Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.1 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹20.2 L+₹1.1 L (6.01%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | Shyja Suresh K L2 | K HARINARAYANAN L1 |
|---|---|---|---|---|---|
| 1.00Road works | |||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 131.7 | cum | 467.99 ₹61,634.28 | 441.5 ₹58,145.55 Lowest |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 77.92 | cum | 3,538.15 ₹2,75,710.34 | 3,335 ₹2,59,879.88 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) | 95.85 | cum | 10,137.57 ₹9,71,686.08 | 9,563.75 ₹9,16,685.44 Lowest |
| 1.00 | OD354690/2025-2026:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed)
after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller
to get a compact surface | 11.1 | Cum cm | 8,633.42 ₹95,856.86 | 8,144.74 ₹90,431.05 Lowest |
| 1.00 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 1,162.5 | sqm | 20.39 ₹23,703.38 | 19.24 ₹22,366.5 Lowest |
| 1.01 | OD354691/2025-2026:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> Providing, laying and rolling of close-graded premix surfacing material of 30 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 :- Type A <br> (II) Bitumen (S-65) | 1,278.75 | sqm | 461.65 ₹5,90,334.94 | 435.52 ₹5,56,921.2 Lowest |
| 1.01 | OD354692/2025-2026:Supplying and fixing Granite Name board 0.90mx0.75m with CC1:2:4, 1.00mx1.00m | 1 | no | 6,040.09 ₹6,040.09 | 5,698.2 ₹5,698.2 Lowest |
| 2.00 | Note :1 All materials, Items, Equipment shall be best branded items with IS and approved by client/KEL | 1 | nos | - | - |
| 3.00 | 2:Rate should be inclusive of Insurance,Transportation, delivery and installation cost for all items | 1 | nos | - | - |
Tender Value
₹19.1 L
EMD Value
₹47,759
Closing Date
29 May 2026, 4:00 pmClosed
ENGINEER (PROJECTS)
KEL MAMALA KOCHI
LAC-ADS 2018-19 - Tarur LAC Construction of Paruthipulli Maariyilkkad Nettiyod Road in Peringottukurussi GP, Palakkad District
2026_KEL_852506_1
KRO/ BDC/2388/2026
Open Tender
Civil Works - Roads
Item Rate
KEL MAMALA KOCHI
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,950
Yes
₹47,759
Yes
3 Jul 2026
22 May 2026
30 May 2026
22 May 2026
29 May 2026
22 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road works | |||||
| 1.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | - | - |
| 1.002 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 1 | cum | - | - |
| 1.003 | 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) | 1 | cum | - | - |
| 1.004 | OD354690/2025-2026:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed)
after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller
to get a compact surface | 1 | Cum cm | - | - |
| 1.005 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | - | - |
| 1.006 | OD354691/2025-2026:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> Providing, laying and rolling of close-graded premix surfacing material of 30 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 :- Type A <br> (II) Bitumen (S-65) | - | sqm | - | - |
| 1.007 | OD354692/2025-2026:Supplying and fixing Granite Name board 0.90mx0.75m with CC1:2:4, 1.00mx1.00m | - | no | - | - |
| 32:Rate should be inclusive of Insurance,Transportation, delivery and installation cost for all items | |||||
| 43.Rate should be Exclusive of GST. | |||||
stage.html
html • 0.04 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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
Tendernotice_1.pdf
PDF • 0.67 MB
BOQ_1440467.xls
BOQ • 0.32 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 .