Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAdmitted-Fee/PreQual/Technical/Finance | ₹6.8 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹7.1 L+₹25,429.29 (3.73%)Admitted-Fee/PreQual/Technical/Finance | ₹7.1 L+₹25,429.29 (3.73%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹7.4 L+₹57,628.34 (8.45%)Admitted-Fee/PreQual/Technical/Finance | ₹7.4 L+₹57,628.34 (8.45%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹8.5 L+₹1.7 L (24.7%)Admitted-Fee/PreQual/Technical/Finance | ₹8.5 L+₹1.7 L (24.7%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | shiras L3 | SATHEESH KUMAR S L4 | SUDHEER M L2 | K P RAJAN L1 |
|---|---|---|---|---|---|---|---|
| 1.00MAINTENANCE OF CHENNILAM THACHANCODU ELA ROAD | |||||||
| 1.00 | OD55993/2026-2027:Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m. | 68.4 | sqm | 32.79 ₹2,242.84 | 40 ₹2,736 | 31.36 ₹2,145.02 | 30.23 ₹2,067.73 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. | 702 | sqm | 14.28 ₹10,024.56 | 20 ₹14,040 | 13.66 ₹9,589.32 | 13.16 ₹9,238.32 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) | 84.24 | cum | 8,534.68 ₹7,18,961.44 | 9,780 ₹8,23,867.2 | 8,163.19 ₹6,87,667.13 | 7,869.89 ₹6,62,959.53 Lowest |
| 1.00 | OD55711/2026-2027::Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 11.23 | cum | 562.46 ₹6,317.55 | 650 ₹7,300.8 | 537.97 ₹6,042.48 | 518.64 ₹5,825.36 Lowest |
| 1.00 | OD55712/2026-2027:Supplying and fixing information board 75 x 60 mm size using GI Post and 1 mm MS sheet etc. | 1 | each | 2,219.5 ₹2,219.5 | 2,550 ₹2,550 | 2,122.89 ₹2,122.89 | 2,046.61 ₹2,046.61 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,185
Closing Date
24 Aug 2026, 6:00 pmClosed
Assistant Engineer
Office of Assistant Engineer LSGD Section Tholicode
GENERAL-THOLICODU GP- 94/2026-27- MAINTENANCE OF CHENNILAM THACHANCODU ELA ROAD-General Civil Work
2026_LSGD_865554_3
AE/LIDEW/TLKD/2026-27/ET1
Open Tender
Civil Works - Roads
Item Rate
Tholicode
See Bid Documents
8 documents required · 8 mandatory
₹1,870
₹21,185
1 Sept 2026
17 Aug 2026
1 Sept 2026
17 Aug 2026
24 Aug 2026
17 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1MAINTENANCE OF CHENNILAM THACHANCODU ELA ROAD | |||||
| 1.001 | OD55993/2026-2027:Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m. | - | sqm | - | - |
| 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 | 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 | OD55711/2026-2027::Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 1 | cum | - | - |
| 1.005 | OD55712/2026-2027:Supplying and fixing information board 75 x 60 mm size using GI Post and 1 mm MS sheet etc. | - | each | - | - |
stage.html
html • 0.02 MB
finance_1464897.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 • 0.03 MB
Tendernotice_1.pdf
PDF • 0.35 MB
94nit.pdf
Tender Documents • 0.03 MB
BOQ_1464897.xls
BOQ • 0.30 MB
94sbd.pdf
Tender Documents • 1.91 MB
TDcompressed.pdf
Tender Documents • 0.15 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 .