Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹12.4 LAccepted-AOC | 1 | Accepted-AOC Lowest Bidder | |
| 2 | 2₹12.7 L+₹30,737.80 (2.48%)Rejected-Finance 309 26 CHAPPATH MKC ROAD CONERELE | 2 | Rejected-Finance . |
| Sl No | Description | Qty | Unit | JOSEPH JOSE L1 | PERIYAR TRADERS L2 |
|---|---|---|---|---|---|
| 1.00Bus Stand Maintenance | |||||
| 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. | 607 | sqm | 12 ₹7,284 Lowest | 30.45 ₹18,483.15 |
| 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 | 25.07 | cum | 2,200 ₹55,165 | 950 ₹23,821.25 Lowest |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.61 | tonne | 1,00,100 ₹1,60,960.8 | 95,000 ₹1,52,760 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) | 109.26 | cum | 8,200 ₹8,95,932 Lowest | 8,600 ₹9,39,636 |
| 2.00Re-Tarring | |||||
| 2.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 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. | 21.6 | sqm | 250 ₹5,400 Lowest | 302 ₹6,523.2 |
| 2.00 | 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. | 432 | sqm | 14 ₹6,048 Lowest | 80 ₹34,560 |
| 2.00 | 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) | 432 | sqm | 250 ₹1,08,000 | 217 ₹93,744 Lowest |
Tender Value
₹14.2 L
EMD Value
₹35,429
Closing Date
2 Mar 2026, 9:00 amClosed
Jobimon C L
AE LSGD KURAVILANGAD
Pro.no 152 25-26 Bus stand Maintenance of Kuravilangad G P
2026_LSGD_838351_8
09/AE/LID_EW/KVLD/2025-26
Open Tender
Civil Works - Others
Item Rate
Kuravilangad G P
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,760
Yes
₹35,429
Yes
20 Apr 2026
23 Feb 2026
3 Mar 2026
23 Feb 2026
2 Mar 2026
23 Feb 2026
Bus Stand Maintenance
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.
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
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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)
Re-Tarring
75.5.5.A.1pb:Modified Penetration Macadam 50 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.
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.
75.5.11.1.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)
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.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 • 0.05 MB
Tendernotice_1.pdf
PDF • 0.43 MB
Tendernotice_2.pdf
PDF • 0.31 MB
Tendernotice_3.pdf
PDF • 0.31 MB
Tendernotice_4.pdf
PDF • 0.40 MB
Tendernotice_5.pdf
PDF • 0.29 MB
Tendernotice_6.pdf
PDF • 1.70 MB
BOQ_1412510.xls
BOQ • 0.23 MB
FOT.pdf
Tender Documents • 0.34 MB
NIT.pdf
Tender Documents • 0.43 MB
AFFI.pdf
Tender Documents • 0.28 MB
PA.pdf
Tender Documents • 0.30 MB
FEE.pdf
Tender Documents • 0.46 MB
SBD.pdf
Tender Documents • 1.72 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 .