Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹4.2 L+₹17,617.90 (4.34%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹4.2 L+₹17,666.45 (4.35%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | A HAMZA L1 | karthikeyan L2 | PREMARAJ K L3 |
|---|---|---|---|---|---|---|
| 1.00road widening & interlock | ||||||
| 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. | 225 | sqm | 15.34 ₹3,451.5 Lowest | 16 ₹3,600 | 16 ₹3,600 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 14.85 | cum | 64.03 ₹950.85 Lowest | 66 ₹980.1 | 66 ₹980.1 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 24.63 | cum | 3,197.69 ₹78,759.1 Lowest | 3,336 ₹82,165.68 | 3,337 ₹82,190.31 |
| 1.00 | OD69417/2026-2027:Supplying and laying interlocking tile 100mm or nearest size thickness, minimum strength M
40 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock
cobbles in lines and levels as per the directions of the departmental officers at site inclusive of
all cost &amp;amp; conveyance charges etc. complete | 216 | sqm | 1,155.72 ₹2,49,635.52 Lowest | 1,206 ₹2,60,496 | 1,206 ₹2,60,496 |
| 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) | 7.97 | cum | 9,162.07 ₹73,058.35 Lowest | 9,560 ₹76,231.44 | 9,563 ₹76,255.36 |
Tender Value
₹4.2 L
EMD Value
₹10,591
Closing Date
26 Sept 2026, 11:00 amClosed
vinod p
ae mkd municipality
Annual Plan ARAYANKODE ANGANAVADI POTTIKKUND ROAD KATTA VIRIKKAL WARD 10
2026_LSGD_870099_9
3/2026-27/AE/LID EW/MKDMNCP
Open Tender
Civil Works - Roads
Item Rate
Mannarkkad Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,591
Yes
29 Sept 2026
16 Sept 2026
26 Sept 2026
16 Sept 2026
26 Sept 2026
16 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1road widening & interlock | |||||
| 1.001 | 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. | 225 | sqm | - | - |
| 1.002 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 14.85 | cum | - | - |
| 1.003 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 24.63 | cum | - | - |
| 1.004 | OD69417/2026-2027:Supplying and laying interlocking tile 100mm or nearest size thickness, minimum strength M
40 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock
cobbles in lines and levels as per the directions of the departmental officers at site inclusive of
all cost &amp;amp; conveyance charges etc. complete | 216 | sqm | - | - |
| 1.005 | 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) | 7.97 | cum | - | - |
stage.html
html • 0.02 MB
finance_1474501.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 • 0.28 MB
Tendernotice_2.pdf
PDF • 0.25 MB
Tendernotice_3.pdf
PDF • 0.25 MB
affi.pdf
Other Document • 0.23 MB
form.pdf
Other Document • 0.24 MB
preli.pdf
Other Document • 0.25 MB
sbd.pdf
Other Document • 0.97 MB
BOQ_1474501.xls
BOQ • 0.30 MB
timeextensioncorigundum.pdf
PDF • 0.28 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 .