Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹3.9 L+₹8,655.21 (2.29%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹3.9 L+₹12,974.11 (3.43%)Rejected-AOC | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | JOHN M D L1 | M.M.SHANAVAS L2 | CHRISTIN BAIJU C L L3 |
|---|---|---|---|---|---|---|
| 1.00Rectification work | ||||||
| 1.00 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 280 | sqm | 8.28 ₹2,318.4 Lowest | 8.48 ₹2,374.4 | 8.57 ₹2,399.6 |
| 1.00 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | 6.3 | cum | 1,389.66 ₹8,754.86 Lowest | 1,422.06 ₹8,958.98 | 1,437.85 ₹9,058.46 |
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 25.62 | cum | 230.32 ₹5,900.8 Lowest | 235.68 ₹6,038.12 | 238.31 ₹6,105.5 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 210 | sqm | 345.22 ₹72,496.2 Lowest | 353.26 ₹74,184.6 | 357.2 ₹75,012 |
| 1.00 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 23.47 | cum | 7,660.81 ₹1,79,799.21 Lowest | 7,839.05 ₹1,83,982.5 | 7,926.45 ₹1,86,033.78 |
| 1.01 | 50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete | 355.6 | sqm | 307.79 ₹1,09,450.12 Lowest | 314.5 ₹1,11,836.2 | 318.01 ₹1,13,084.36 |
Tender Value
₹4.2 L
EMD Value
₹10,586
Closing Date
27 Sept 2025, 1:00 pmClosed
Assistant Executive Engineer
PVIP Subdivision No 4 Aluva
Rectification works to prevent leakage of canal lining between Ch 2.700 km and Ch 2.770 km of Ezhipram sub branch canal
2025_Irrig_800579_1
9/AEE4/PVIP/2025-26
Open Tender
Civil Works - Canal
Item Rate
180 days
Aluva
7 documents required · 7 mandatory
₹935
Yes
₹10,586
Yes
5 Nov 2025
22 Sept 2025
29 Sept 2025
22 Sept 2025
27 Sept 2025
22 Sept 2025
22 Sept 2025 - 27 Sept 2025
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1328538.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
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 .