Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹2.0 L+₹5,717.30 (3.00%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SUDHEESH V L1 | BEERAN N.K L2 |
|---|---|---|---|---|---|
| 1.00Tile Paving | |||||
| 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 | 1.32 | cum | 441 ₹582.12 Lowest | 454.23 ₹599.58 |
| 1.00 | OD9185/2025-2026:Providing P.C.C grade M 10 (i)Nominal mix 1:4:8 concrete for plain/reinforced
concrete using 40mm graded aggregates.
OD30 MORD - modified 11.4.1.1 (Cement content changed to 170kg) | 0.66 | cum | 8,003 ₹5,281.98 Lowest | 8,243.09 ₹5,440.44 |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 1.16 | cum | 8,796 ₹10,159.38 Lowest | 9,059.88 ₹10,464.16 |
| 1.00 | OD9180/2025-2026:Sectioning up to 150mm and forming the surface for NEW ROAD way including clearing the roadway of any debris, levelling, cambering etc complete as per direction of Engineer in charge | 111.9 | sqm | 62 ₹6,937.8 Lowest | 63.86 ₹7,145.93 |
| 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 | 8.39 | cum | 3,337 ₹28,007.44 Lowest | 3,437.11 ₹28,847.66 |
| 1.01 | OD92310/2025-2026:Providing and Laying of interlocking concrete block pavement using 80mm M40 Hydraulic blocks of approved size and shape laid in required pattern over and including a compacted bed of 6mm stone aggregate 0f 50mm average thickness etc all complete as per the direction of Engineer-in-charge | 100.8 | sqm | 1,160 ₹1,16,928 Lowest | 1,194.8 ₹1,20,435.84 |
| 1.01 | 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) | 2.47 | cum | 9,186 ₹22,680.23 Lowest | 9,461.58 ₹23,360.64 |
Tender Value
₹1.9 L
EMD Value
₹4,766
Closing Date
6 Aug 2025, 6:00 pmClosed
Assistant Engineer
Assistant Engineer
Annual Plan-VZKLM GP 179/2025-26 -Malayidam Thuruthu Chittayil Road Tiling Ward 18-General Civil Work
2025_LSGD_780282_25
2/2025/AE/LIDEW/VZKLM
Open Tender
Civil Works - Roads
Item Rate
180 days
MARAMPALLY
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,766
Yes
23 Oct 2025
30 Jul 2025
8 Aug 2025
30 Jul 2025
6 Aug 2025
30 Jul 2025
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.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
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 .