Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAdmitted-Fee/PreQual/Technical/Finance | ₹4.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹4.5 L+₹4,567.12 (1.03%)Admitted-Fee/PreQual/Technical/Finance | ₹4.5 L+₹4,567.12 (1.03%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹4.5 L+₹6,630.17 (1.50%)Admitted-Fee/PreQual/Technical/Finance | ₹4.5 L+₹6,630.17 (1.50%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹4.5 L+₹9,137.62 (2.07%)Admitted-Fee/PreQual/Technical/Finance AIKKARANAD G P 2024 25 P NO 245 KADAMATTOM SCHOO IMAINTENANCE WARD 7 | IDUKKI | KERALA | 685501 | ₹4.5 L+₹9,137.62 (2.07%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | ELDHO O M L2 | P.V.George L4 | SHAJI K P L1 | ANCYMOL YESUDAS L3 |
|---|---|---|---|---|---|---|---|
| 1.00Renovation | |||||||
| 1.00 | OD47989/2026-2027:sectioning up to 150mm and forming the surface for old road way levelling, cambering etc complete as per direction of engineer in charge | 69.12 | sqm | 27.42 ₹1,895.27 | 27.71 ₹1,915.32 | 27.14 ₹1,875.92 Lowest | 28 ₹1,935.36 |
| 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. | 269.28 | sqm | 14.07 ₹3,788.77 | 14.22 ₹3,829.16 | 13.93 ₹3,751.07 Lowest | 15 ₹4,039.2 |
| 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 | 33.84 | cum | 2,934 ₹99,286.56 | 2,964.04 ₹1,00,303.11 | 2,903.96 ₹98,270.01 | 2,171 ₹73,466.64 Lowest |
| 1.00 | OD48013/2026-2027:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40
hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted
bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin-charge | 309.04 | sqm | 1,019.93 ₹3,15,199.17 | 1,030.37 ₹3,18,425.54 | 1,009.49 ₹3,11,972.79 Lowest | 1,110 ₹3,43,034.4 |
| 1.00 | 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) | 3.23 | cum | 8,075.14 ₹26,090.78 | 8,157.82 ₹26,357.92 | 7,992.46 ₹25,823.64 Lowest | 8,000 ₹25,848 |
Tender Value
₹5.1 L
EMD Value
₹12,692
Closing Date
10 Sept 2026, 5:00 pmClosed
ASST. ENGINEER
O/O AE,CHOTTANIKKARA GP
Thalakode Colony Koloth Road Completion work Ward No11 in Chottanikkara GP
2026_LSGD_867498_1
36/AE/26-27/LSGD/CHKRA/379
Open Tender
Civil Works - Roads
Item Rate
180 days
CHOTTANIKKARA
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,120
Yes
₹12,692
Yes
15 Sept 2026
3 Sept 2026
11 Sept 2026
3 Sept 2026
10 Sept 2026
3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Renovation | |||||
| 1.001 | OD47989/2026-2027:sectioning up to 150mm and forming the surface for old road way levelling, cambering etc complete as per direction of engineer in charge | 69.12 | 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. | 269.28 | sqm | - | - |
| 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 | 33.84 | cum | - | - |
| 1.004 | OD48013/2026-2027:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40
hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted
bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin-charge | 309.04 | sqm | - | - |
| 1.005 | 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) | 3.23 | cum | - | - |
stage.html
html • 0.02 MB
finance_1468967.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 • 0.05 MB
viewsbd.pdf
Tender Documents • 1.88 MB
BOQ_1468967.xls
BOQ • 0.30 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 .