Loading
Loading…
Loading…
Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.1 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹8.1 L+₹935.94 (0.12%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹8.2 L+₹10,256.16 (1.27%)Rejected-AOC KUNNATHUNAD G P | ERNAKULAM | KERALA | 680667 | L3 | Rejected-AOC L3 | |
| 4 | L4₹8.8 L+₹66,192.55 (8.17%)Rejected-AOC BINALA SI PO | NALANDA | BIHAR | 801301 | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | MP MAKKAR L4 | T C Muhammed L1 | N J CONSTRUCTION L3 | ABBAS K P L2 |
|---|---|---|---|---|---|---|---|
| 1.00Maintenance | |||||||
| 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. | 637.5 | sqm | 15.05 ₹9,594.38 | 13.91 ₹8,867.63 Lowest | 14.09 ₹8,982.38 | 13.93 ₹8,880.38 |
| 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 | 47.81 | cum | 3,137.61 ₹1,50,018.55 | 2,900.62 ₹1,38,687.34 Lowest | 2,937.33 ₹1,40,442.56 | 2,903.96 ₹1,38,847.04 |
| 1.00 | OD505965/2025-2026:Providing and laying of Interlocking Concrete block pavements using 80mm M40 Hydraulic
blocks approved size, design and 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 duirection
of Engineer in charge | 595 | 1 sqm | 1,116.92 ₹6,64,567.4 | 1,032.55 ₹6,14,367.25 Lowest | 1,045.62 ₹6,22,143.9 | 1,033.74 ₹6,15,075.3 |
| 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) | 6.03 | cum | 8,635.53 ₹52,089.52 | 7,983.27 ₹48,155.08 Lowest | 8,084.32 ₹48,764.62 | 7,992.46 ₹48,210.52 |
Tender Value
₹9.3 L
EMD Value
₹23,305
Closing Date
10 Mar 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AE KUNNATHUNAD G P
AE LIDEW SECTION KUNNATHUNAD G P
INTERLOCK
2026_LSGD_842750_1
4/AE/LSGD/KND/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
W 18
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,060
Yes
₹23,305
Yes
16 Mar 2026
3 Mar 2026
12 Mar 2026
3 Mar 2026
10 Mar 2026
3 Mar 2026
Maintenance
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.
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
OD505965/2025-2026:Providing and laying of Interlocking Concrete block pavements using 80mm M40 Hydraulic blocks approved size, design and 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 duirection of Engineer in charge
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)
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1422011.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
CPRE.pdf
Tender Documents • 0.25 MB
BOQ_1422011.xls
BOQ • 0.30 MB
CAFF.pdf
Tender Documents • 0.24 MB
CBID.pdf
Tender Documents • 0.33 MB
viewsbd_merged.pdf
Tender Documents • 1.88 MB
CFOT.pdf
Tender Documents • 0.25 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 .