NAZARUDEEN
Smijulal
ANI C B
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1274329.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 .