Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.0 LAdmitted-Fee/PreQual/Technical/Finance | ₹14.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹14.0 L+₹2,020.59 (0.14%)Admitted-Fee/PreQual/Technical/Finance | ₹14.0 L+₹2,020.59 (0.14%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | AKHIL SASI T.S L1 | MUHAMMEDALI V A L2 |
|---|---|---|---|---|---|
| 1.00Road maintenance | |||||
| 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. | 56.05 | sqm | 450.91 ₹25,275.76 Lowest | 451 ₹25,280.81 |
| 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. | 2,619.45 | sqm | 17.61 ₹46,128.51 Lowest | 18 ₹47,150.1 |
| 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) | 2,619.45 | sqm | 322.71 ₹8,45,322.71 Lowest | 323 ₹8,46,082.35 |
| 1.00 | OD64385/2026-2027:(Modified data 3.15 MORTH ) Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means | 69 | sqm | 677.27 ₹46,731.63 Lowest | 678 ₹46,782 |
| 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. | 8.05 | cum | 2,732.47 ₹21,996.38 Lowest | 2,733 ₹22,000.65 |
| 1.01 | OD64862/2026-2027:Providing and laying of Interlock concrete block pavements having thickness 80mm (M40) as per drawings and technical specification clause 1504 confirming to IS 15658 and laid in required colour and pattern over and including 50 mm thick compacted bed of 6 mm metal excluding edge concreting | 75.9 | per sqm | 1,119.61 ₹84,978.4 Lowest | 1,120 ₹85,008 |
| 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) | 32.22 | cum | 10,105.4 ₹3,25,585.88 Lowest | 10,110 ₹3,25,734.09 |
| 1.01 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 4.14 | cum | 484.55 ₹2,006.04 Lowest | 485 ₹2,007.9 |
Tender Value
₹12.7 L
EMD Value
₹31,778
Closing Date
10 Aug 2026, 6:00 pmClosed
Executive Engineer Thrissur corporation
Executive Engineer Thrissur corporation
71/26-27- Thrissur Corporation Vilvattom Zonal Division 8 Police Academy Kuttumukku Road Chullikkadu Bylane 4 cent kuttiyal bylanes kadavathu lane Kuttumukku Nettissery
2026_LSGD_863721_25
PW2-17409/18,13.08.2026
Open Tender
Civil Works - Roads
Item Rate
270 days
Superintending Engineer Thrissur corporation
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
₹31,778
9 Sept 2026
3 Aug 2026
13 Aug 2026
3 Aug 2026
10 Aug 2026
3 Aug 2026
3 Aug 2026 - 7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road maintenance | |||||
| 1.001 | 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. | 1 | sqm | - | - |
| 1.002 | 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 | sqm | - | - |
| 1.003 | 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) | 1 | sqm | - | - |
| 1.004 | OD64385/2026-2027:(Modified data 3.15 MORTH ) Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means | - | sqm | - | - |
| 1.005 | 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. | - | cum | - | - |
| 1.006 | OD64862/2026-2027:Providing and laying of Interlock concrete block pavements having thickness 80mm (M40) as per drawings and technical specification clause 1504 confirming to IS 15658 and laid in required colour and pattern over and including 50 mm thick compacted bed of 6 mm metal excluding edge concreting | - | per sqm | - | - |
| 1.007 | 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) | - | cum | - | - |
| 1.008 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 1 | cum | - | - |
stage.html
html • 0.02 MB
finance_1461602.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 • 0.48 MB
BOQ_1461602.xls
BOQ • 0.30 MB
NIT.pdf
Other Document • 0.03 MB
SBD.pdf
Other Document • 2.09 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 .