Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 LAccepted-AOC VADOORKONAM | IDUKKI | KERALA | 685533 | ₹7.4 L | L1 | Accepted-AOC Agreement executed.Hence EMD may released |
| 2 | L2₹8.0 LRejected-Finance | ₹8.0 L | L2 | Rejected-Finance IInd lowest |
| Sl No | Description | Qty | Unit | KRISHNAN KUTTY S L2 | JUSTIN JOSE L1 |
|---|---|---|---|---|---|
| 1.00DETAILED ESTIMATE | |||||
| 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 | 40.95 | cum | 237 ₹9,705.15 | 218.58 ₹8,950.85 |
| 1.00 | OD41065/2025-2026:Putting up ring bund and bailing out water by engaging man coolies during the course of construction and removing the bund after the completion of the work etc complete as directed by the departmental officers at site | 9 | each | 996 ₹8,964 | 918.16 ₹8,263.44 |
| 1.00 | 60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 141.96 | cum | 3,674 ₹5.2 L | 3,388.23 ₹4.8 L |
| 1.00 | 5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 14.17 | cum | 9,650 ₹1.4 L | 8,899.14 ₹1.3 L |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 15.6 | sqm | 355 ₹5,538 | 327.63 ₹5,111.03 |
| 1.01 | 5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars | 708.5 | kg | 103 ₹72,975.50 | 94.63 ₹67,045.36 |
| 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. | 14.4 | metre | 102 ₹1,468.80 | 93.91 ₹1,352.30 |
| 1.01 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 150 | cum | 293 ₹43,949.25 | 270.2 ₹40,530 |
Tender Value
₹8.9 L
EMD Value
₹22,240
Closing Date
5 Feb 2026, 4:00 pmClosed
AEE
MI Sub Division Neyyattinkara
GENERAL- Poovachal panchayath - Petition from Fathima and other - Urgent side protection work in Maniyanchira-Athyaara thodu in Poovachal panchayath.
2026_Irrig_831331_1
IRR/IA/TR/786/2025_5_1_1/1
Open Tender
Civil Works - Others
Poovachal
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,965
Yes
₹22,240
Yes
24 Feb 2026
28 Jan 2026
7 Feb 2026
28 Jan 2026
5 Feb 2026
28 Jan 2026
DETAILED ESTIMATE
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
OD41065/2025-2026:Putting up ring bund and bailing out water by engaging man coolies during the course of construction and removing the bund after the completion of the work etc complete as directed by the departmental officers at site
60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars
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.
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1396783.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_1396783.xls
BOQ • 0.30 MB
BID1.pdf
Tender Documents • 2.59 MB
Download all tender documents and submit your bid