Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 LAccepted-AOC | L1 | Accepted-AOC L1 Bidder | |
| 2 | L2₹8.3 L+₹44,317 (5.67%)Rejected-AOC PULINCHOTTIL HOUSE KAYANTIKKARA MUPPATHADAM PO | ERNAKULAM | KERALA | 680667 | L2 | Rejected-AOC L2 Bidder |
| Sl No | Description | Qty | Unit | SHAJEER P B L2 | ARUN RAJ T R L1 |
|---|---|---|---|---|---|
| 1.00Maintenance | |||||
| 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 | 47.1 | cum | 277 ₹13,046.7 | 262 ₹12,340.2 Lowest |
| 1.00 | OD17011/2024-2025:Providing pitching by stacking gunny bags filled with earth and arranging them to give side protection as per the direction of Engineer in charge
Vol of earth = 15x10x0.50=75m3 Number of bags required = 75/0.028 = 2679 nos | 21.6 | cum | 274 ₹5,918.4 | 259 ₹5,594.4 Lowest |
| 1.00 | OD21788/2025-2026:Supplying and filling up low lying with quarry muck, spreading in layers, levelling the top at site and consolidation by ramming in position at site to lines and levels, including hire and operational charges of all tools and plants, labor charges and all sundry expenses, etc. complete as per the direction of departmental officers at site | 61.2 | cum | 2,138 ₹1,30,845.6 | 2,023 ₹1,23,807.6 Lowest |
| 1.00 | 5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 27 | cum | 11,828 ₹3,19,356 | 11,190 ₹3,02,130 Lowest |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 36 | sqm | 415 ₹14,940 | 393 ₹14,148 Lowest |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 1,080 | kilogram | 133 ₹1,43,640 | 126 ₹1,36,080 Lowest |
| 1.01 | 60.6:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. | 5 | metre | 196 ₹980 | 185 ₹925 Lowest |
| 1.01 | OD17025/2024-2025:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas
IN OR UNDER WATER (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)
(avg lift of 3m) including disposal of excavated earth, including all lead and lift, disposed earth
to be levelled and neatly dressed.
All kinds of soil | 292.5 | cum | 423 ₹1,23,727.5 | 400 ₹1,17,000 Lowest |
| 2.00Boundary pillar | |||||
Tender Value
₹6.7 L
EMD Value
₹16,817
Closing Date
26 May 2026, 6:00 pmClosed
Vijeshraj P R
O/o AEE, Inland Navigation Subdivision, Varkala
GENERAL-CSIND-Protection works to WCC Providing protection works to WCC near Thazhevettoor Masjid-General Civil Work
2025_Irrig_817200_5
IRR/KP/4251/2025 2026
Open Tender
Civil Works - Others
Item Rate
120 days
Thazhevettor
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,485
Yes
₹16,817
Yes
23 Sept 2026
21 May 2026
29 May 2026
21 May 2026
26 May 2026
21 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintenance | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | OD17011/2024-2025:Providing pitching by stacking gunny bags filled with earth and arranging them to give side protection as per the direction of Engineer in charge
Vol of earth = 15x10x0.50=75m3 Number of bags required = 75/0.028 = 2679 nos | - | cum | - | - |
| 1.003 | OD21788/2025-2026:Supplying and filling up low lying with quarry muck, spreading in layers, levelling the top at site and consolidation by ramming in position at site to lines and levels, including hire and operational charges of all tools and plants, labor charges and all sundry expenses, etc. complete as per the direction of departmental officers at site | - | cum | - | - |
| 1.004 | 5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.005 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.006 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | - | kilogram | - | - |
| 1.007 | 60.6:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. | - | metre | - | - |
| 1.008 | OD17025/2024-2025:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas
IN OR UNDER WATER (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)
(avg lift of 3m) including disposal of excavated earth, including all lead and lift, disposed earth
to be levelled and neatly dressed.
All kinds of soil | - | cum | - | - |
| 2Boundary pillar | |||||
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1440121.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
BOQ_1440121.xls
BOQ • 0.30 MB
Bid.pdf
Tender Documents • 1.73 MB
Nit.pdf
Other Document • 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 .