Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.9 LAccepted-Finance | ₹15.9 L | L1 | Accepted-Finance LOWEST |
| 2 | L2₹16.2 L+₹29,022.50 (1.82%)Rejected-Finance | ₹16.2 L+₹29,022.50 (1.82%) | L2 | Rejected-Finance SECOND LOWEST |
| 3 | L3₹16.9 L+₹1.0 L (6.32%)Rejected-Finance | ₹16.9 L+₹1.0 L (6.32%) | L3 | Rejected-Finance THIRD LOWEST |
| 4 | L4₹16.9 L+₹1.0 L (6.32%)Rejected-Finance | ₹16.9 L+₹1.0 L (6.32%) | L4 | Rejected-Finance FOURTH LOWEST |
| Sl No | Description | Qty | Unit | G.Ashokan L1 | Vijayakumar.V L2 | SHABU B. L3 | RAJESH KUMAR C L3 |
|---|---|---|---|---|---|---|---|
| 1.00Road maintenance | |||||||
| 1.00 | 3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | 74.4 | cum | 55 ₹4,092 Lowest | 55 ₹4,092 Lowest | 55 ₹4,092 Lowest | 55 ₹4,092 Lowest |
| 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. | 895 | sqm | 16 ₹14,320 Lowest | 16.3 ₹14,588.5 | 16 ₹14,320 Lowest | 16 ₹14,320 Lowest |
| 1.00 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 6 | cum | 1,866 ₹11,196 Lowest | 1,866 ₹11,196 Lowest | 1,866 ₹11,196 Lowest | 1,866 ₹11,196 Lowest |
| 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) | 54.75 | cum | 8,000 ₹4,38,000 Lowest | 8,500 ₹4,65,375 | 9,776 ₹5,35,236 | 9,776 ₹5,35,236 |
| 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 | 93 | cum | 3,832 ₹3,56,376 Lowest | 3,832 ₹3,56,376 Lowest | 3,832 ₹3,56,376 Lowest | 3,832 ₹3,56,376 Lowest |
| 1.01 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <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 | 620 | sqm | 80 ₹49,600 Lowest | 80 ₹49,600 Lowest | 80 ₹49,600 Lowest | 80 ₹49,600 Lowest |
| 1.01 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 620 | sqm | 19 ₹11,780 Lowest | 19 ₹11,780 Lowest | 19 ₹11,780 Lowest | 19 ₹11,780 Lowest |
| 1.01 | 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. | 133 | sqm | 416 ₹55,328 Lowest | 416 ₹55,328 Lowest | 416 ₹55,328 Lowest | 416 ₹55,328 Lowest |
| 1.01 | 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. | 1,400 | sqm | 16 ₹22,400 Lowest | 16.11 ₹22,554 | 16 ₹22,400 Lowest | 16 ₹22,400 Lowest |
Tender Value
₹16.9 L
EMD Value
₹42,350
Closing Date
28 Jul 2026, 6:00 pmClosed
Leejiaraju
AEE ULOOR ZONAL OFFICE
420/2026-27 Maintenance of monvila snehasramam road, kurishadi edavanakonam rajeev nagar road in kuzhivila ward Road maintenance
2026_LSGD_861616_8
AEE/KZTM/DB/T05/2026-27
Open Tender
Civil Works - Roads
Item Rate
MONVILA
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,500
Yes
₹42,350
Yes
18 Sept 2026
21 Jul 2026
30 Jul 2026
21 Jul 2026
28 Jul 2026
21 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road maintenance | |||||
| 1.001 | 3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | - | cum | - | - |
| 1.002 | 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. | - | sqm | - | - |
| 1.003 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | - | cum | - | - |
| 1.004 | 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) | - | cum | - | - |
| 1.005 | 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 | - | cum | - | - |
| 1.006 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <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 | - | sqm | - | - |
| 1.007 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | - | - |
| 1.008 | 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. | - | sqm | - | - |
| 1.009 | 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. | - | sqm | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
finance_1457308.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
Tendernotice_1.pdf
PDF • 0.31 MB
Tendernotice_2.pdf
PDF • 0.18 MB
Tendernotice_3.pdf
PDF • 0.24 MB
sbd.pdf
Tender Documents • 1.86 MB
BOQ_1457308.xls
BOQ • 0.31 MB
affi.pdf
Tender Documents • 0.23 MB
form.pdf
Tender Documents • 0.25 MB
pree.pdf
Tender Documents • 0.25 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 .